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HomeMy WebLinkAbout17316 84TH AVE NE_BLD20120207_2026 Property Address: 0 3 6 - r� d L Iv AA�ts�. Conditioned Floor Area 2 R 79 Date `4 /3 0 13 Builder or registered design professional � � Signature: ���-.� r.,� �.pn A r R-Vahms Ceiling: Vaulted R- Floors Over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R- Doors R- Below,int. R- R- Below,ext. R- R- U-Factors and SHGC NFRC rating(or) Windows U- SHGC- Default rating(Chapter IOwsEC 2009) Skylights U- SHGC- Chapter 9 Option(s) Total Chpt. 9 Credos Heating,Coofing&Domestic Hot Water System Type EtGdce�ncy • Heatin ci o r�i� e-r o c t <a Coolin DHW LS5 � �v Duct&Building Air Leakage All ducts&HVAC in conditioned space Ono) Insulation R- Test Method: 2!CTotal leakage _Leakage to exterior ,Air handler present Test Target CFM@25Pa .Test Result CFM@25Pa Building air leakage target:SLA<0.00030-Tested leakage:SLA=,o0e 21 2 Onsite Renewable Energy Electric Power System System type: Rated annual generation Kwh r o , w N no ( � > o g `° P. rD a CP cn z 00 W v' O � r O z 00 x � H cn � r) z � oz � yyIt 0 tTlz o z C� z ") d > z o tTlr � orD � � n 7t It n� n r0 ry O C) � O o n rn d � N �? 6 O O n Iri o O O V z CIT"%� CIF ARLINGTON 38 N.OLYMPIC AVE.-ARLINGT ON,WA 98223 PHONE:(360)403-3551 Address:17316 84THAVEn ARLINGTON "LDING PERMIT Parcel#:01089200002100 Permit#:BLD20120207 OWNM APPL7CgN r Valuation: CORNERSTONE HOMES NW,LLC CORNS SI $314,000.00 ONE I10MES NW,LLC CONIT�A JP LAMPINEN JP LAMpI M PO BOX 14424 PO BOX 1 4 EN CORNERSTONE HOMES N MILL CREEK,WA 98082 MILL CREEK 4 JP LAMPMEN W,LLC jp(ucornerstonehomes.us jp@corriel ' WA 98082 PO BOX 14424 stonehomes.us MILL CREEK,WA 98082 PLUMBING CONTRAC X* Lic#:CORNE IN9470A Ex ADVANCED PLUMBING INNM OV;q T�C`�'CO gCj�R p 9/1/2012 9630 145TH ST SE 17405 SN coMT•oRT SYSTEM SNOHOMISH,WA 98296 SNOHO1\.rOH0MISHAVE Lic#:ADVANPL917LS Exp:6/10/2013 Lic#:INNC) WA 98296 VCS895PIvI Exp: 10/14/2013 .JOB DESCRIPTION New Single Family Residence PERMIT TYPE: Residential STORIES: 3 DWELLING UNITS: 1 COPERMIT yPEUP: Single Family Residence New CODE: 2009 IRC OCC GROUP V-B OCC LOAD R-3 N/A I AGREE TO COMPLY WITH CITY AND STATE LAW �Mn APPROVAL THEREBY, NO PERSON WILL BE EMPLOYED IN VI N G[JLATING CONSTRUCTION WORKMEN'S COMPENSATION INSURANCE AND RCW 1 8:27 OE THE LABOR CODE AND IN DOING THE THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY OF THE STATE OF WORK AUTHORIZED THE BUILDING I'll RELATING TO OFFICIAL OR HIS/HER DEPUTY IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRU AND ALL FEES CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED,1BC1 10 IR RE UNTIL A FINAL INSPECTION ARE PAID. CI 10. HAS BEEN MADE AND APPROVAL OR A Al S TAX ' Tt Et Sales tax relating to construction and construction materials in the (ot and code Ci of Arlington#3101. City of Arlington must be reported on your sales tax return O/A /// s ig lure � Print Name D /� ' ate "'2 Released /2- Date ------ ARCHIVE � APPLICANT ASSFsSOR OTfIFR NASH &ASSOCIATES ARCHITECTS PLAN 2879 BEAM, LATERAL & SEISMIC CALCULATIONS ?. 12 REGIS"i E Af CH f RY THOMAS NAS�I TATE OF WASHINCTDN RECEIVE® AUG 2 3 2012 COA Engineering Dept. -�j3)ZW-02M 2009 I B C JANUARY 1, 2012 I 11644 N.E. 80lh St Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WNW.NASH-ARCHITECTS.COM NASH, JONES CLIENT: ANDERSON BEAM DESIGN DATA PROJECT: DATE: NAME: Amhitectm & PLaaene Roof Loads: LL 25#/sf DL 15 #/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40#/sf DL 10 #/sf Total 50#/sf Deck Loads: LL 60#/sf DL 10 #/sf Total 70#/sf Soil: 1500 PSF Min. Concrete: Per IBC 09 Masonry: Per IBC 09 Steel: Per IBC 09 Wood: Per IBC 09 Nailing: Per IBC 09 4" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1.600,000 6" Beam: Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 Joists & Hem Fir #2 Rafters: fv = 75 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 165 PSI fb = 2,400 PSI (reduced by size factor, CF*KI) E = 1.800,000 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GREAT ROOM B-1 Date:8/20/12 Selection 4x 10 DF-L#2 Lu=0.0 Ft Condition NDS 2005 Min Bearing Area R1=2.6 in2 R2=2.6 in2 (1.5)DL Defl= 0.02 in Data Beam Span 6.0 ft Reaction 1 LL 1080# Reaction 2 LL 1080# Beam Wt per ft 7.87# Reaction 1 TL 1614# Reaction 2 TL 1614# Bm Wt Included 47# Maximum V 1614# Max Moment 2420'# Max V(Reduced) 1199# 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 0.05 0.03 Critical 26.89 9.99 0.30 0.20 Status OK OK OK OK Ratio 54% 31% 16% 14% Fb(psi) Fv(psi E(psi x mil) Fc L (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:360 Uniform TL: 530 =A Uniform Load A 0 R1 = 1614 R2= 1614 SPAN=6FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek a.,z�a7licensed -' tO tilichael Johnson GB-1 GARAGE Reg#7992-66428 Selection 4x 10 DF-L#2 Conditions NDS 2005 Date:5/10/11 Min Bearing Area � Lu=0.0 Ft Beam Span � _ .7 in2 Data R2- 1'7 mz (1.5)DL Defl_ Beam Wt per ft �'0 tt Reaction 1 LL = 0.01 in Bm Wt Included -87# Reaction 1 TL 840# Reaction 2 LL Max Moment 'S5# Maximum V 1078# Reaction 2 TL 840# TL Max Deft L j886'# Max V(Reduced 1078# 1078# LL Max Defl L / 36p TL Actual Defl )L/1000 Attributes Section W S h e LL Actual Deft L/>1000 Actual 49.91 32 aa- TL Deft in LL DO Critical 20.95 7_0 0.05 Status OK 0.35 0.04 Ratio 42% K 0.23 22 � OK OK F=-b 14% 15% Values Reference Values 900' Fv si E Ad'usted Values 7 0g0 180 si x mil Fc L si Adiustments CF Size Factor 7 _2p0 180 1.6 625 Cd Duration -1 -0p 1'6 625 Cr Repetitive -1 _Op 1.00 Ch Shear Stress Cm Wet Use 7 -pp N/A Cl Stability 1.00 ,0 1.00 Ab=0.00 1.00 Le=0.00 Ft 1.00 Loads Uniform LL: 240 Uniform TL:300 =A Unifo r n load A R1 =1078 SPAN o 7 FT R2 78 Uniform and partia I uniform loads are Ibs Per lineal ft. BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 GARAGE GB-2 Date:8/20/12 Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Condition NDS 2005 Min Bearing Area R1=7.6 in2 R2=7.6 in (1.5)DL Defl= 0.16 in Recom Camber—0.24 in Data Beam Span 16.0 ft Reaction 1 LL 3840# Reaction 2 LL 3840# Beam Wt per ft 16.81 # Reaction 1 TL 4935# Reaction 2 TL 4935# Bm Wt Included 269# Maximum V 4935# Max Moment 19738'# Max V(Reduced) 4241 # TL Max Defl L/240 TL Actual Defl L/360 LL Max Defl L/360 LL Actual Defl L/514 Attributes Section in3 Shear in 2) TL Defl(in) LL Defl Actual 155.67 69.19 0.53 0.37 Critical 98.69 26.50 0.80 0.53 Status OK OK OK OK Ratio 63% 38% 67% 70% 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:480 Uniform TL: 600 =A Uniform Load A R1 =4935 R2=4935 SPAN= 16FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2007 licensed to:Michael Johnson Reg#7992-66428 BASEMENT BB-1 Date:7/05/11 Selection 5-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.1 in2 R2=6.1 in2 (1.5) DL Defl= 0.12 in Recom Camber=0.18 in Data Beam Span 14.0 ft Reaction 1 LL 3080# Reaction 2 LL 3080# Beam Wt per ft 14.94# Reaction 1 TL 3955# Reaction 2 TL 3955# Bm Wt Included 209 # Maximum V 3955# Max Moment 13841 '# Max V(Reduced) 3390# TL Max DO L/240 TL Actual DefI L/412 LL Max Defl L/360 LL Actual Defl L/588 Attributes Section W Shear in2 TL Defl in LL DefI Actual 123.00 61.50 0.41 0.29 Critical 69.21 21.19 0.70 0.47 Status OK OK OK OK Ratio j 56% 34% 58% 61% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 2400 240 1.8 650 Adiusted 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:440 Uniform TL: 550 =A Uniform Load A R 1 =3955 R2=3955 SPAN= 14 FT Uniform and partial uniform loads are lbs per lineal ft. BeamChek v2007licensed to:Michael Johnson Reg#7992-66428 BASEMENT BB-2 Date:7/05/11 Selection 5-1/8x 9 GLIB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.8 in2 R2=6.8 in2 (1.5)DL Defl= 0.06 in Recom Camber--0.09 in Data FB am Span 8.0 ft Reaction 1 LL 3520# Reaction 2 LL 3520# am Wt per ft 11.21 # Reaction 1 TL 4445# Reaction 2 TL 4445# W t tIncluded 90 # Maximum V 4445# Max Moment 8890 W Max V(Reduced) 3611 # TL Max DefI L/240 TL Actual DefI L/477 LL Max Defl L/360 LL Actual DefI L/664 Attributes Section(W) Shear in2 TL Defl(in) LL Defl Actual 69.19 46.13 0.20 0.14 Critical 44.45 22.57 0.40 0.27 Status OK OK OK OK Ratio 64% 49% 50% 54% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2400 240 1.8 650 Adjust d 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:880 Uniform TL: 1100 =A Uniform Load A R1 =4445 R2=4445 SPAN=8 FT Uniform and partial uniform loads are Ibs per lineal ft. ' CLIENT: NASH, JONES LATERAL DESIGN DATA PROJECT: ANDERSON PER IBC 09 DATE: NAME: Architects & P]saaarm WIND per Sec. 1609 EARTHQUAKE per Sec. 1613 Design per ASCE 7-05 Design per ASCE 7-05 CHAPTER 6 WIND LOADS CHAPTER 12 Equivalent Lateral Force Procedure Design Wind Pressure: pa = (X)(lw)(p.) Base Shear: V =1.2 Sd S(W) where a = Exposure Factor where: Cs = Seismic Response Coefficient lw = Importance Factor W = Efficient Seismic Weight peso = Base Design Pressure (Ss)(S1) / R = (Cs) SITE/PROJECT SPECIFIC VALUES: SITE/PROJECT SPECIFIC VALUES: Basic Wind Speed = 85 mph (V )3s Ss = 1.6 per USGS S1 = 0.90 per USGS Site Class D2 (Default) X = 1.00 Exposure "B" (<30') Seismic Design Category D lw = 1.00 R = 6.5 from Section 12 Paso= FROM CHAPTER 6 1 = 1.00 Cs = 0.150 per Section 12 STANDARD DESIGN INFORMATION The information described below is to be used unless otherwise noted on the plans. WOOD DESIGN per Sections 2301 & 2301.2.1 Allowable Strength Design when applicable; per 2308 Conventional Light—Frame Construction MINIMUM NAILING REQUIREMENTS per Table 2304.9.1 ANCHOR BOLTS: 5/8" Din. X 10", A307 or better, w/ 7" min. Embedment. V = 1104 #/bolt CONCRETE DESIGN per Chapter 19 & ACI 318-02 concrete f c = 2500 psi rebar fy = 40,000 psi MISCELLANEOUS HARDWARE SIMPSON Strong—tie Connectors or equal 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM EJOEIHI 01 Ll oG'� i LL W t , I V -- I � - I � I I I I I I � J f I I i I I I I I 0 I I I I y I t I I I I � N ^ ^ ll_ V `v 1 �1 V k k d 13 � N � V � k �- ° �� m V ^ N O CLIENT: NASH, JONES LATERAL CALCULATIONS PROJECT: ANDERSON WIND WORKSHEET DATE: PER IBC 09 NAME: Architects a Plennen 85 M.P.H. P = 15.9 PSF FRONT ELEVATION LEFT ELEVATION REAR EALEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL ® specified height) LENGTH (ft) (#/it) TYPE 56 ISM l L( O 2�3 �U1P ll3 k g �l 5 'u CO-9 13x-aelstG _- � i �6ua k(Stq l 1511 Z.itAr?/ (16XgklS,a t15/ ! 38oO `l° r q.5 1 Z 3.5' P/- (9 BAN �3 kQ '�-M g I +-I$6a 372� 5 tt 13 P1-3' XZA G kv dO k-Q A- Cf k t'S(OD a 9 N !$ Q�3 11644 N.E. 80th St. and, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM NASD, SON CLIENT: ANDERSON SEISMIC ANALYSIS PROJECT: PER IBC 09 DATE: NAME: Architects & Planners 1 Weight of Building: Roof Assembly. Asphalt Shingles - 2.00#/ft Cedar Shakes - 2.25#/ft Tile - 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.60 ##/ft Trusses ® 24" o.c. - 1.75 #//ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 ##/ft R-38 Insulation - 2.35##/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25##/ft 1/2" GWB Ceiling - 2.00##/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00##/ft Total 9.75#/ft Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00#/ft 1st & 2nd Floor Assembly. Caret / Pad - 0.50#/ft Hardwood - 2.50#/ft 3/4' T&G Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 2x10 ® 16' o.c. - 2.30#/ft 2x10 ® 16" o.c. - 2.30#/1t 1/2" GWB Ceiling - 2.00#/ft 1/2" G1113 Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10.00#/ft Use 10.00#/ft Interior Wall Assembly. Exterior Wall Assembly. 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 ® 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft 2x6 ® 16" o.c. - 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 #/ft Use 8.00#/ft 1/2" GWB - 2.00#/It Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3.20#/ft 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM CLIENT. NASK JONES SEISMIC ANALYSIS PROJECT. ANDERSON PER IBC 09 DATE: NAME: Architects k Planners 2 SEISMIC: V = (C.) (WO (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X Oo sf = 13000 or (Tile) 18#/ft X sf = Exterior Walls: L x 10#/sf x 1/2 (h) 7&0 /140 k(G �1 (�/ (E� Interior Walls: L x 8#/sf x 1/2 (h) ��O 15-0*'g k � 01 TOTAL 2,3 V 1st Level: Roof: (1st Floor Roof) 10#/ft X sf = 2nd Floor. 10#/ft X 12 O sf = 12 Y On Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) I i z O 576'&4- I1-fC4k(c7k (El) Interior Walls: (I2) + L x 8#/sf x 1/2 (h) q'000 4- 570 k8 k�1 `� ao (I1) TOTAL = 3 3 Basement: '/ /'� 1st Floor: 10#/ft X sf = ft "I� V Exterior Walls: (E1) + L x 10#/sf x 1/2 (h) 1-7rJ 0i"� I is 2 0 4- ( col k-(o �1 Liz/l/ Interior Walls: (I 1) + L x 8#/sf x 1/2 (h) 3 ie�(OG� by�QI�I TOTAL _ �38U� 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM CLIENT: NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC 09 DATE: NAME: Architects A Plsnnen 3 BASE SHEAR: V = (C. ) (Wdl) Plywood LEVEL 2: Wdl Zg 13 # x 0.166 = LEVEL 1: Wdl C10 f/ # x 0.166 = TOTAL:- Wdl 7 31 $ # x 0.166 = �IC 3 (V) Dead Load He' ht Moment Shear ® Stor Level (Wdl) (h (Wdl)(h) TFx = [(Wd1)(b Remarks (Wdl)(h) woc om 3 2 23 7Z E0 30, 3 I a 303 3�3C 8 ,� 3) 1 �2 Total S 3! ?2(p 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1916 WWW.NASHJONESANDERSON.COM NASH, JONES CLIENT. ANDERSON SEISMIC ANALYSIS PROJECT: PER IBC 09 DATE: Architects k Planners NAME: a 4 W� I b A x A W azL) Wza O� w E-F ax �w x x N s s e- r co LIN x �w A a % H S ti Zxo z x �' cal � `� �I M w a — � �j a N oz, N 1 11644 N.E. 80th St~ Kirkland, WA 98033 (425) 828-4117 Pay (425) 822-1918 WWW.NASHJOxEsANi)ERsoN.COM Li CLIENT: NASH, JONES SEISMIC ANALYSIS PROJECT: ANDERSON PER IBC 09 DATE: NAME: Architects k Planner 5 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab 1/2 2. Maximum actual shear Vmax = Largest seismic wall shear 1500 �13514 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) 2, 1 - I o1G 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM E2OO:19 WSEC Residential Compliance Permit Number: ClC!h,?Y3.�20'}�,��I�1� ,"✓. �l "u.� .j d �:�",�'�' ,5�'.Y�.`Yf� ��r'� �e�} a.t ''�t�S�RtII!a c Y'p�t't'a�.`r't �'VJ2. �fE7P4:7]7✓IS' y. 3 ��-: EzYaidlr.� z.-r srs S;c.cs�#,.&i�c. �1`n:'j r s. o-J'.6si�''w i.�.+u1T ,,3,.asil� .`[eat x7e!•�U^I:a r��L,er x.f " ..it. General Information G Address: Q(A N 2 0�7 I Check the box for the applicable: Job Type: gJ New ❑Addition ❑ Remodel Conditioned Sq. Ft.: y Heating Fuel: ❑ Electric ❑LPG(Propane) Gas ❑Other Fuels Heating System: 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 Interactive formats are available online @ www.energywsu.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.enerQy.wsu.edu). This website includes forms, useful links, and downloadable versions of the WSEC. r - 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 prescri tive re uirements: Glazing U-Factor 9 Wall• Wall• Glazing g Door Wall q q Slab Option Area": U- Ceiling Vaulted Above int ext Floors on %of floor Vertical Overhead' Factor Ceiling3 Grade12 Below Below Grade 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.1 TB R 10 R-30 2. R-38 Adv. R-21 R-21 R-10 II. 25% 0.32 0.50 0.20 or R-49 R 38 Int.1 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 WWEClabk 6-1 for footnotes gadiant Slab: ❑ R-10 foam insulation,to the entire slab with thermal break(WSEC 502.1.4.9) Li Ming 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 VCntilation(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 eratin 50 cfm 100 cfm Continuous operation 20 cfm 25 cfm Chapter 9 outions 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 NIGH EFFICIENCY HVAC EQUIPMENT 1: I 1.0 Gas,propane or oil-fired furnace or boiler with minimum AFU of 92%OR Air-source heat pump with minimum H5PF of 8.5 lb HIGH EFFICIENCY HVAC EQUIPMENT 2: 2.0 Closed-loop ground source heat pump;with a minimum COP of 3.3 1c HIGH 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 DISTRIBUTION 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 FFFICIENT 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 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.1.' 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 UA from Table 5.1 by 15%,as determined using EQ.I.' 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.P Component performance compliance:Reduce the Target UA from Table 5.1 by 30%,as determined using EQ.1.' 4a AIR I EAKAGF 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 M150B 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 0.00015 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 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 AU_AII 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 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 LElectric Water Heaterwith 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 0.82 D_R_Solar water heating supplementing a minimum standard water 1.5 heater.Solar water heating will provide a rated minimum savings of 85 therms or 2DD0 kWh based on the Solar Rating and Certification Corporation(SRCC)Annual Performance of OG-300 Certified Solar Water Heating Systems2&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 50DO 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 2200 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 distrlbution of the wind speed at the site and height of the tower. See*SECWIE 9-1 forJbobwtes TOTAL CREDITS FOR THIS PROJECT Glazing Schedule (Electronic version available at:=4//www.energy.vesu.edu/Documents/Fre,cnp6ve Zones xlsx) Conditiontd Floor Aree Sum of UA for Heating System Sizing 1' 2 Sum of All Glazing Areas From Solo v Glazing to Floor Ana Ratio 602.7.2 Exception Ratio(not to exceed 1 Exterior Doors Plan Component Door Percent Width Height Glazing Door Door ID Dr.scn>tivn Ref. U-factor Glazed Ot. Foal h h Feet hvh Area Area UA One Emmul 3wewniu Dwi..21 9udme Feat Sum of Glazing Area,Door Area,and UA(do not Include exempt door) Area Wefghted U-UA/Ana Sum of Area and UA for He atingsystem size only(in c/ude exempt door) Vertical Glazing(Windows,Glazed doors using Exception 602.E 01) Plan Component Glazing Width Height Glazing IL) Doccri tion Rot. U-factor Ul. F"t h'd'Fart W4h Area UA 1 Wtr 13 '1 5 v 2 ` 0 L l2 2 r r .( 1C.• 8urrt of Area and UA Area Weighted V UA/Area z tovernead Glazing Plan Component Glazing Width Halpht ID OGMCr1 tion Rot. U Ot. Fact �' Fovt ''��' Aroo UA Sum of Area and VA Area Welghted U�VA/Arva Doube Olased Gordon Windows Section 002.7.2 Exception Plan Component Width Height ID Dencr' tion Ot. Feet ^"^ Feet Amt. UA Sum W Area :Uum or Area X 3(rhis total is automatically ine/uded in the glazing aria total.) Glazing VA for Heating System-Size vny-Area X 0.03 sSia]ple heating SVSten1 Size (Electronic version available at:htto://vyA vr.energ ) i Ncurneent4/Prescriptive Z_ongi,&Xj Indoor Design Temperature 70 Outdoor Design Temperature 77241 Design Temperature Difference (DT) AT=Indoor-Outdoor Design Temp 46 Conditioned Floor Area 2 Conditioned Volume Z Glazing Copy Sum of UA frorn Glazing Schedule Attic U-Factor X Area = UA R-49 0.027 3 S, 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 ZOa? P/� Floors U-Factor X Area = UA R-30 0.029 1 Yo CJ I 1 1 ] Below Grade Walls U-Factor X Area = UA 2' Depth Walls 0.042 3.5' Depth Walls 0.041 K DO 7' De lh �Nalis Q.037 2 , Slab Below Grade F-Factor X Length = UA 2'Depth 0.50 3.5' Depth 0.04 T Ue pth 0.57 Slab on Grade F-Factor X Length UA R-10 2' perimeter 0.54 R-10 Full- Heated 0.55 Sum of UA p?. Envelope Heat Load S2 Btu! Hour Sum of UA X a7 Air Leakage Heat Load !2 S/ Btu! Hour (,^.volume X 0.6)X AT")X.a16)f Building Design Heat Load 30 �2�13tu! Hour Air Leakace+ Envelope Heat Loss Building and Duct Heat Load 30-1-77 J13tu! Hour f ducts are located in unconditioned space:Sun•.of Bui d ng Heat Loss x 1.1s f ducts are located in cond tioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% c 6= 3tu! Hour Building and Dud Heat Loss X 1.50 BLD20120207 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT #: BLD20120207 A .� OWNER: CORNERSTONE HOMES NW, LLC-... STATUS: APPLIED ADDRESS: 17316 84TH AVE NE,ARLINGTON BALANCE: $0.00 x ' ISSUED: CREATED: 8/24/2012 1 SCREENS: Select Screen... FUNCTIONS Select Permit Function.. SINGLE FAMILY RESIDENCE NEW REVIEWS 21 PRINT ADD NEW SUMMARY - REVIE... DESCRIPTION JASSIGNE... 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 /,7 https:Hcoapermits.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Rev... 8/24/2012 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: (ED Residential Addition ED Residential Alteration Also Including: a Plumbing (a Mechanical Project Address: 17316 84th ave NE Arlington,WA 98223 Parcel ID#: 01089200002100 Lot#: 21 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): Vt Floor: 852 2"d Floor: 1218 3rd floor: 809 Deck: 124 Garage/Carport: 380 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 012 Contractor's License Number: coRNEHN9470A Expiration: si1iz- 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 Contr7 License Numb : I OVCS895PM Expiration 10/14/2013 he eby certify that tJeij ve information is correct and that the construction on, and the occupancy and the use of the above- des ribed roperty wilcordance with the laws, rules and regulation of thqf State r ashington.v RE( Ap is nts Signature Date Print Applicants Name OOA Engineering Dept. FOR STAFF USE ONLY Permit# A ted Bt 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 Multiplier Units 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 Un Fixture 40 its Traps(other than above items) Column Totals 21 Estimated Project Valuation Building Square Footage 3387 1 st Floor 852 2nd Floor 1218 3rd Floor 809 Basement 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. ressure in stye m n: psi. (Measure with gauge or check with Water Department) he by ertify that th ove information is correct and that the construction on, and the occupancy and the use of the above- de ribed property wit in a cordance with the laws, rules and regulation of the tate of YVashington. Ic nts 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: 0 New Residential (rD Addition/Alteration Project Description:New S F R Project Address: 17316 84th ave NE Arlington, WA 98223 ParcellD#: 01089200002100 Owner: Cornerstone Homes NW LLC Phone Number: 425-338-5888 Address: PO BOX 14424 City: Mill Creek State: W4 Zip Code: 98082 Contact Person:JP Lampinen 425-338-5888 Phone Number: Cell Phone: 425-923-0926 Fax: E-mail: jp@cornerstonehomes.us Address: PO BOX 14424 City: State: Zip Code Mill Creek WA 98082 Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swim ing P of El Other Authorized Signatur Date: v 2-31 7/ For Office Use Only Loll Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES NO 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: 17316 841h Ave NE Arlington,WA 98223 Parcel ID#: 01089200002100 Lot#: 21 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: ip@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 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: City: State: Zip Code: 17405 Snohomish Ave Snohomish WA 98296 Contractor's License Number: INNOVCS895PM Expiration: 10/14/2013 I h reb certify that the v information is correct and that the construction on, and the occupancy and the use of the above- d scrib d property will b ' accordance with the laws, rules and regulation of the State of Washington. 2� App c nts Signature Date JP Lam Lien nt Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY 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. /acknowledge ara all items desi d as submittal requirements must accompany my Building Permit Application to e nsidered a c mp to submittal. Signature: Date: -ce Z 77 O ner/Owner' epresentative Company: Corn e ston omes NW LLC Phone: 425-338-5888 6 MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN �.------------------------ -------.� I 1 I I ----------------------------------' YARD DRAIN PLAN VIEW 7SOLID PIPE TURNED "T D'SECTION PLAN � �IROOFDRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN 4" TEE . . . . . . . — 00%.. . . . . 2' MIN 1 MIN PLUG WITH 1/2" 1' MIN WASHED ROCK 1' MIN CENTERED HOLE 3/4"-1 1/2" - ----------------- YARD DRAIN OR CB -FINE MESH SCREEN SUMP W/SOLID LID 3' MIN MAX 100 10' MIN ►A _7 HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MINoil 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. 0- y O� APPWM BY L OUve DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DATE 04/W/nN STANDARD PLANS NUMBER W STM SKc 'Z RESIDENTIAL INFILTRATION TRENCH SD-14 �LING,tO AML RESIDENTIAL PERMIT WR SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. W One (1) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans _F-/ Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour (Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18" X 24", or maximum 30" X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑ SITE PLAN — REQUIRED WITH ALL SUBMITTALS .1 Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 10. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum #4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 '� - RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) i. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38" from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1 Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 6. Indicate the pitch of the roof. H. ❑✓ DOORS & WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. F✓ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360)403 3551 • FAX (360)403 3418 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. 2. Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. 9. Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 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 Steep Slope 10,Utility Easement 4o• Deck t^ \ •-sail Shed N \ 3a' \ � House 4160 1� Garage 1Z16 Deck 600 c J t Porch 192 Shed 12o pwetland Total 628& ' 32• S House Garage 36' Driveway + Porch —24' 'tv' lo,utility easement Plat Name Incline lot q 14 Scale 1"=20' Address 20402 Mt-View Or. 3 Parcel Number 0047 7600101 40 0 s Building Height 17' Su Total Building sgft. 5376 %too, 0 ae d t red � y.n Lot Size 18760 sq.ft. x 35%= 6566 sq.ft. �•w. n 511E Lot coverage 6288 sq.ft.=3}760 sq.ft. =34 % =2 trees on the lot;1 in front{l street t,eeca-c-11 and 1 in back TfN 0 MulfTr MAP 11 RESIDENTIAL PERMIT qW SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 The applicant shall submit two (2) copies of a site Improvement and Drainage Plan on 8.5"X 11" paper showing ALL of the following. (See attached example) General 1. Name, address and phone number of owner and/or contact person. 2. North arrow, 1" = 20' scale, date, lot number and plat, address and street name fronting proposed structure. 3. Location and finished floor elevation of all proposed structures and any existing structures on the site in relation to lot lines and corners. 4. All trees 6" diameter or greater are to specifically plotted in relationship to property corners; include size, species and intention to save or remove. Provide the drip line of trees to be saved. 5. Any sidewalk fronting the property and whether or not the street is improved or unimproved. Indicate whether the driveway apron will be modified, relocated or repaired. 6. Proposed elevation contours (2' interval) on the subject property along with existing contours or spot elevations. Indicate any slopes greater than two (2) feet horizontal to one (1) foot vertical. 7. Provide location of all silt fences. 8. Indicate any proposed rockery and/or retaining wall construction including associated drainage. 9. Note any existing walls or rockeries along with finished floor elevations or grades on adjacent lots. Water/Sewer 1. The location and dimensions of any existing utility easements (sewer, water, etc.) either public or private. 2. The proposed location of the sanitary sewer line including cleanouts and the proposed location of the water line along with the proposed connection points to the City's systems. Stormwater 1. Location and size of all wetlands, streams or drainage channels located within 25 feet of the site, which may involve or affect drainage of then site to be developed. Indicate swales, dips and pipes and provide a cross-section of the areas. If culvert pipes are proposed, indicate size, type and inlet/outlet information. 2. Indicate proposed location of foundation and roof drains along with appropriate cleanouts. 3. Indicate direction and location of surface water runoff entering the site from adjacent properties. After review of this plan, a list of site-specific requirements will be issued. A temporary erosion/sedimentation plan may be required in addition to this plan. 12 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 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for change-Out only * �: ❑ Completed residential mechanical permit application* ❑ Mechanical Appliance cut sheets* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergVCode.aspx Appliance location and distribution details, including gas piping info Required Inspections/Tests: ❑ Rough-in mechanical and Gas pressure piping Duct Leakage Test by a Qualified Technician (see exceptions) ❑ Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. ZON20120094 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120094 OWNER: CORNERSTONE HOMES NW, LLC-... STATUS: APPLIED ADDRESS: 17316 84TH AVE NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 8/24/2012 SCREENS:Select Screen... FUNCTIONS. Select Permit Function... GENERAL-BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION 4SSIGNE... DUE DATE LAST (#) 'REQ?DO... ASSIGN 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 https:Hcoapermits.arlington.local/PermitTrax/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: 17316 84t a NE Arlington,WAYQ23 Plat: Eagle Heights Div 11 Lot 21 Owner/Applic nt: ornerstone Home LC Signature: t�o ion of accuracy and Agreement to follow the City of Arlington Municipal Code Phone: (h) 425.338-5 8 (C) 425-923-0926 1. Please check one: ❑ a. Single-family dwelling ❑ b. Duplex ❑ c. Addition ❑ d.Accessory structure 2. Proposed Dimensions: W) 32 L) 39 H) 26 Total SF) 2879 3. Allowed Lot Coverage: Total Lot Size 7722 SF x 35% = 2702.7 SF 4. Actual Lot Coverage: (SF of all structures) 2242 _ 7722 (lot size) = 20.9 % (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. 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