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Home My WebLink About17414 84TH AVE NE_BLD20120204_2026 BUILDING INSPECTION REPORT G1�Y pA Permit No._1 Z ^bZ-C3ti{ { �� Address: I q 8y hyt, �.p pp Contractor: !�r nGrs-�Pne, �rN Cc Owner: Corn P.e, S'fyr1e__ Date: — Z$-- 1 Z APPROVAL Ep PARTIAL APPROVAL ® VIOLATION Ep 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 Div V Inspector: Date: i/ .Z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove dough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: e BUILDING INSPECTION REPORT Y o� Permit No. C)ab� L�— Y . Address: - -1/�. - Contractor: Co(-ne r5A--D y+LtNc;c0 Owner: Lrr cye S+-wqC. Date: 10 - pi3l 12' 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: /o ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry Drainage— go& ® Insulation 0 Other: Property Address: �YJ�!� �/ � %�I� !y l� COILdItiolICd Floor Area 3391- Date 13nllder or registered design profession a] - R-6'atues Ceiling: Vaulted R- Floors Over unconditioned space R- Att.ic R- Slab on grade floor R- Walls. Above grade R- Doors R- Below, int. R- R- 13clow, ext. R- 11-Eactor:r anal SHC:C NRFC rating (or) Windows U- SHGC- Defaallt.rating(c: :ipir,-1 owsFc 2.00e) Skylights U- SHGC- Chapter 9 Option(s) I A Total Chpt. 9 Credib Heating. Coolft A Domestic Hot Water System Type Efflcfency Heating75 0 1:otjrn6cyy � Cooling P DHW 4 WF 17 Duet&Building Air Leakage All ducts HVAC.:in conditioned space Q i no ) lnsulation it- Test Method: G'� Total leakage Leakage to exterior L/"Air hwidler pregent Test.Tsl.rget. ("FM( i25Pn Ted.Result CFM@2511a Building air leakage target: SLA`0.00030 - Tested leakage: SLA= C)nslle It en ewable Energp E70clrlc llower,S)rstent System type: Rated annual generation Kwh 41 N N L K WUl a N .., u . 00 J J o Q J OF3'69 V) CO w 00 U .n—N = JAT9t LU Hoaod NWV—N cm Oi i W T" O X 30dadO p m a i r .— LB�E � co , o to 0 5t N �'— r- wQ URN33IIW83d V00 Q Z W 03AI333EI 00 ( W 'I z J --- --- L (D � � Q Q CYa N N dN w 00 VV) N NON N0) W 000 W CO U=' 0 Q a W CM � ffLL = M Z 'L w =aooaNM J (L c.1 ja is W Y 5 � o � o Q o O (D �° 1 O a d z � � � y o O `° 00 U) 0 N r0 o n 4, � z � U) tTl x � z � zy U) y It N a `� 0 tTlz � z � z o Z C7 > Zo �c r r n m O O _ n cn ti d o z d 0 CrJ C7 �:$ $:1. Q Od y z � y a d z n ~ ram d �o ad � O r O � z ci d ° z > 11�J /y V) , I n ! , ITI o W O n r c,� C C� o O n 7J N O O K CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT Address:17414 84THAVENE,ARLINGTON Permit#:BLD20120204 Parcel#:01089200001400 Valuation:$377,000.00 O\'V TIR 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#:CORNEITN9470A Exp:9/1/2012 PLUMBING CONTRACTOR MFJMWCAL CONTRACTOR 7� 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 ' New Single Family Residence PERMIT TYPE: Residential PERMIT-GROUP: Single Family Residence New STORIES: 3 CONST TYPE: V B DWELLINGUNITS: 2 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PERMIT APPROVAL 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 ISNOT 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 CEI IRCATE OF( CCUPANCY HAS BEEN GRANTED.IBCI 10/IRC110. AEI' TAX N TICE- Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded 'my Arlington#3101 I - � Ghr� vJ / '? Sigryatuie Print Name D to Released ate / a ARCHIVE APPLICANT ASSESSOR OTBFR BLD20120204 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. • See job plan copy for additional requirements. • -Replace•brass-fitting on tailpiece if missing. PERMIT FEES Date Description ":L Fee Amount Paid Balance Due 8/27/2012 Plumbing Permit Fee $253.00 $0.00 $253.00 8/27/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 8/27/2012 Building Permit Fee(QTY 1) $3,261.46 $0.00 $3,261.46 8/27/2012 Building Plan Check Fee(QTY:1) $2,119.95 $0.00 $2,119.95 8/27/2012 State Building Code Surcharge(QTY:1) $4.50 $0.00 S4.50 Total Due: $5,748.91 $0.00 $5,748.91 CALL FOR INSPECTIONS BUILDING/INGPMMNG/PARKSILMLl•M/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,JobSite Address,Type of Inspection being requested,Contact Name andPhone Number,Date Prefereed,and whether you prefer morning or afternoon. • GFootings • C-Foundation Wall • C-Foundation Drainage • C-Plumb Ground Work • C-Plumb Rough In • C-Gas Test/Pipe • C-Equipment-Mechanical • C-Shear Nailing-ENderior NASH&ASSOCIATES ' ARCHITECTS PLAN33-87" BEAM, LATERAL & SEISMIC CALCULATIONS 2512 Hens�n Aricr�rr 000 GAR T CAMAS WASH STATC Of M'ASHiNG^TUN RECEIVED AUG 23 2012 BOA Engineering Dept. 2009 IBC JANUARY 1, 2012 11644 N.E. 80th St Kirkland, MA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COY 2 r .. _ ., 7 � �- .�� .. . . j CLIENT. :NASH•ASSOCt M BEAM DESIGN DATA PROJECT: AR(:H I T E C I S DATE: NAME: Roof Loads: LL 25 M/sf DL 15 #/sf Total 40 M/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 #/sf Total 50 k/of Deck Loads: LL 60 N/sf DL 10 #/sf Total 70 N/sf Soil: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel: Per IBC 09 Hood: 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 11844 N.E. 80th St. Kirkland, MA 98033 (425) 828-4117 Fax (425) 822-1918 1IIMM.NASH—ARCHITECTS.COM 'r r PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 MASTER BEDROOM RB-1 Date:8/20/12 Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Go-ndilhons NDS 2005 Min Bearing Area R1=7.0 in' R2=6.3 in' (1.5)DL Defl= 0.09 in Recom Cambe -0.13 in Data Beam Span 8.0 ft Reaction 1 LL 2841 # Reaction 2 LL 2609# Beam Wt per ft 9.11 # Reaction 1 TL 4546# Reaction 2 TL 4120# Bm Wt Included 73# Maximum V 4546# Max Moment 11864'# Max V(Reduced) 3889# TL Max Defl L/240 TL Actual Defl L/535 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear inz TL Defl in LL Defl Actual 75.00 37.50 0.18 0.09 Critical 59.32 24.31 0.40 0.27 Status OK OK OK OK Ratio 79% 65% 45% 35% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Ad'usted 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:450 Uniform TL: 648 =A Point LL Point TL Distance 1850 B=3409 3.5 Uniform Load A Pt loads: 0 Q R1 =4546 R2=4120 SPAN=8FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 BEDROOM THREE RB-2 Date:8/20/12 Selection 3-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=9.2 in2 R2=3.1 in (1.5)DL Defl= 0.01 in Recom Camber—0.02 in Data Beam Span 5.0 ft Reaction 1 LL 4100# Reaction 2 LL 1400# Beam Wt per ft 9.11 # Reaction 1 TL 5996# Reaction 2 TL 1985# Bm Wt Included 46# Maximum V 5996# Max Moment 5876'# Max V(Reduced) 5737# 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 75.00 37.50 0.03 0.02 Critical 29.38 35.85 0.25 0.17 Status OK OK OK OK Ratio 39% 96% 13% 12% 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 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:200 Uniform TL: 250 =A Point LL Point TL Distance 4500 B=6685 1.0 Uniform Load A Pt loads: 0 R1 =5996 R2 = 1985 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BearnChek v2011 licensed to:Michael Johnson Reg#7992-66428 BEDROOM FOUR RB-3 Date:8/20112 Selection 4x 10 DF-L#2 Lu=0.0 Ft Condition s NDS 2005 Min Bearing Area R1=5.4 in R2=2.1 in (1.5)DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 1980# Reaction 2 LL 870# Beam Wt per ft 7.87# Reaction 1 TL 3372# Reaction 2 TL 1326# Bm Wt Included 39# Maximum V 3372# Max Moment 3252 # Max V(Reduced) 3173# 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 49.91 32.38 0.04 0.02 Critical 36.13 26.44 0.25 0.17 Status OK OK OK OK Ratio 72% 82% 17% 13% 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 Uniform LL:200 Uniform TL: 250 =A Point LL Point TL Distance 1850 B=3409 1.0 Uniform Load A Pt loads: R172 Z\ R2= 1326 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 FAMILY ROOM B-1 Date:8/20/12 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Condition s NDS 2005 Min Bearing Area R1=9.2 in R2=3.3 in (1.5)DL Defl= 0.04 in Recom Camber-0.06 in Data Beam Span 7.0 ft Reaction 1 LL 4113# Reaction 2 LL 1698# Beam Wt per ft 7.97# Reaction 1 TL 5982# Reaction 2 TL 2128# Bm Wt Included 56 # Maximum V 5982# Max Moment 5561 '# Max V(Reduced) 5005# TL Max Defl L/240 TL Actual Defl L/765 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 57.42 32.81 0.11 0.07 Critical 27.81 31.28 0.35 0.23 Status OK OK OK OK Ratio 48% 95% 31% 31% Fb(psi) Fv(psi) E(psi x mil). Fc (psi) Values Reference Values 2400 240 1.8 650 Adlusted 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 Point LL Point TL Distance Par Unif LL Par Unif TL Start End 2841 B=4546 1.0 810 H = 1108 0 1.0 360 1 =400 1.0 7.0 I L H Pt loads: Q R1 =5982 R2=2128 SPAN=7FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 NOOK B-2 Date:8/20/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.1 in R2=5.1 in (1.5)DL Defl= 0.04 in Recom Camber-0.06 in Data Beam Span 6.0 ft Reaction 1 LL 2430# Reaction 2 LL 2430# Beam Wt per ft 6.83 # Reaction 1 TL 3345# Reaction 2 TL 3345# Bm Wt Included 41 # Maximum V 3345# Max Moment 5017'# Max V(Reduced) 2508# TL Max Defl L/240 TL Actual Defl L/667 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in3 Shear(in') TL Defl in LL Defl Actual 42.19 28.13 0.11 0.07 Critical 25.08 15.68 0.30 0.20 Status OK OK OK OK Ratio 59% 56% 36% 35% 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 Adiustrnents 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:810 Uniform TL: 1108 =A Uniform Load A R1 =3345 R2=3345 SPAN=6FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 KITCHEN B-3 Date:8/20/12 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Condition s NDS 2005 Min Bearing Area R1=3.8 in R2=5.1 in (1.5)DL Defl= 0.05 in Recom Camber-0.08 in Data Beam Span 5.0 ft Reaction 1 LL 1181 # Reaction 2 LL 1744# Beam Wt per ft 6.83# Reaction 1 TL 2460# Reaction 2 TL 3345# Bm Wt Included 34# Maximum V 3345# Max Moment 4878'# Max V(Reduced) 2508# TL Max Defl L/240 TL Actual Defl L/792 LL Max Defl L/360 LL Actual Defl L/>1000 Attribute Section in' Shear in2 TL Defl(in) LL DO Actual 42.19 28.13 0.08 0.03 Critical 24.39 15.68 0.25 0.17 Status OK OK OK OK Ratio 58% 56% 30% 15% Fb(psi) Fv psi E psi x mil) Fc1(psi) Values Reference Values 2400 240 1.8 650 1 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 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point TL Distance Par Unif LL Par Unif TL Start End B=2000 2.5 360 H =400 0 2.5 810 1 = 1108 2.5 5.0 I H Pt loads: LB R1 =2460 R2=3345 SPAN=5FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 DINING ROOM B-4 Date:8/20/12 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.7 in2 R2=5.7 in (1.5)DL Defl= 0.10 in Recom Cambe -0.16 in Data Beam Span 12.0 ft Reaction 1 LL 2880# Reaction 2 LL 2880# Beam Wt per ft 13.08# Reaction 1 TL 3678# Reaction 2 TL 3678# Bm Wt Included 157# Maximum V 3678# Max Moment 11035'# Max V(Reduced) 3142# TL Max Defl L/240 TL Actual Defl L/405 LL Max Defl L/360 LL Actual Defl L/573 Attributes Section in' Shear in' TL Defl(in) LL Defl Actual 94.17 53.81 0.36 0.25 Critical 55.18 19.64 0.60 0.40 Status OK OK OK OK Ratio 59% 36% 59% 63% 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 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:480 Uniform TL: 600 =A Uniform Load A 0 R1 =3678 R2=3678 SPAN= 12FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 LIVING ROOM B-5 Date:8/20/12 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.7 inz R2=3.9 inz (1.5)DL Defl= <0.01 in.Recom Camber-<0.01 in. Data Beam Span 2.5 ft Reaction 1 LL 2710# Reaction 2 LL 1890# Beam Wt per ft 7.97# Reaction 1 TL 3680# Reaction 2 TL 2561 # Bm Wt Included 20 # Maximum V 3680# Max Moment 3551 '# Max V(Reduced) 3454# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in' Shear inz TL Defl in LL Defl Actual 57.42 32.81 0.01 <0.01 Critical 17.76 21.59 0.13 0.08 Status OK OK OK OK Ratio 31% 66% 5% 5% Fb(psi) Fv(psi) E(psi x mil Fc1 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 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:200 Uniform TL: 250 =A Point LL Point TL Distance 4100 B=5596 1.0 Uniform Load A Pt loads: Q R1 =3680 R2=2561 SPAN=2.5FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-1 Date:8/20/12 Selection 5-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.2 in R2=6.2 in (1.5)DL Defl= 0.13 in Recom Camber--0.19 in Data Beam Span 10.5 ft Reaction 1 LL 2625# Reaction 2 LL 2625# Beam Wt per ft 13.08# Reaction 1 TL 4059# Reaction 2 TL 4059# Bm Wt Included 137# Maximum V 4059# Max Moment 10654 # Max V(Reduced) 3382# TL Max Defl L/240 TL Actual Defl L/451 LL Max Defl L/360 LL Actual Defl L/821 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 94.17 53.81 0.28 0.15 Critical 53.27 21.14 0.53 0.35 Status OK OK OK OK Ratio 57% 39% 53% 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 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:500 Uniform TL: 760 =A Uniform Load A Q R1 =4059 R2=4059 SPAN= 10.5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2610 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 BASEMENT BB-1 Date:8/20/12 Selection 5-1/8x 18 GLB 24F-V4 DF/DF Lu=0.0 Ft ConditionNDS 2005 Min Bearing Area R1= 16.6 in2R2= 15.2 in' (1.5)DL Defl= 0.15 in Recom Camber-0.23 in Data Beam Span 16.0 ft Reaction 1 LL 8480# Reaction 2 LL 7760# Beam Wt per ft 22.42 # Reaction 1 TL 10786# Reaction 2 TL 9900# Bm Wt Included 359# Maximum V 10786# Max Moment 43988 # Max V(Reduced) 8891 # TL Max Defl L/240 TL Actual Defl L/366 LL Max Defl L/360 LL Actual Defl L/515 Attributes Section in' Shear in2 TL Defl in LL Defl Actual 276.75 92.25 0.52 0.37 Critical 222.90 55.57 0.80 0.53 Status OK OK OK OK Ratio 81% 60% 66% 70% Fb(psi) Fv si E(psi x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2368 240 1.8 650 Adiustments Cv Volume 0.987 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 1680 B=2127 12.0 1040 H = 1300 0 12.0 520 1 =650 12.0 16.0 I H Pt loads: R1 = 10786 R2=9900 SPAN= 16 FT Uniform and partial uniform loads are lbs per lineal ft. s NASH«ASSOCIATES CLIENT LATERAL DESIGN DATA PROJECT: I ' I's PER IBC 09 DATE:- NAME- WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 8 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Hind Pressure: ps - (k)(Iw)(p„«) Base Shear. V =1.2 Sj S(W) where X = Exposure Factor where: C s = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight Psm = Base Design Pressure (Ss)(SI) / R - (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed - 85 mph (V )38 Ss - 1.5 per USGS Sl - 0.90 per USGS Site Class D2 (Default) A. '= 1.00 Exposure "B" (t30') Seismic Design Category D Iw - 1.00 R - 6.5 from Section 12 P=o= 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 do 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light-Frame Construction 2008 SDPW (SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC) MINIMUM NAIWNG REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Die. X 10". A307 or better. w/ 7" min. Embedment. V - 1104 //bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete rc = 2500 psi rebar ty - 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 I I I I I I I I I „ I I I � I I I I I I � I � I I , I IIEII i , (1 C I I I I I I I I i II I I I I I II I I I I I I i I I II I I I I I I II I� I I II I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I i 1114 O c^ k , o � o n l � 2 ui Q IF Fol � o a f G-4 NASA, JONES CLIENT: AMERSON LATERAL CALCULATIONS PROJECT: WIND WORKSHEET DATE: PER IBC Q� NAME: �tsot' & P�°r 85 M.P.H. P = 15.9 PSF FRONT ELEVATION LEFT ELEVATION REAR EALVVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (fir) SHEAR W z H z (see chart for wind pressure WALL SHEAR SHEAR C specified height) LENGTH (ft) (#/ft) TYPE . � 3 j �P 70k (2 XI�q � 7 � X -Z1D 5- 3 � lZa'/Sc� lam' 076 q,?6 qO l 7 S PI-6 SWAIi✓I lz xtokl srg f f 3o s 2 �� /s7 (2(_G11 ( /lklOklSr � -157 �j, i 11844 N.E. 80th St. Kirkland,IHJONESANDERSON033 ,COMB-4117 Fax (425) 822-1918 REVISED CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC-SHEETS• fl' L67w ( ' k-(0 r(SS 7 CLIENT: NANDSI-L SON SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC Q q DATE: 7� NAME: AmWtects & Planners 1 Weight of Building: Roof Assembly. Asphalt Shingles - 2.00#/it Cedar Shakes - 2.25#/it Tile - 9.50#/it Felt - 0.15 #/it Felt - 0.16 #/it Felt - 0.15 #/it 1/2" Plywood - 1.50 #/it 1/2" Plywood - 1.50 #/it 1/2" Plywood - 1.50 #/it Trusses ® 24" o.c. - 1.75 #/it Trusses ® 24" o.c. - 1.76 #/it Trusses ® 24" o.c. - 1.75 #/it R-38 Insulation - 2.35#/it R-30 Insulation - 2.25#/it R-30 Insulation - 2.25#/it 1/2" GWB Ceiling - 2.00#/it 1/2" GWB Ceiling - 2.00#/it 1/2" GWB Ceiling - 2.00#/it Total 9.75#/ft Total 9.90#/it Total 17.90#/ft Use 10.00#/it Use 10.00#/it Use 18.00#/it 1st & 2nd Floor Assembly: Caret / Pad - 0.50#/it. Hardwood - 2.50#/it 3/4' T&G Plywood - 2.50#/it 3/4" T&G Plywood - 2.50#/it 2x10 ® 16" o.c. - 2.30#/ft. 2x10 ® 16" o.c. - 2.30#/it 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/it Total 7.30#/ft Total 9.30#/ft Use 10.00#/it Use 10.00#/it Interior Wall Assembly: Exterior Wall Assembly: 1/2" GWB - 2.00#/it 3/4" Wood Siding - 2.30#/it 2X4 ® 16" o.c. - 1.10 #/it 1/2" Plywood - 1.50 #/it 1/2" GWB - 2.00#/ft 2x6 ® 16" o.c. - 1.37 #/it R-21 Insulation - 2.10 it Use al 8.00�/ft 1/2" GWB - 2.00�/ft Total 9.27#/it Use 10.00#/it 4" Brick Veneer - + 3.20#/it 11644 N.E. 8Oth St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM 1 � .. CLiEN'i� fANDERSON ASD, JONES SEISMIC ANALYSIS PROJECT: PER IBC 9 DATE: NAME: Arabiteab a Plane 2 SEISMIC: V = (Ce) (Wdl) (Plywood) 2nd Level: Roof. (Asphalt / Cedar Shake) Not X of = or (Tile) 18#/it X of = Exterior Walls: L x 10#/sf x 1/2 (h) l� D.r ( D k-L� 6100 (E2) Interior Walls: L x 8#/sf x 1/2 (h) /&O k 0 k l D (I TOTAL = 7-7 I 0 lot Level• Roof: (1st Floor Roof) 10#/ft X I/ sf = /00 O 2nd Floor. 10#/ft X sf = Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) 6 KOD-f- �(�C-�/� k�(� 360 EI) Interior Walls: (I + L x 8#/sf x 1/2 (h) S/2 d �- /D D A- so k TOTAL - Ze 00, 0 Basement: 1st Floor: 10#/ft X of = Exterior Walls: (E1) + L x 10#/sf x 1/2 (h) Interior Walls: -(I I) + L x 8#/sf x 1/2 (h) TOTAL = 56 S c/0 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM REVISED ' CAPECOD\DWG\BLOCKS\STRUCTURAL\CALL-SHEETS- CLMNI% NASH, JONES SEISMIC ANALYSIS PROJECT: AMERSON PER IBC DATE: NAME: Ambiteob & Manners 3 BASE SHEAR: v = (c,) (Wdl) Plywood LEVEL 2: Wdl Z(7t -7 # x 0.166 = LEVEL 1: Wdl Z U r 0 # x 0.166 = TOTAL Wdl 5 ` 5 # x 0.166 = (V) Dead Load Hel ht Moment Shear ® Stor Level (Wdl) (h (Wdl)(h) Fx - [(Wdl)(h)ly Remarks (Wdl)(h) 2 IQ V' 7'0 b q13 Total 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM REVISEI CAPECOD\DWG\BLOCKS\STRUCTURAL.\CALL-SHEETS- CLIENT: NASX JONES SEISMIC ANALYSIS PROJECT: ANDERSON DATE- PER IHC �Q I NAME- Ambltacb k Plana 4 rx I xAa o�w x � � '3- N A a w w 11644 N.E. 80th St Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM REVISED CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC-SHEETS- CLiE".. NASH, JONES SEISMIC ANALYSIS PROJECT. ANDERSON PER IBC O 1 DATE: I NAME: Amhit"tm t FLan.s. 5 Redundancy Factor (p)-.. 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vacc story)/Ab l Is( 7 - �(0 2. Maximum actual shear Vmax = Largest seismic wall shear g, p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) 71 Z ✓ 1 �� W\ "k/� bvv� Z1J S 116" N.E. 80th St Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW._NASHJONMANDERSON.COM REVISED CAPECOD\DWG\BLOCKS\STRUCTURAL\CALC-SHEETS- L LE 12009 WSEC Residential Compliance Permit Number: General Information Address: — ��b tfAI � Check the box for the Job Type: DdNmm El Addition El Remodel Conditioned Sq. Fl. Heating Fuel: C] LPG(Pmpane) obao 0 Other Fuels HmabngSvutexn: XForced Air Fl Room Heaters FlHyd,onk: FlOther Qualification Options There are 2 different qualification ophnns, one is based on a Prescriptive Approach, Chapter 0' and the d other ioo Component Approach, Chapter 5. (�haptmr8 approach includes a Table of000nm' one mfvvhioh YOU wiUselect for your pa�icu|erdesign. Choose a compliance option that best mu�s'the economics and design of your project. The Chapter 5 Qualification Form hsasecond compliance approach and allows a builder more flexibility for alternative methods ofconstruction. The Chapter 5 and Chapter 6 Window and Door Schedules provide an outline tn assist you through the specific calculations and requirements for doors and class.Chapter 5 InbonaodveYornab;aMmavmUab|aonlIna@vmamx.enaW.wsu.edu Responsibility for Information Although designated Department staff members will help you with general questions about completing this for,n, 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 acounacy, you can ovoid unnecessary permit delays bvcanofu|'carefully providing all required information. Disregard items that don�address your parhuu/orbuilding mr'equipment. Design Changes Be auna 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 wobnhe / \. This wmbmbe includes forms, useful links, and down/nadob|e versions o/the VVSEC. 2009 WSEC &IRC Ventilation One&Two Family Dwelling Unit Prescriptive Compliance Form This set of forms 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 on the drawings. Check the box in front of the option which you will use to meet the prescriptive re uirements: Glazing Glazing U-Factor Door' Wall Wall• Wall 4 Slab Option Area10: U- Ceiling2 Vaulted Above int ext Floors on of floor Vertical Overhead' Factor Ceiling Grade12 Below Below Grade6 Grade Grade I. 13% 0.34 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 II. 25% 0.32 0.50 0.20 R-38 Adv. R 38 R-21 R-21 R 10 or R-49 Int.r 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 or R-49 Int.7 TS R-10 R-30 2, See WSECtabk 6-1 for foofiotes Radiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Lighting Efficiency; ❑ 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 Schedule 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 method submitted. 2. Option I or II,Glazing to floor area limit(WSEC 602.7.2) ❑ 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 Ventilation (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) Source Specific 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 Capacity Requirements Bathrooms—Toilet Rooms Kitchens Intermittently o ratin 50 din 100 cfm Continuous operation 20 cfm 25 cfm 1 Chanter 9 options Total of 1 credit required:Please circle the option to be used and fill in the applicable credits Credit Credit Opt. Option description Value applied 1a HIt H EFFICIENCY HVAC EQUIPMENT 1: 1.0 /10 Gas;propane or oil-fired furnace or boiler with minimum AFU of 92% R Air-source heat pump with minimum HSPF of 8.5 1b HIGH EFFICIENCY HVAC EQUIPMENT 2: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 lc NIGH EFFICIENCY HVAC EQUIPMENT 3: 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 least one zone of the housing unit. 2 HIGH EFFICIENCY HVAC D15TRIBVTION 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 under this option. 1.0 Electric resistance heat is not permitted under this 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 6-2,Option III with the following modifications:Window U:0.28 floor R-38,slab on 0.5 grade R-10 full,below grade slab R-10 full or Component performance compliance:Reduce the Target UA from Table 5-1 by 5%,as determined using EQ.V 3b EFFICIENT BUILDING ENVELOPE 2: Prescriptive compliance is based on Table 6-1,Option III with the following modifications:Window U:0.25 and wall R-21 plus 1.0 R-4 and R-38 floor,slab on grade R-10 full,below grade slab R-10 full,and R-21 plus R-5 below grade basement walls,or Component performance compliance:Reduce the Target UAfrom Table 5.1 by 15%,as determined using EQ.1.1 3c SUPER-EFFICIENT BUILDING ENVELOPE 3: Prescriptive 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 R-10 full and R-21 plus R-12 below grade basement walls and R- 2.0 49 advanced ceiling and vault.QR_Component performance compliance:Reduce the Target UA from Table 5.1 by 30%,as determined using EQ.1.' 4a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION: 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 VENTILATION: Envelope leakage reduced to SLA of 0.0D015 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 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, 1.0 plumbing,electrical,ventilation,and combustion appliances AMDAll 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. 5a EFFICIENT WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.62g&Electric Water Heater with a minimum EF of 0.93 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 rated at 1.0 GPM or less? Sb HiGH EFFICIENCY WATER HEATING: Water heating system shall include one of the following: Gas,propane or oil water heater with a minimum EF of 0.82DLSolar water heating supplementing a minimum standard water 1.5 heater.Solar water heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating SystemsQ&Electric heat pump water heater with a minimum EF of 2.0. 6 SMALL 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 1.0 existing building that are less than 750 square feet of heated floor area.(Must complete attached glazing schedule to use this option. 7 LARGE DWELLING UNIT 1: Dwelling units exceeding 5000 square feet of floor area shall be assessed a deduction for purposes of complying with Section -1.0 901 of this WSEC. 8 RENEWABLE ELECTRIC ENERGY: For each 1200 kWh of electrical generation provided annually by on-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 requirement using the National Renewable Energy Laboratory calculator PVWATTs.Documentation noting solar access 0.5 shall be included on the plans. 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 add height of the tower. Sege WSECtable 9-1 forfoob'Iwtes TOTAL CREDITS FOR THIS PROJECT , i Glazing Schedule (Electronic version available at:http'//www energy wsu eduil)ocumen s/Prescriotiv 7nnel xlcx) Conditioned Floor Ara■ Sum of UA for Heating System Sizing Sum of All Glazing Areas From Below :1 Glatang to Floor Area Ratio 602.7.2 Exception Ratio(not to exceed 1%)�� Exterior Doors t b Plan Component Door Percent Width Height Glazing Door Door ID Description Ref. U-factor Glazed Ot. rMl "d'Feet b"yh Area Area UA Otty Enemy Switytitty Dwi 24 S4jme Feral Sum of Glazing Ana,Door Area, and UA(do not include exempt door) Area Weighted U-UA/Area Sum of Ana and UA for He atingsystem Vzo only(in clude exempt door) Vertical Glazing(Windows,Glazed doors using Exception 602.5#7) Plan Component Glazing Width Height Glazing ID Description Rol. U-factor vt. Feet h h Foot eid' Area UA V(Alyj _ _ / K iL d " i 17 r� Sum ofAms and UA 4 6n U r Area Weighted U-UA/Arsa Overne.a Glazing Plan Component Glazing Width Height ID Dcccri tiori Ref. U a,. F.t Foot Aroo UA Sum efAroa and UA Dvuo•Glazed Gordon Windows Section 4502.7.7 Exception Ana Wolphlfrd U w UAoAfea Pinn Component Width Height ID Deecri tion Qt. Feet erce Feet hxn Arwn U Sum of Area Sum of Ar►n X 3(Th/a totaf u eutomatically inO/udad In the glazing area total.) G/askrq UA For HootingSyotom SO*Ong-Ana X O.Q3 it Simi3lc I a in i5en, SIZE (Electronic version avail able at:httv:/lvmv✓,energy.v✓su etlu/Documen[��Pres�rip iv' nel rlsxl Indoor Design Temperature 70 Outdoor Design Temperature 24 Design Temperature Difference (ITT) AT=Indoor-Outdoor Design Temp 46 Conditioned Floor Area Conditioned Volume Glazing Copy Sum of UA from Glazing Schedule Attic U-Factor X Area = UA R-49 0.027 Ze 1 R-38 Ad:•anced 0.026 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA R-38 Vented 0.027 1 1 1 F==] Above Grade Walls U-Factor X Area = UA R-21 0.056 21 I23 7 I I I Fq 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 1120 7-q, (57 7' Depth Walls 0,057 If 00 � Slab Below Grade F-Factor X Length = UA 2'Depth 0.50 3.5' Depth 0.04 T De lh 0.57 Slab on Grade F-Factor X Length UA R-10 2' perimeter 0.54 ! br R-10 Full - Heated 0.55 Sum of UA Envelope Heat Load �Btu ! Hour Sum of UA X aT Air Leakage Heat Load 7� Btu ! Hour (Nolurne X 0.6)X AT)X.010) Building Design Heat Load 55 S Btu! Hour Air Leakage f Envelope Heat Loss Building and Duct Heat Load 3 S Btu! Hour If ducts are located in unconditioned space:Sum of Bul ding Heat Loss X 1.15 If duds are located in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% t.L2�Z1Btu ! Hour Building and Dud Heal Loss X 1.50 13Lll2012U204 (Y1-LIVE) - Yermit1rax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120204 OWNER: CORNERSTONE HOMES NW, LLC-... STATUS:APPLIED �b ADDRESS: 17414 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/24/2012 SCREENS: Select Screen... + FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS / PRINT ADD NEW SUMMARY i REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 8/30/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 8/30/2012 0 Y N Assign Remove https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Rev... 8/24/2012 • al 0 lu 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: tED Residential Addition ED Residential Alteration Also Including: tD Plumbing (a Mechanical Project Address: 17414 84th Ave NE Arlington, WA 98223 Parcel ID#: 01089200001400 Lot#: 14 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: jp@cornerstonehomes.us Address: PO BOX 14424 / City: Mill Creek State: WA Zip Code 98082 Building Area(Sq Ft): IsY Floor: 2nd Floor: 15e6- /Y7 3`d floor: - Deck: 124 Garage/Carport: Basement: 777 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: 9/1/2012 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 Number: INNOVCS895PM Expiration: 10/14/2013 I Jrebcertify tha t above information is correct and that the construction on, and the occupancy an e �fr bove- dproperty be in accordance with the laws, rules and regulation of the tate of ashington. 14tT �-' f L ��// AUG 2 3 2012 licants Signature Date N COA Engineering Dept. 6� 42/4-11 Print Applicants Name 1 FOR STAFF USE ONLY Permit# %2yV 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 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 1 X 2.0 = 2 Water Closet(Toilet) 4 X 2.5 = 9 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 40 Units Traps(other than above items) Column Totals 21 Estimated Project Valuation Building Square Footage 3387 15` Floor 1136 2nd Floor 1474 3rd Floor Basement 7-7-7 Deck 124 Garage 886 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. ssure in str et m in: psi. (Measure with gauge or check with Water Department) I her by ertify that t ove information is correct and that the construction on, and the occupancy and the use of the above- des ribed roperty�yfl a in accordance with the laws, rules and regulation of th State of Jashington. Z v Appli nis Signature Date / 8 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 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: (a New Residential CD Addition/Alteration Project Description:New S F R Project Address: 17414 84th ave NE Arlington, WA 98223 ParcellD#: 01089200001400 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 PO BOX 14424 Mill Creek WA 98082 Address: City: State: Zip Code: 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 ❑ Swimmi g ool ❑ Other Authorized Signature: Date: 7-4 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA RPBA AVB ❑ Other Inspection Required: YES ❑ NO ❑ l 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:17414 84th Ave NE Arlington,WA 98223 Parcel ID#: 01089200001400 Lot#: 14 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 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. State: Zip Code:Snohomish WA 96296 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 h reb certify tha the above information is correct and that the construction on, and the occupancy and the use of the above- d scrib property ill in accordance with the laws, rules and regulation of the State of Washington. Z, C�— A plicants Signature ate JP Lamp en rint Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY RESIDENTIAL PERMIT WT SUBMITTAL ,0- Fl, 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 tll t all items desi hated as submittal requirements must accompany my Building Permit Application to�'e onsidere a c mplete submittal. Signature: `- ✓ Date: O her/Owr r' Representative Company: Cornerstone Homes NW LLC Phone- 425-338-5888 6 GU1V2U12UU9J (Y1-LlVE) - Permit1rax by 13itco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT #: ZON20120093 OWNER: CORNERSTONE HOMES NW, LLC-... STATUS:APPLIED ADDRESS: 17414 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/24/2012 SCREENS: Select Screen... 1W FUNCTIONS: Select Permit Function... GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY RE VIE..]__ DESCRIPTION 1ASSIGNE... DUE DATE LAST (#) liREQ?� ASSIGN I REMOVE 1002 P-Engineering I LPETER... 8/29/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 8/29/2012 0 Y N Assign Remove 1016 P-Public Works II JLEMKE 8/29/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 8/29/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA. . 8/29/2012 0 Y N Assign Remove 1028 P-Water EANDER.. 8/29/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 8/29/2012 0 Y N Assign Remove S (/1 https://coapermits.arlington.local/PennitTrax/Module Permits/Permits Permit/Permit Rev... 8/24/2012 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: 8/23/2012 Address: 17414 84 h Ave NEAdjpQon,WA 98223 Plat: Eagle Heights Div II Lot 14 Owner/Applic n . Corners ne omes NW LLC Signature: 9&7�; v Uerification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 425• 8-5888 (C) 425-923-0926 1. Please check one: ❑ a. Single-family dwelling ❑ b. Duplex ❑ c.Addition ❑ d. Accessory structure 2. Proposed Dimensions: W) 50 L) 40 H) 26 Total SF) 3387 3. Allowed Lot Coverage: Total Lot Size 8409 SF x 35% = 2943.15 SF 4. Actual Lot Coverage: (SF of all structures) 2242 _ 8409 (lot size) = 27 % (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 OFFICIAL USE ONLY RECEIVED PROPERTY ZONED APPROVED 171_ DENIED F7 DATE n i H 2 COA Engineering Dept. � y).?n V r a) Nr r r -= r 0 c � o 0 oyo �c —� o N 0 cn n o m Zm Z � 0 o < < W � _ � � -i ;u W m \0 II i7 OD = CO m °° M � � u 4 rn -71 oNo Q0 NON orn -9 D4 G) — rn G) OD = o � z = rn � < G) D z T DECK/ ob I '1 PATIO W 0 r - U^ W ui N 0D J � 3387 O 0 � l co 0 O 0 Jt GARAGE X Zk(/ m M ' 10'-61 1 ' O nN L - -- - - - - - m O PORCH I m - - - - - - - - � N r o _ _gym BRIM= 1N3 W35d3 'lLLf1 'd.lL ,Ol W & m m(n OD w Z cf) 69.80 00 > D RECEIVED 00 o n r co m AUG 2 3 2012 84TH AVE. N. E. ,';OA Engineering kept. oil N �l�► 1Z�� 2-0C� 1` i o O m A >N m m � v 2 � � t i � t 11 ) r ' a tj sj va f ri7 m r to 2' a I 6 %S U``' nt T PH QQUs �A W J P1 J' # { , x n ° _ VFR r r yy,� sa MI i r v \ E' YY ? r( -} rsi - rt3� � I �- i `" .-y —'' Iti I;,sue... ;?S .� 6> ". 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