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HomeMy WebLinkAbout19315 VALLEY VIEW DR_BLD20110057_2026 BUILDING INSPECTION REPORT Gl1 Y p1 Permit No. Address: ����Jr !//l .(Jle 7�lING10 Contractor: Owner: Date: APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before At Inspector: oze A4 ® Under-floor 19 Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT Y o� Permit No. / z6i Address: V (� 7 If coo Contractor: -TI",tf-V cN G 1� SZ 6 Owner: Date: - fTAPPROVAL ® 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 uzs�e. s 4 Inspector: u Date: �E azhl ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage '(nsulation ® Other: BUILDING INSPECTION REPORT Gt�Y O� Permit No. //—�Q,.5_7 Address: 1�? 3/5 Contractor: Owner: Date: Ice 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 Al Inspector: Date: ® Under-floor Framing , Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork /Mechanical ®Grid ® Struct. Slab ® Wood Stove Rough-in EllFinal ® Masonry ® Drainage ® Insulation 5 Other: BUILDING INSPECTION REPORT �"0 Y f Permit No. �� /��57 Address: Z �4e o Contractor: /,Aroma LING1 Owner: Date: ,__— - --74 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 RE4NSPECTION by 5:00 pm the day before Inspector: a Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation /Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 13 Other: BUILDING INSPECTION REPORT Glzv o� Permit No. Address: Contractor: 9�L1NG��� Owner: Date: - -----s 5�11- APPROVAL ® PARTIAL APPROVAL - ff 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 f Inspector: Date: SS// ® Under-floor ® Framing ® Gas Piping Footing El Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 19315 VALLEY VIEW DR,ARLINGTON Permit 9:BLD20110057 Parcel#:00910700004600 Valuation: $130,000.00 OWNER APPLICANT CONTRACTOR RUSH COAST DEVELOPMENT COAST DEVELOPMENT MICHAEL&SALLY RUSH TREVOR GASKIN TREVOR GASKIN 19315 VALLEY VIEW DR 19311 VALLEY VIEW DR 19311 VALLEY VIEW DR ARLINGTON,WA 982234032 ARLINGTON,WA 98223 ARLINGTON,WA 98223 Lie#:COASTDC948ML Exp:7/1 312 0 1 2 PLUMBING CONTRACTOR MECHANICAL CONTRACTOR HERE TO PLUMB COZY HEATING ARLINGTON,WA 98223 ARLINGTON,WA 98223 Lie#: Exp: Lie#: Exp: ,JOB DESCRIPTION ADDITION OF 2ND STORY OF 1277 SQ FT PERMIT TYPE: Residential PERMIT GROUP: Addition STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 1 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 IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Release y D to ARCHIVE APPLICANT ASSESSOR OTHER BLD20110057 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. • FYI's Insulation per 2009 WSEC Safety Glazing at sliders Continuous handrail at stairs • returned to wall Roof drains to approved system PERM IT FEES Date Description Fee Amount Paid Balance Due 4/29/2011 Plumbing Permit Fee $121.00 $0.00 $121.00 4/29/2011 Building Permit Fee(QTY: 1) $1,465.20 $0.00 $1,465.20 4/29/2011 Building Plan Check Fee(QTY: 1) $952.38 $0.00 $952.38 4/29/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $2,543.08 $0.00 $2,543.08 CALL FOR INSPFCTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. • None 1 I REED & ASSOCIATES, PS Civil & Structural Engineering 8311-212th St SW Edmonds, WA 98026 Office(425)778-2793 Fax(425)775-2073 STRUCTURAL CALCULATIONS FOR: Coast Development Lateral Analysis & Design of an Upper Floor Addition to Existing "SFR" By. Home Design (RECEIVED APR 2 8 2011 OFF10- COA PERMIT CENTER 2009 IBC NOT VALID WITHOUT A WET JOB # 11-155 SIGNATURE Date Eng # Desc. 4/25/2011 MH 2 Original Calculation r,O�EW M. Ay q, 44226 Exviaes 03/01J 1?. WENDELL E. REED, PE, CBO Lateral Analysis !BC 2009 R&A Job#: 11-155 Description: 0 Engineer: MH Governing Code: 2009 International Building Code all references in right margin are 2009 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria [3041 Roof Walls Floors I Snow I Partitions Live Load(psf) 25 40 25 Dead Load (psf) 15 10 10 0 10 1603.1.4 Wind Design Criteria [3041 1. Basic Wind Speed 85 mph F 1609[320] 2. Wind Importance Factor IW 1.00 ASCE 7 T 6-1[77] 3. Wind Exposure Category "B" 1609.4[325] 4. Internal Pressure Coefficient +/- 55 ASCE 7 F 6-5[47] 5. Components and Cladding design pressure +/- 10 psf ASCE 7 6.4.2.1.1 [24] 1603.1.5 Earthquake Design Data [3051 1. Seismic Importance Factor IE 1.00 ASCE 7 T 11.5-1[116] 2. Short Period Acceleration SS 1.25 F1613.5(1)[348] 2. 1-Second Accelleration S, 0.4 F1613.5(2)[350] 3. Site Class D T1613.5.2[341] 4. Spectral response coefficient Sos 0.83 EQ 16-36138[340-2] 4. Spectral response coefficient Sp1 0.43 EQ 16-37139[340-2] 5. Seismic Design Category D T1613.5.6(1)and(2)[343] 6. Seis. Force Resisting System A.13. ASCE 7 T 12.2-1[120] 7. Design Base Shear 8645 Ibs 8. Seismic Response Coefficient CS 0.13 ASCE 7 EQ 12.8-2[129] 9. Response Modification Factor R 6.5 ASCE 7 T 12.2-1[120] 10. Analysis Procedure used Simplified ASCE 7 12.14[135] Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.1 Wind Design (Method 1) IBC 2009 Simplified Wind Load Method ASCE 7 6.4[231 Basic Wind Speed 85 mph 1609.3[319], F1609[3201 Wind Exposure Category B 1609.4[325] Wind Importance Factor 1.00 ASCE 7 T 1-1[3]& T 6-1[77] Height& Exposure Adjustment X= 1.00 ASCE 7 F 6-2[40] Topographic Factor Kzt= 1.00 ASCE 7 6.5.7.2[26], F 6-4[451 Wind Pressures ASCE 7 6.4.2.1 [241 ps= 7,Kn I PS30 ASCE 7 EQ 6-1[241 Minimum pressures shall not be less than assuming the pressures for ASCE 7 6.4.2.1.1[24] zones A, B, C, & D all equal 10 psf, while zones E, F, G, & H all equal zero. Roof Pitch 6 :12 or 26.565 degrees Ridge Elevation 25 ft Eave Height 18 ft Mean Roof Height, h 21.5 ft ASCE 7 6.2[221 Zone Pressures, (AVI,)(psao) ASCE 7 F 6-2[38 85 Horizontal Pressures Vertical Pressures Overhangs 0 A B C D E F G H EOH (30H 1 13.93 4.33 10.34 3.84 -4.08 -8.42 -3.07 -6.91 -9.58 -8.57 2 4.04 2.75 3.19 2.19 -0.08 -4.45 0.87 -2.94 -1.41 -1.63 Horizontal Zones Areas & Forces, Fx ASCE 7 F 6-2[371 End zone distance, 2a, where"a" equals the smaller of 10 percent of least horizontal dimension (I.h.d.) or 0.4h, but not less than either 4 percent of Ihd or 3 feet. D F x 37, Cp sx, x = A Diaphragm (x = 2) Front to Rear Side to Side Lh.d. (ft) = 40 A B C D A B C D a (ft) = 4 Areas 52 41 110 72 64 84 136 238 2a (ft) = 8 Forces Fx = 2314 Fxmin= 2745 Fx = 3573 Fxmin = 5215 Diaphragm (x= 1) Front to Rear Side to Side I.h.d. (ft) = 40 A B C D A B C D a (ft) = 4 Areas 104 45 196 20 138 0 324 0 2a (ft) = 8 Forces Fx = 3747 Fxmin= 3650 Fx= 5272 Fxmin = 4620 Version 7.0 Pg 1.1 Seismic Design IBC 2009 Site Clasification, Criteria Selection & Minimum Design Lateral Force Occupancy Category II ASCE 7 T 1-1(3] Seismic Importance Factor IE 1.00 ASCE 7 T 11.5-1[116] Seismic Design Category D T1613.5.6(1)and(2)(343] Site Class D T1613.5.2[341] Short Period Acceleration Ss 1.25 F1613.5(1)[348] 1-Second Acceleration S, 0.4 F1613.5(2)[350] Seis. Force Resisting System A.13. ASCE 7 T 12.2-1[120] Response Modification Factor R 6.5 ASCE 7 T 12.2-1[120] Design Spectral Response Acceleration Parameters Site Coeffiecient, Fa 1.0 T1613.5.3(1)[341] Site Coeffiecient, Fv 1.6 T1613.5.3(2)(341] Substitute equations 16-36& 16-37 into 16-38 & 16-39 respectively, 2 S DS= —•F a•S S SDS = 0.83 EQ 16-36138[340-2] 3 2 S D 11 _—3•F v•S 1 SDI = 0.43 EQ 16-37139[340-2] Simplified analysis Seismic base shear ASCE 7 12 14 8[1411 V= (F SDs/R) W Where: F=1.1 for(2)-story ASCE 7 EQ 12.14-11[141] Vertical Distribution, Forces at each level ASCE 7 12 14 8[1417 F,_ (wX/W) V Fx= 0.141 x w,r ASCE 7 EQ 12.14-12[141] Effective seismic wei ht & Forces Ibs at Level x roof area(ft) floor area(ftz) story height(ft) wall length(ft) Diaphragm (x=2) 1700 0 8.1 140 wx Fx= 4396 weight(Ibs) 25500 0-T 5670 31170 Diaphragm (x= 1) roof area(ft) floor area(fC) story height(ft) wall length(ft) w 608.75 1326.5 7.75 175 x Fx= 4914 weight(Ibs) 9131 13265 6781 34848 Version 7.0 Pg 2.1 Allowable Stress Design Loads For Wood IBC 2009 Design shall be in accordance with Sections 2304-2306. 2301.2.1[451] Structures using wood shear walls and diaphragms to resist 2305.1[466] wind, seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305, 2306 and 2307. Design per Alternative Basic Load Combinations 1605 3 2(309I For worse case effect with wind load, L &S shall be zero. 1605.1[308] Equations 16-17, 16-18, & 16-19 become, D + coW Where w equals 1.3, W equals FX of the respective diaphragm, and 1605.3.2[309] D shall be multiplied by two-thirds. For worse case effect with seismic load, L &S shall be zero. 1605.1[308] Equation 16-21 controls, 0.9 D + E/1.4 , substitute ASCE 7 EQ 12.4-1 for E (pQE - 0.2SDSD) 0.9 D + - _ , simplify&arrange variables 1.4 (0.9 -0.14SDS) D + P QE 1.4 Where QE equals F,of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction, diaphragms and shearwalls shall resist, Wind Design Loads, 1.3 Fx For Kzt= 1.00 Front to Rear Side to Side Diaphragm Force(Ibs) Force Ibs) x=2 3569 6780 x= 1 4745 6006 Seismic Design Loads, (p/1.4) Fx p= 1.3 ASCE 7 12.3.4.2[126] Diaphragm Force(Ibs) x= 2 4082 x= 1 4563 Version 7.0 Pg 3.1 Allowable Stress Design Loads For Wood - cont Sum the moments about the base of a shearwall, overturning shall resist, (v•w)•h - D•W + P•w for wind 3 2 (v•w)•h - (0.9 -0.14 S DS) D•2 + P•w for seismic Where, v =shear per linear foot of shearwall w =width of shearwall h = height of shearwall D = resisting dead load centered over shearwall P = resisting dead load at end of shearwall Free Body Diagram of a ShearWall P D (V x leh h sum MOMM I—AM OOMU w Version 7.0 Pg 3.2 Level o� Segment Tributary loads Wind Seismic Wall Line (x) �c�` O�� Fwf Width ght wr wr wfaHeiT(x) T(x+1) T(x) T(x+1) Seis max 1 2 1 F-R 4.50 8.1 6 2 1 -270 -320 Wind Seis 4.50 8.1 6 2 -270 -320 VD(x+1)[Ibs] 4.00 8.1 2 8.5 -425 -501 41 % 17% 17% 4.00 8.1 2 8.5 -425 -501 41 VD(x)[Ibs] 606.645 693.904 VT(x)[Ibs] 606.645 693.904 L 17.00 17.00 V 36 41 IBC 2305 max 41 TMAX(x)[Ibs] 2 2 F-R 8.75 8.1 2 1151 1 496 1 544 Wind Seis VD(X+1)[Ibs] % 50% 50% VD(x)[Ibs] 1784.25 2040.89 VT(x)[Ibs] 1784.25 2040.89 L 8.75 8.75 V 204 233 IBC 2305 max TMAx(x)[Ibs] 496 544 3 2 F-R 11.20 8.1 6 2 -383 -457 Wind Seis 5.83 8.1 6 2 -75 -99 VD(X+1)[Ibs] % 33% 1 33% VD(x)[Ibs] 1177.61 1346.99 VT(x)[Ibs] 1177.61 1346.99 L 17.03 17.03 V 69 79 IBC 2305 max TMAx(x)[Ibs] 4 2 F-R Wind Seis VD(X+1)[Ibs] 0/0 VD(x)[Ibs] VT(x)[Ibs] L V IBC 2305 max TMAX(x)[Ibs] Version 7.0 Pg 4.1 Level o� Segment Tributary loads Wind Seismic Wall Line (x) �o�` O�� Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max 1 1 F-R 4.25 7.75 2 2 513 473 Wind Seis 4.25 7.75 2 2 8.5 1.3 358 292 VD(x+1)[Ibs] 606.645 693.904 2.25 7 2 2 544 521 196 % 20% 20% 2.00 7 2 2 553 531 221 VD(x)[Ibs] 949 912.673 VT(x)[Ibs] 1555.65 1606.58 L 12.75 12.75 V 122 126 IBC 2305 max 221 TMAx(x)[Ibs] 553 531 2 1 F-R 19.00 7.75 1.3 8.5 696 599 Wind Seis VD(x+1)[Ibs] 1784.25 2040.89 % 50% 50% VD(x)[Ibs] 2372.5 2281.68 VT(x)[Ibs] 4156.75 4322.57 L 19.00 19.00 V 219 228 IBC 2305 max TMAX(x)[Ibs] 696 599 3 1 F-R 5.00 7.75 1 18.5 1.3 505 466 Wind Seis 10.40 7.75 18.5 1.3 211 124 VD(x+1)[Ibs] 1177.61 1346.99 4.50 7.75 8.5 1.3 532 498 30% 30% VD(x)[Ibs] 1423.5 1369.01 VT(x)[Ibs] 2601.11 2716 L 19.90 19.90 V 131 136 IBC 2305 max TMAx(x)[Ibs] 532 498 4 1 1 1 F-R Wind Seis VD(X+1)[Ibs] VD(x)[Ibs] VT(x)[Ibs] L v IBC 2305 max TMAX(x)[Ibs] Version 7.0 Pg 4.2 Level o� Segment Tributary loads Wind Seismic Wall Line ( ) ���` x O`� [Widthjld wf Fwfa T(x) T(x+1) T(x) T(x+1) Seis max A 1 2 1 S-S 17.75 8.1 8.5 2 -778 -1335 Wind Seis 9.25 8.1 16 2 -510 -1022 VD(x+1)[Ibs] 9.00 8.1 16 2 -484 -992 50% 50% VD(x)[Ibs] 3389.75 2040.89 VT(x)[Ibs] 3389.75 2040.89 L 36.00 36.00 V 94 57 IBC 2305 max TMAx(x)[Ibs] B 2 S-S 17.00 8.1 2 2 -101 -586 Wind Seis 16.00 8.1 15 2 -1109 -1759 VD(X+l)[Ibs] % 50% 50% VD(x)[Ibs] 3389.75 2040.89 VT(x)[Ibs] 3389.75 2040.89 L 33.00 33.00 V 103 62 IBC 2305 max TMAX(x)[Ibs] C 2 S-S Wind Seis VD(X+l)[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L v IBC 2305 max TMAX(x)[Ibs] D 2 S-S Wind Seis VD(x+1)[Ibs] VD(x)[Ibs] VT(x)[Ibs] L v IBC 2305 max TMAX(x)[Ibs] Version 7.0 Page5.1 Level \o� Segment Tributary loads Wind Seismic Wall Line ( ) �o'� x O�� Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A I1 S-S 24.00 7.75 78 1 -288 Wind Sells 6.00 7.75 546 256 VD(x+l)[Ibs] 3389.75 2040.89 12.00 7.75 390 74 % 25% 35% VD(x)[Ibs] 1501.5 1597.18 VT(x)[Ibs] 4891.25 3638.07 L 42.00 42.00 V 116 87 IBC 2305 max TMAX(x)[Ibs] 546 256 B 1 S-S 17.50 7.75 11.3 8.5 333 -241 Wind Sells 17.00 7.75 11.3 8.5 348 -223 VD(x+1)[Ibs] 3389.75 2040.89 4.00 7.75 1.3 8.5 743 237 % 50% 50% VD(x)[Ibs] 3003 2281.68 VT(x)[Ibs] 6392.75 4322.57 L 38.50 38.50 V 166 112 IBC 2305 max TMAX(x)[Ibs] 743 237 C 1 S-S 31.00 7.75 -631 -1000 Wind Seis VD(x+1)[Ibs] % 25% 15% VD(x)[Ibs] 1501.5 684.504 VT(x)[Ibs] 1501.5 684.504 L 31.00 31.00 V 48 22 IBC 2305 max TMAX(x)[Ibs] D 1 s-S Wind Seis VD(X+1)[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L V IBC 2305 max TMAX(x)[Ibs] Version 7.0 Page5.2 Shear wall Summary Sheetin Ze m'ts Shear Transfer Overturning Values Wind Seis Max Wind Seismic Wind Seismic 1 -2nd 25 41 1 1 36 41 2-2nd 146 233 1 3 204 233 3-2nd 49 79 1 1 69 79 4-2nd I A-2nd 67 57 1 1 94 57 B-2nd 73 62 1 1 103 62 C -2nd I D-2nd 1 - 1st 87 221 1 1 122 126 2 - 1st 156 228 1 3 219 228 ` 3- 1 st 93 136 1 1 131 136 4- 1st I A- 1st 83 87 1 1 116 87 B- 1st 119 112 1 2 166 112 C- 1st 35 22 1 1 48 22 D - 1st I SW-1 SW-2 Sheathing 221 233 (plf) Shear Flow 166 233 (plf) Shear Transfer Connectors - CD = 1.6, Hem-Fir Connector Z(Ibs) 16d Nails 195.2 Ibs 200INDST11N[97] 14.1 10.1 0.0 0.0 0.0 0.0 16d Slant Nails (v<150plf) 162 Ibs 200INDS TI IN[97] 11.7 8.3 0.0 0.0 0.0 0.0 Simpson A35 Clip 450 Ibs Simpson C-2004[1401 32.5 23.2 0.0 0.0 0.0 1 0.0 Simpson H1 Truss Connector 430 Ibs Simpson C-2004[136] 31.1 22.1 0.0 0.0 0.0 0.0 Simpson DTC Clip 111 Ibs Simpson C-2004[107] 8.0 5.7 0.0 0.0 0.0 0.0 1/2" Diameter Anchor Bolts (2x) 912 Ibs 2001NDS T11E[85] 65.9 1 47.0 0.0 0.0 0.0 0.0 5/8" Diameter Anchor Bolts (2x) 1328 Ibs 2001NDS T11E(85] 96.0 1 68.4 0.0 0.0 0.p__7 0.0 5/8" Diameter Anchor Bolts (3x) 1664 Ibs 2001NDS T11E[85] 120.3 85.7 0.0 0.0 0.0 0.0 Page6.1 U _ C) L H Lr) 0 N LZL.I N N r- N —, 00 r- N — O ''t CO d U O W U U U) = = 0 0 W m U V) o C) L W O co (D O ELL 0 V V r- �W3E Z: a x -(n U) co m X W ¢� U) - O C) WE�� Zp M X x a'bmo O Z N oO •� U-¢ 0 0 O UI H O j J J - 0 0 Q 0 Q H N N W O ¢ H (L w p p cn ¢ ¢ N 0 O ob W LL U U Z = a 0 O 0- a U) N 0) 0 J J N W Q Z O W m� m 0 a J Y c5Z=k O O`u ELL N _ ¢ U) w n Y L -O -D a A W b J_ w 7 a) a) 'tSa�� Z C) O b N N ZW �• O Om LJJC) aO C Wo J a m N N O 0 LLI n U U 0 O O 0C O U 0 p •D -' uj CO CO C O X X � O C O O CN DN CO W ¢COO - O 'D N m p o :3 2 00 co fU6 o L N N M O 7 C W U) p ma c — a) _o o m ¢ (n co (o ti Uco = J m — CV Z N o 3 0 -N'� in m m = n v m > c o c a) ° _ -0 M a c `O m a) C)i o s O U fn 7 L U) D CO ¢ = r- U m a C C � W F- O W C (n � c �' `- (nvU o m _ F.-. a) C C V) O - 0 = U) a) :O a) O .L.. C ID J CO d m o IL Z m 5 a a) -'D coD ci M (2 C6 � m J O m O co a 7 C m m cn °" — x aaNcoT ? �_ V Q co JO O co OV..E QJEEa) 3a) NUZI0I 2 ymJO N ErN = f~ O CO co U) JO M L) a) en N -0— CD — v)°� �v cn � ui � .E c °� � J F— z W S Q a) a (n " m r Y U) ` a) L c_ w a_Ui Q Q 2 Q� m n am oa .�' cam ' aF- o O D) (n E w orS N 06 E U a) x 0 m -a O -0 m a J (n cL X N a0 E a Q = N W e N J C U U m (n C co N N C` E d 0 a) O I.f W 0 ¢ o m c 2 u) E � o x 2 � ca. E � �CO D E .- m o a c a) c ami o a o `��° a) E a ) m o Q _ E m U O D a) L O N (n Q) "-' In a 'C 0) U L C wcn E U � � F- S ,o L) c) uoi c g Q ami � LQ TW wN c� C7 V� CV CO (� .~..N L O w V/ * U, (n REED & ASSOCIA �S, PS Civil&Structural Engineering 8311 212th St-SW,Edmonds,WA 98026 ' Office(425)776-2793 Fax(425)775-2073 General Structural Notes —Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION, OR OTHER GOVERNING CODE, AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6" MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM_TO ASTM A-185 AND SHALL BE 6X6—W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS (4x_AND GREATER): DF-L#2 JOISTS/STUDS (2x_): HF#2/STUD GLUE LAMINATED BEAMS (GLB) 24F-V4(24F-V8 AT CANTILEVERS) 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.9.1. ROOF- DIAPHRAGM INSTALL MINIMUM 1/2" CDX PLYWOOD(32/16) OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR (24oc)SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA : BASIC WIND SPEED—85 MPH IMPORTANCE, Iw= 1.0 WINDOW EXPOSURE, B SEISIMIC DESIGN CRITERIA: IMPORTANCE, le = 1.0 SS = 1.25 Site Class, D S1 = 0.40 SEISMIC DESIGN CAT., D SDS = 0.83 SEIS. FORCE RES. SYS, A.13. SD1 = 0.43 DESIGN BASE SHEAR = 8645 Ibs CS = 0.13 SIMPLIFIED METHOD R = 6.5 3 ROWS OF 10d NAILS a 3" HEADER PER PLAN EXTEND TO END OF PANEL SIMPSON ST2122 I Tcn -.- WIDTH PER PLAN] 7f 16" APA RATED SHEATHING W/8d NAILS 0 3" O.C. ALL PERIMETER STUDS AND PLATES, STAGGERED 8d NAILS 0 12" O.C. FIELD 2-2x sruDs•------ o SI,MPSON STHD10 DBL. PLATE 4" CONC S.O.G. (2) 1/2" ANCHOR BOLTS BOUNDARY NAILS— PER PLAN SHEATHING PER PLAN MANUFACTURED TRUSS PER PLAN A35 PER SW SCHEDULE TOP PLATE 16d PER SW SCHEDULE CONNECTION BASE PLATE C❑NN >, 16d PER SW ,_SCHEDULE BASE PLATE CONN 2x AS REQ'D SHEAR W ALL (2x12 MAX) PER PLAN 2 ROEE TRUSS PARALLEL TO INT, SHEARWALL, TYP, Scale 3/4" - 1'-0" a D ;n !j � ) o A•.11 e YI ON bB9�t I H I N � II I ,ZI{4-.L } .8sl 1 I Z-!.A Art � � I N 99 I 999d 'n 9•.E l I � Q I �, w i tCI)Z z I I fs o o y 3o m wo W O m p 03AOW3H Be 01 ZMS ONLLSIX3 _I z m 7 ' LU V*l41 I esoz i w o❑ m I Z w fn 2 z [C o w , g z CO � z Ic U F .C•.0 � W I I , 690C I I a s o I W >~ I Zo �I Q ----------------- ' � I I I r U BLD20110057 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 -\ BUILDING PERMIT PERMIT#: BLD20110057 OWNER: RUSH-RUSH, MICHAEL&SALLY STATUS:APPLIED ADDRESS: 19315 VALLEY VIEW DR,ARLING... BALANCE: $0.00 ISSUED: CREATED: 4/28/2011 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... ADDITION REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION 1ASSIGNE... DUE DATE! LAS' Qj DO...I ASSIGN I REMOVE 2000 C-Building I CYOUNG 5/3/2011 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 5/3/2011 0 Y N Assign Remove 1 http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Revie... 4/28/2011 - RESIDENTIAL PERMIT I SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: Residential Addition CDResidential Alteration XA1so Including: / 1® Plumbing ® Mechanical Project Address: S uce, c� V t a'``� Parcel ID#: ong 10-1 czt)b(4 Uo0 Lot#: 7� Subdivision Project Description: pp Valuation: —0 �/ Owner: - -M L lu Sc.�SJV L, Phone Number: L S L 3Z- Address ig 3 i i J---Ut 4r City le b'!y4 State. L.-JY+ Zip Code Contact Person: 1_reA),,— ( Q c1Sk', Phone Number: Lf 2S 92-3 ©Z77 Cell Phone Fax: -p `!7 y 107S E-mail: -I%c.Je, - k-..,�.�? o.m � c�[a.• Address: LT- L f yu.��•-' L)i e.J �� City A-d W -4- State� Zip Code Building Area(Sq Ft): 19t Floor: IS SS 2"d Floor: IZ17 3`d floor: - Deck: Garage/Carport: 15 190 Basement: Project Valuation: � y Contractor: -ems•- aY ail Phone Number: U Y 7 Y - O(o GM Address t c City:A�1�f"_ State 'c)A Zip Code 99,2-: 3 Contractor's License Number: II 1- L Expiration -1 I S - -2-0 It. Plumbing Contractor- 14e- re- d n d �� )q Phone Number: yu S019 - 77n1 Address: City:—��'j to State L'11 Zip Code Contractor's License Number: /� Expiration: Mechanical Contractor: 2z 41,_/kkLt Phone Number: 4,12,5 7SY 7_310 Address: r City —State: Zip Code Contractor's License Number:. Expiration 1 hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance wilh JbQ lows rules and regulation of the State of Washington. Applicants Signature Date -77 evc,1- �,x,3 �� Print Applicants Name RECEIVES FOR STAFF USE ONLY APR 2 S 20111 foau(Dos-1 &;� z::� COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received 1 .+ _ t O �,�,� 1 ♦. , +�' � � � ,^ilk' � ',.•� a: it r ,fir ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 Number of Plumbing Fixtures (Including Rou h-Ins) Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower X 4.0 = 'L Clotheswasher X 4.0 = Dishwasher X 1.5 = Hose Bibb X 2.5 = Kitchen Sink X 1.5 = Laundry Sink X 1.5 = Lavatory(Bathroom Sink) X 10 = Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) X 2.5 = 2 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater l Other Total Fixture Units Traps(_other than above items) Column Totals Estimated Project Valuation Building Square Footage 1s' Floor 2"d Floor 3`d Floor Basement Deck Garage Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: feet C Difference in elevation between meter and highest fixture: feet above meter or feet below meter D. Pressure in street main: psi. (Measure with gauge or check with Water Department) I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be i[J accocda+ace-with the-laws--r�jles and regulation of the State of Washington. �- Le -i a u Applicants 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 3447 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: �] Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist, the nature of activities on the premises may pose a hazard to the public water system Type of Permit: (ED New Residential )EY-Addition/Alteration Project Description: Project Address: cj' S L) Parcel ID#: Owner: M(��� F /�/�� ICU 54L Phone Number: ty-LS 2 32. OOSI Address: f e2 3 t S lJw l(e 14�1 G City: State: Zip Code 9T6 U,I Contact Person: Phone Number: 36D 477 r " 060-4 Cell Phone: t(LS 42-3-oz-J-7 Fax: 3<.) ct7Y -is9s E-mail: )e k Address !F3tl 06--U e* y;c'J d'- City State J4 Zip Code 9 u,)! Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool _ (I Other Authorized Signature: --- Date: Lr g—�l For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other RECEIVED Inspection Required: YES ❑ NO ❑ APR 28 o t COA PERMIT CENTER Sc1b9'bl1U65--1 1 1 1 Vr��' 1, 1. 'Y � • 1 11 r.:� kl q I L`M 1,1 ! Old i 4A 1 I / r I � e' ANY RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. One (1) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) -� Health Department approval of septic system -�- Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. RECEIVED APR 2 8 2011 COA PERMIT CENTER 1 . I ���� � 1 ilia _ �_ � n _ - RESIDENTIAL PERMIT SUBMITTAL ` Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 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 +� I RESIDENTIAL PERMIT e' SUBMITTAL _ Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 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 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 I RESIDENTIAL PERMIT SUBMITTAL i; Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2 Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4 Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3 Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8 Locate all hold down straps on the drawings. F. ❑ STRUCTURAL CALCULATIONS 1 Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑ ELEVATIONS 1 Show elevations views of each side of the structure; provide finished floor level for each floor 2 Show existing and proposed grades. 3. Show the maximum building height. 4 Show the maximum site slope. 5 Show all roof overhangs and any chimney clearances from the roof. 4 l RESIDENTIAL PERMIT 1 SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 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. ❑ 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 r RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX(360)403 3447 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. 1 acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: Date: `� —7-S? 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('- 0 00 mo 0 co u, �' � (Q �, c � ro c - A' Q Q m � *• 3 - aw 0 Z5 < - Q 30 W CD � O 5 ro Q -' 0 Q m o w ca 0 a o W CD P (D o � 07 z cQ (n m 0- . m 77 COAST DEVELOPMENT ; \DATE DRAWN 4/5/2011 JOB 1359 BUILDERS co _ � HOME DESIGN ,359 P � � LAN RUSH RESIDENCE ADDITION DATE REVISED 4/28/2011 www.hdplans.com - (360)658-3302 SERVICE