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HomeMy WebLinkAbout17731 33RD AVE NE_BLD20080143_2026 P� BUILDING INSPECTION REPORT GtTY 04 Permit No. Q?- Oy.3/ Address: 177-31 FE2c� 9.p o Contractor: 1fNG`t �o 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 f iJC. S 71� S/T l06/ Inspector: o Date: V12flIo ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in 0,rifnal ® Masonry ® Drainage ® Insulation ® Other: / 2� INSPECTION REPORT Permit No.: 015 o i q 3 Lot#: t Address: ( -I -I b i 33. ►d%- Contractor: Owner: Date: APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: CFz9 INSPECTION REPORT • Permit No.: ohs o i y 3 Lot#: 6 7 Address: 1-7 -7 3 r 33 Ary ff- Contractor: e`bra,&;-j Owner: Date: 3 ' 2-1-- APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: — Date: a TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage IFlnsulation ❑ Other: 1.31 - INSPECTION REPORT • Permit No.: o% ®;4 3 Lot #: Address: i -7-7 3 1 33, v4vg- Contractor: o • Owner: Date: 3-v -c 9 APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. Cl Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation a Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: /�33 - INSPECTION REPORT • Permit No.: oa of 4 3 Lot#: t-7 Address: i-7-7 3 i 3'3 : Contractor: ?, o r-� Owner: Date: 3-3— *APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: 'IV-' Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.: 09-01413— Lot#: _ Address: 2 3/ Contractor: v • • Owner: Date: l/ I APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ,t//y! INC, D'\ � `/1�rJ�'C✓AGE'/_ Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing _AGas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: NSPECTION REPORT Permit No.: o s o i i s Lot #: 6 '1 Address: l "1 1 3 r 3 3 ►a Contractor: o' 4-w4 Owner: Date: �1 "ZZ—c�is ❑ APPROVAL -PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: ZZ.- TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation W-Shear Nailing kf Groundwork ❑ Mechanical ❑ Grid s�,�,� ❑ Struct. Slab ❑ Wood Stove &Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT • Permit No.:00-0l ��Lot#: 67 Address: / 7 7 31- 3;ol ,Air- Contractor: Owner: GAi Date: ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: �e�./� Date: r O TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping 7 ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation , Shear Nailing Is f ❑ Groundwork ❑ Mechanical ❑ Grid Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 'Ar-; F7 r(.s �y NSPECTION REPORT • Permit No.: O V Aot #: Address: i 7 732 - Contractor: C,—/ • ♦ Owner: 104` co4o, Date: 6 --T6 -(: ram-APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: "® TYPE OF INSPECTION REQUESTED ❑ 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 9Other: S�z SPECTION REPORT • Permit No.: ob © 1 y 3 Lot#: 6 Address: i-7-7 3 i Contractor: o° Hv-� ,j • Owner: Date: -7-1 9-10b cQ-APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION -24 hour notice required. i A n) D .a C_A:1.--3,eJ ELV7 4-J tZ-c_Q_4A 1 n_A5'-' PC)S 7- Inspector: Date: 7-I F--0 9 TYPE OF INSPECTION REQUESTED tit Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT Permit No.: Lot#: 7 Address: l 7 3I 3 Contractor: G • Owner: ®1� a Date: < g APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. L-� To vevi. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping lr Footing ❑ Drywall, Nailing ❑ Consultation 9[ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: 4-ING RESID_.-AITIAL ADDITION/K,TERATION PERMIT APPLICATION Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington, WA 98223- Phone(360)403 3551 • FAX(360)403 3447 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: feet. > �r C. Difference in elevation between meter and highest fixture: ' _ _ _feet above meter or feet below meter. D. Pressure in street main: __1 i , psi. (Measure with gauge or check with Water Department) Number of Plumbing Fixtures (Including Rough-Ins) Plumbing Accessory Main Total Fixture Total Number Fixtures Dwelling unit Residence #X Multiplier Fixtures Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shower X 4.0 = Clotheswasher X 4.0 = Al Dishwasher X 1.5 = Hose Bibb X 2.5 = Kitchen Sink X 1.5 = Laundry Sink X 2.0 = 2— Lavatory Bathroom Sink X 1.0 = f Shower Stand Alone Each Head X 2.0 = Water Closet(Toilet) X 2.5 = _; Whirlpool Bath or Combination Bath/Shower X 4.0 = Water Heater Other TOTAL , Traps other than above items) _ FIXTURE UNITS: 2— ,J 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 in accordance with the laws, rules and regulation of the State of Washington. �" A pii ,nts ignature Date )v ,. j Print Ap icants Name RECEIVED FOR STAFF USE ONLY JUN 0 2 2m Permit# Accepted By Amount Received Receipt# ^0 WEB Forms—39 Page 2 of 2 3/07 dwa i� � i �%:`" City of Arlington • Public Works Utilities Division 'ter, wo Water Department ph. 360.403.3526 LNG CROSS CONNECTION SURVEY Residential FOR OFFICE USE ONLY Date Received: Survey reviewed by: Survey accepted by: Assembly Required: ❑ No ❑Yes DCVA RPBA Inspection Type of Residence: ® Single Family ❑ Duplex ❑ Triplex ❑ Apartment #of Units ❑ Other Project Site Address: -7 -3 ) f /�i� & "%'`��F^" '� l-t,&, y--7 3 Property Tax ID#: 62 .� j���'7 ` e)61 —e`(f 'i Lot#: 6 7 Building Permit #: Subdivision: 7 �•J 1 t� Building size: # of stories Project description: 5 cc-CCtt .0 v LC�i Uk7 Property Owner: Property Owner's mailing address: / 77 3, Z Property Owner's Phone# Fax# Occupant/Contact's name: Occupant/Contact's mailing Address: Occupant/Contact's Phone r, 5 c1t � ��a' - Fax# 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 judgement of the City of Arlington Cross Connection Control Specialist,the natR&WELY, , e remise maypresent a hazard to the public water system,should a cross connection exist. p JUN 0 2 2008 CCS Residential pg 1 2006 COA PERMIT CENTER P-?( n 3-aC_1`�,Of q 3 Prescriptive Approach—Simple Form For the Washington State Energy Code(2003 Edition) Climate Zone 1 Site Information Building Department Use Only Lot: tp6; Permit#: Address: ( 7 ? �( Notes: City: A— i11G1+-Co State: Zip: r 2-Z-5 Contact: k 1- 24 GLC44CLL' Phone: Phone 2: Fax: Table 6-1 PRESCRIPTIVE REQUIREMENTS 0"FOR GROUP R OCCUPANCY CLIMATE ZONE 1 (Unlimited Glazing Option Only) Glazing Glazing U-Factor Door Wall Wall Wall Slab Option Area10 U- Ceiling2 Vaulted Above Into Exe Floors On %of Floor Vertical Overhead" factor Ceiling3 Grade Below Below Grade Grade Grade III Unlimited soup R-3& .40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Occupancies Only \- See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option III. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage of the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door,that is 24 ft.2 or less,that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U-factor of 0.40 allowed without calculations, Option Ill only. Location of the door(s)taking this exception Copyright 2002,WSUEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive—Simple Form—Climate Zone 1 RECEIVED 7/26/2004 JUN 0 2 2008 COA PERMIT CENTER 1 r. �I Chopelas & Associates, Inc. Engineering &Design Services 3611 168' St. NE, Suite#5 Arlington, WA 98223 (360) 653-4615 FAX: (360) 651-2085 May 27, 2008 Pat O'Hagan 17731 33`d Avenue NE Arlington, WA 98223 Subject: Structural analysis for proposed addition to the residence at the above address The vertical and lateral loads were analyzed for the subject addition according to the requirements of the 2006 International Building Code and the 2006 International Residential Code. The following design conditions for the analysis are based on the site conditions or according to the minimum code requirements: Soil bearing Capacity: 2000 PSF Design Snow load: 25 PSF roof Floor live load: 40 PSF Roof type/weight: Composition/15 PSF Basic wind Speed: 85 MPH Wind Exposure/Importance: B/Iw=1.0 Seismic Site Class: D Most of the new loads from the proposed addition are carried by the new addition structure, except for the common wall between the existing residence and the new addition. All of these new loads that are imposed on the existing structure were determined to be well within acceptable limits to meet current code requirements. The details shown on the plans provide full load transfer between the new structure and the existing wall. If you have any questions or are in need of further assistance please fell free to call. C&a oti WAS,f! *� G 974 RECEIVE® EXPIRES 12_I4- JUN 0 2 2008 COA PERMIT CENTER Peter Chopelas PE -#-;!n. i r All A ^ ILI �l lJ v U OL / 6) 6 FF=4% \ 111yOO 1I �r \ y . _ 1 J .� 1 , I LL�a IT �o.7Af Wav �M 7!`jv lox Ebb) \ i 9 of l� ---------- Ph) i I 1 1 O� q 4 c (S7 ef Sgb I IS 11�L�) � = SOU 1 � S - IZ �3 w)[Al UPI z (6,)CILY I ) La 11 - - 2 29�3 9 Lo w�Mllrf L N Lit-(,S Ls t (�7 -�9 r PD �, S )R.-S t r 1 I st"s 71 W U 17 l�m(3 Jr- t t r ►mac � nc, G =- Z-772Ca — (,�}!gZ 2 6(l +�Clr C 1 A I I-. WD LC E(7 7)SoC 0 -7 71 /,3 23 0-7- - ,fie._ i . �. i . � l Uniformly Loaded Floor Beam[2006 International Buildinq Code(05 NDS)I Ver: 7.01.14 f By: Peter Chopelas , Chopelas and Associates on: 05-27-2008 : 2:47:53 PM Project: O'HAGAN -Location: center floor beam Summary: 5.125 IN x 13.5 IN x 18.0 FT /24F-V4-Visually Graded Western Species- Dry Use Section Adequate By: 0.1% Controlling Factor: Moment of Inertia/Depth Required 13.49 In Deflections: Dead Load: DLD= 0.17 IN Live Load: LLD= 0.60 IN = L/360 Total Load: TLD= 0.77 IN = L/281 Reactions (Each End): Live Load: LL-Rxn= 4320 LB Dead Load: DL-Rxn= 1215 LB Total Load: TL-Rxn= 5535 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL= 1.66 IN Camber Reqd.: C= 0.25 IN Beam Data: Span: L= 18.0 FT Unbraced Lenqth-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loadinq: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 6.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 6.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 0 PLF Beam Loadinq: Beam Total Live Load: wL= 480 PLF Beam Self Weiqht: BSW= 15 PLF Beam Total Dead Load: wD= 135 PLF Total Maximum Load: wT= 615 PLF Properties For: 24F-V4-Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 265 PSI Modulus of Elasticity: E= 1800000 PSI Adjusted Modulus of Elasticity: E-Min= 930000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1850 PSI Adjusted Properties Fb' (Tension): Fb'= 2400 PSI Adjustment Factors: Cd=1.00 Fv': Fv'= 265 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 24907 FT-LB 9.0 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 4871 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 124.54 IN3 S= 155.67 IN3 Area (Shear): Areq= 27.57 IN2 A= 69.19 IN2 Moment of Inertia (Deflection): Ireq= 1049.59 IN4 1= 1050,79 IN4 1 I� I Uniformly Loaded Floor Beam[2006 International Building Code (05 NDS)I Ver: 7.01.14 n By: Peter Chopelas , Chopelas and Associates on: 05-27-2008 : 2:48:01 PM Project: O'HAGAN- Location: framed floor girder Summary: (2) 1.5 IN x 3.5 IN x 5.0 FT /Select Structural-Hem-Fir- Dry Use Section Adequate By: 90.6% Controlling Factor: Moment of Inertia/Depth Required 2.82 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD= 0.13 IN = L/457 Total Load: TLD= 0.17 IN = L/362 Reactions (Each End): Live Load: LL-Rxn= 400 LB Dead Load: DL-Rxn= 105 LB Total Load: TL-Rxn= 505 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.42 IN Beam Data: Span: L= 5.0 FT Unbraced Length-Top of Beam: Lu= 0.0 FT Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Floor Loading: Floor Live Load-Side One: LL1= 40.0 PSF Floor Dead Load-Side One: DL1= 10.0 PSF Tributary Width-Side One: TW1= 2.0 FT Floor Live Load-Side Two: LL2= 40.0 PSF Floor Dead Load-Side Two: DL2= 10.0 PSF Tributary Width-Side Two: TW2= 2.0 FT Live Load Duration Factor: Cd= 1.15 Wall Load: WALL= 0 PLF Beam Loading: Beam Total Live Load: wL= 160 PLF Beam Self Weight: BSW= 2 PLF Beam Total Dead Load: wD= 42 PLF Total Maximum Load: wT= 202 PLF Properties For: Select Structural-Hem-Fir Bending Stress: Fb= 1400 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1600000 PSI Adjusted Modulus of Elasticity: E-Min= 580000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 2415 PSI Adjustment Factors: Cd=1.15 CF=1.50 Fv': Fv'= 173 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 631 FT-LB 2.5 ft from left support Critical moment created by combining all dead and live loads. Controllinq Shear: V= 454 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 3.14 IN3 S= 6.13 IN3 Area (Shear): Areq= 3.95 IN2 A= 10.50 IN2 Moment of Inertia (Deflection): Ireq= 5.62 IN4 1= 10.72 IN4 I I Roof Beam[2006 International Building Code (05 NDS)I Ver: 7.01.14 By: Peter Chopelas , Chopelas and Associates on: 05-27-2008 : 2:48:04 PM Project: O'HAGAN- Location: dining room SGD Summary: 3.5 IN x 5.5 IN x 6.0 FT /#2- Hem-Fir- Dry Use Section Adequate By: 78.8% Controlling Factor: Section Modulus/Depth Required 4.11 In Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.06 IN = L/1133 Total Load: TLD= 0.11 IN = L/676 Reactions (Each End): Live Load: LL-Rxn= 412 LB Dead Load: DL-Rxn= 279 LB Total Load: TL-Rxn= 691 LB Bearing Length Required (Beam only, support capacity not checked): BL= 0.49 IN Beam Data: Span: L= 6.0 FT Maximum Unbraced Span: Lu= 6.0 FT Pitch Of Roof: RP= 5. : 12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Roof Loading: Roof Live Load-Side One: LL1= 25.0 PSF Roof Dead Load-Side One: DL1= 15.0 PSF Tributary Width-Side One: TW1= 3.5 FT Roof Live Load-Side Two: LL2= 25.0 PSF Roof Dead Load-Side Two: DL2= 15.0 PSF Tributary Width-Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 4 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 6.0 FT Beam Uniform Live Load: wL= 138 PLF Beam Uniform Dead Load: wD_adj= 93 PLF Total Uniform Load: wT= 230 PLF Properties For:#2- Hem-Fir Bending Stress: Fb= 850 PSI Shear Stress: Fv= 150 PSI Modulus of Elasticity: E= 1300000 PSI Adjusted Modulus of Elasticity: E-Min= 470000 PSI Stress Perpendicular to Grain: Fc_perp= 405 PSI Adjusted Properties Fb' (Tension): Fb'= 1261 PSI Adjustment Factors: Cd=1.15 CI=0.99 CF=1.30 Fv': Fv'= 173 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1037 FT-LB 3.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 595 LB At a distance d from support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 9.87 IN3 S= 17.65 IN3 Area(Shear): Areq= 5.17 IN2 A= 19.25 IN2 Moment of Inertia (Deflection): Ireq= 12.92 IN4 1= 48.53 IN4 .� I 1 I Multi-Loaded Beam(2006 International Buildinq Code (05 NDS) Ver: 7.01.14 ° By: Peter Chopelas , Chopelas and Associates on: 05-27-2008 : 2:48:06 PM Project: O'HAGAN- Location: garage door beam Summary: 5.125 IN x 9.0 IN x 10.0 FT /24F-V4-Visually Graded Western Species- Dry Use Section Adequate By: 29.1% Controlling Factor: Section Modulus/Depth Required 7.92 In Center Span Deflections: Dead Load: DLD-Center= 0.10 IN Live Load: LLD-Center= 0.20 IN = L/611 Total Load: TLD-Center= 0.29 IN = L/410 Camber Required: C= 0.15 IN Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 3906 LB Dead Load: DL-Rxn-A= 1622 LB Total Load: TL-Rxn-A= 5528 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 1.66 IN Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= 1314 LB Dead Load: DL-Rxn-B= 893 LB Total Load: TL-Rxn-B= 2207 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.66 IN Beam Data: Center Span Lenqth: L2= 10.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 10.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.0 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 90 PLF Dead Load: wD-2= 120 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 220 PLF Point Load 1 Live Load: PL1-2= 4320 LB Dead Load: PD1-2= 1215 LB Location (From left end of span): X1-2= 2.0 FT Properties For: 24F-V4-Visually Graded Western Species Bendinq Stress: Fb= 2400 PSI Shear Stress: Fv= 265 PSI Modulus of Elasticity: E= 1800000 PSI Adjusted Modulus of Elasticity: E-Min= 930000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bendinq Stress of Comp. Face in Tension: Fb_cpr= 1850 PSI Adjusted Properties Fb' (Tension): Fb'= 2377 PSI Adjustment Factors: Cd=1.00 CI=0.99 Fv': Fv'= 265 PSI Adjustment Factors: Cd=1.00 Design Requirements: Controllinq Moment: M= 10616 FT-LB 2.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controllinq Shear: V= 5374 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 53.59 IN3 S= 69.19 IN3 Area (Shear): Areq= 30.42 IN2 A= 46.13 IN2 Moment of Inertia (Deflection): Ireq= 183.30 IN4 1= 311.34 IN4 i Roof Rafter[2006 International Building Code (05 NDS)I Ver: 7.01.14 By: Peter Chopelas , Chopelas and Associates on: 05-27-2008 : 2:48:09 PM Project: O'HAGAN - Location: dining room roof Summary: 1.5 1N x 5.5 1N x 8.O FT(7+ 1)(u 24 O.C. /#2-Hem-Fir-Dry se Section Adequate By: 85.2% Controlling Factor. Section Modulus/Depth Required 4.04 In Interior Span Deflections: DLD-Interior- 0.07 IN Dead Load: LLD-Interior= 0.12 IN = U776 Live Load: TLD-Interior= 0.19 IN = L/480 Total Load: Eave Deflections(Positive Deflections used for design): DLD-Eave= 0.00 IN Dead Load: LLD-Eave= 0.00 IN = 2L/5367 Live Load: TLD-Eave= 0.00 IN =2L/26000000 Total Load: LOADS: RXNS: Rafter End Loads and Reactions: 88 PLF 175 LB Upper Live Load: 56 PLF 111 LB Upper Dead Load: 143 PLF 286 LB Upper Total Load: 114 PLF 229 LB Lower Live Load: 74 PLF 149 LB Lower Dead Load: 189 PLF 377 LB Lower Total Load: UTWeq= 3.71 FT Upper Equiv.Tributary Width: LTWeq= 4.95 FT Lower Equiv.Tributary Width: Rafter Data: L= 7.0 FT Interior Span: L-Eave= 1.0 FT Eave Span: Spacing= 24.0 IN O.C. Rafter Spacing: RP= 5.0 : 12 Rafter Pitch: Roof sheathing applied to top of joists-Top of rafters fully braced. U 240 Live Load Deflect.Criteria: L/ 180 Total Load Deflect. Criteria: Rafter Loads: LL= 25.0 PSF Roof Live Load: DL= 15.0 PSF Roof Dead Load: Cd= 1.15 Roof Duration Factor: Slope Adjusted Spans And Loads: L-adj= 7.58 FT Interior Span: L-Eave-adj= 1.08 FT Eave Span: wL-adi= 43 PLF Rafter Live Load: wD-adj- 28 PLF Rafter Dead Load: wT-adj= 70 PLF Rafter Total Load: Properties For:#2- Hem-Fir Fb= 850 PSI Bending Stress: Fv= 150 PSI Shear Stress: E= 1300000 PSI Modulus of Elasticity: E-Min= 470000 PSI Adjusted Modulus of Elasticity: Fc-perp= 405 PSI Stress Perpendicular to Grain: Adjusted Properties Fb'= 1461 PSI Fb' (Tension): Adjustment Factors: Cd=1.15 CF=1.30 Cr=1.15 Fv'= 173 PSI Fv': Adjustment Factors: Cd=1.15 Design Requirements: M= 497 FT-LB Controlling Moment: 3.792 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 V= 240 LB Controlling Shear: At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2, 3 Comparisons With Required Sections: Sreq= 4.08 IN3 Section Modulus (Moment): S= 7.56 IN3 Areq= 2.09 IN2 Area (Shear): A= 8.25 IN2 Ireq= 7.80 IN4 Moment of Inertia (Deflection): I= 20.80 IN4 1 . I I I r Roof Rafter[2006 International Buildinq Code (05 NDS)1 Ver: 7.01.14 By: Peter Chopelas , Chopelas and Associates on: 05-27-2008 : 2:48:12 PM Project: O'HAGAN- Location: rafters Summary: (2)2.5INx7.25INx14.oFT(12+2) (c� -Hem-Fir-Dry 74O.C. /#2 Use Section Adequate By:0•4% Controllinq Factor: Section Modulus /Depth Required 7.24 In "Properly connect sheathing to double joists/rafters or fully laminate to transfer diaphragm forces. Interior Span Deflections: DLD-Interior- 0.17 IN Dead Load: LLD-Interior= 0.41 IN = L/382 Live Load: TLD-Interior= 0.57 IN = L/272 Total Load: Eave Deflections(Positive Deflections used for design): DLD-Eave= 0.00 IN Dead Load: LLD-Eave= 0.03 IN = 2L/1907 Live Load: TLD-Eave= 0.00 IN = 2LJ52000000 Total Load: LOADS: RXNS: Rafter End Loads and Reactions: 150 PLF 925 LB Upper Live Load: 63 PLF 390 LB Upper Dead Load: 213 PLF 1315 LB Upper Total Load: 204 PLF 1259 LB Lower Live Load: 88 PLF 546 LB Lower Dead Load: 293 PLF 1805 LB Lower Total Load: UTWeq= 6.32 FT Upper Equiv,Tributary Width: LTWeq= 8.85 FT Lower Equiv.Tributary Width: Rafter Data: L= 12.0 FT Interior Span: L-Eave= 2.0 FT Eave Span: Spacinq= 74.0 IN O.C. Rafter Spacing: RP= 5.0 : 12 Rafter Pitch: Roof sheathing applied to top of joists-Top of rafters fully brace L/ 240 Live Load Deflect. Criteria: L/ 180 Total Load Deflect. Criteria: Rafter Loads: LL= 25.0 PSF Roof Live Load: DL= 10.0 PSF Roof Dead Load: Cd= 1.15 Roof Duration Factor: Slope Adjusted Spans And Loads: L-adj= 13.0 FT Interior Span: L-Eave-adj= 2.17 FT Eave Span: wL-adj= 131 PLF Rafter Live Load: wD-adj= 57 PLF Rafter Dead Load: wT-adj= 188 PLF Rafter Total Load: Properties For:#2- Hem-Fir Fv= 0 PSI 850 PSI Bendinq Stress: 00 E= Shear Stress: 13000 PSI Modulus of Elasticity: E-Min= 470000 PSI Adjusted Modulus of Elasticity: Fc-perp= 405 PSI Stress Perpendicular to Grain: Adjusted Properties Fb'= 1075 PSI Fb' (Tension): Adjustment Factors: Cd=1.15 CF=1.10 Fv'= 173 PSI Fv': Adjustment Factors: Cd=1.15 Design Requirements: M= 3911 FT-LB Controllinq Moment: 6.5 Ft from left support of span 2 (Center Span) g all dead loads and live loads on span(s) 2 V- 1160 LB Critical moment created by combinin Controllinq Shear: At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Required Sections: Sreq= 43.64 IN3 Comparisons With Section Modulus (Moment): S= 43.80 IN3 Areq= 10.09 IN2 Area(Shear): A= 36.25 IN2 Ireq= 105.21 IN4 Moment of Inertia (Deflection): 1= 158.78 IN4 i �� ��� �� �� i i Floor Joist(2006 International Building Code (05 NDS)1 Ver: 7.01.1 By: Peter Chopelas , Chopelas and Associates on: 05-27-2008 : 2:48:14 PM Project: O'HAGAN - Location: second floor joists Summary: 1.5 IN x 7.25 IN x 12.0 FT (a-) 16 O.C. /#2- Hem-Fir- Dry Use Section Adequate By: 7.0% Controlling Factor: Section Modulus/Depth Required 7.01 In Center Span Deflections: DLD-Center- 0.06 IN Dead Load: LLD-Center= 0.26 IN = L/562 Live Load: TLD-Center= 0.32 IN = L/449 Total Load: (Support A): Center Span Left End Reactions (Supp LL-Rxn-A= 320 LB Live Load: DL-Rxn-A= 80 LB Dead Load: TL-Rxn-A= 400 LB Total Load: BL-A= 0.66 IN Bearing Lenqth Required (Beam only, support capacity not checked): Center Span R(Ght End Reactions (Support B): LL-Rxn-B= 320 LB Live Load: DL-Rxn-B= 80 LB Dead Load: TL-Rxn-B= 400 LB Total Load: support ca acit not checked): BL-B= 0.66 IN Bearing Length Required (Beam only, capacity J L2= 12.0 FT joist Data: Center Span Length: Cd= 1.00 Floor sheathinq applied to top of joists-top of joists fully braced. Live Load Duration Factor: L/ 360 Live Load Deflect.Criteria: L/ 240 Total Load Deflect.Criteria: Center Span Loadinq: Uniform Floor Loading: LL-2= 40.0 PSF Live Load: DL-2= 10.0 PSF Dead Load: TL-2= 50.0 PSF Total Load: wT-2= 67 PLF for Joist Spacing: Total Load Adjusted 850 PSI Properties For:#2- Hem Fb= -Fir F 150 PSI Bendinq Stress: Shear Stress: E= 1300000 PSI Modulus of Elasticity: E-Min= 470000 PSI Adjusted Modulus of Elasticity: Fc-perp= 405 PSI Stress Perpendicular to Grain: Fb'= 1173 PSI Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.00 CF=1.20 Cr=1.15 Fv'= 150 PSI Fv': Adjustment Factors: Cd=1.00 Design Requirements: M= 1200 FT-LB Contr0Ii Moment: $.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 V- 360 LB Controllinq Shear: At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Decking Information: T= 3/4 IN plywood Thickness Plywood is glued Moment Of Inertia Calculations For Glued Floor: A-joist= 10.88 IN2 Joist Area: A-ply= 2.00 IN2 Plywood Area: C= 4.25 IN ABOVE BASE Section Centroid: I-comb= 74.66 IN4 Moment Of Inertia: Comparisons With Required Sections: Sreq= 12.28 IN3 Section Modulus (Moment): S= 13.14 IN3 Areq= 3.60 IN2 Area (Shear): A= 10.88 IN2 Ireq= 47.84 IN4 Moment of Inertia (Deflection): I-comb= 74.66 IN4 fi Z � ., i � �' I °� .y REST[ I-NTIAL ADDITION/_ ,LTERATION PERMIT APPLICATION 7�'� N 610 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 TWO(2) SETS OF ENERGY CODE APPLICATIONS, ONE (1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: Residential Addition ( ) Residential Alteration ( ) Plumbing ( ) Mechanical 7 � Parcel ID Project Address: . _ Subdivision: Lot#: l 16. ( "4_(, , c I C i- Project Descri tion: !( r, .' 0:.��4 /C�!'lC. � ;.�^�tl^ Phone Number: 6' Owner: ,, / �� p �-- Address' 177 j x'z�r /v City: �lT t� State: ��• Zi Code: 1 Contact Person: IJIt �J I �t�611 Phone Number: %�� /%r' / ' _21 ) _ Fax fC.i���,� ��,��131� / i l ai � t•it E-mail: e Cell Phone: C ( � 4 Address. I City: c 4 ���' State: ( ti Zip Code: 2 63 L 2"d Floor: 76 � 3'd floor: Building Area(Sq Ft): 15r Floor: �2•� 11 Deck: Garage/Carport: 5 Basement: Project Valuation* Contractor: �- - D Phone Number: r''�t City: State: Zip Code: Address: Expiration: Contractors License Number: . / -yr -=" Phone Number: Plumbing Contractor ' C y; State: Zip Code: Address: Expiration: Contractors License Number. Mechanical Contractor: 4, ov-�I-Lezf Phone Number: C• State: Zip Code: Address: Expiration: Contractor's License Number: I hereby-ce iron that the above information is correct and that the construction on, and the occupancy and the use of the above- described pl er�y-will in accordance with the laws,rules and regulation of the State of Washington. Applica Signature Date RECEIVED Print Appli nts Name FOR STAFF USE ONLY JUN 6 2 2008 C R Permit# Accepted By Amount Received Receipt# WEB Forms—39 Page 1 of 2 3/07 dwa . , �. , I} j• I Form #1 RESIDENTIAL CODE PLAN REVIEW Owner: �1l7'iQ411f bl Reviewed by: Location: J ,6. Date: Building Type: ( One Family ( ) Two Family ( )Townhouse ) Existing �ew Construction /77 AJ Type of Work: ( ) 9 GENERAL CODE ITEM REQUIRED ALLOWED (ok) 301.2 Design Criteria Tbl 301.5 & 301.6 302.1 Location on lot 5 feet/35% max. 302.2 Openings u/A MIA 303 Light/Ventilation �< Habitable rooms 8% & 4% 3sf open able glazing o�� 303.3 Bathrooms Exception 50 cfm 303.6 Stairway Illumination YES 304.1 Habitable Rooms 120sf min. D k- 304.2 Other Rooms 70sf min. &V.. 305.1 Ceiling Height 7 feet min. DEC. 307.1 Plumbing Fixtures Min. clearances 308.1 Safety Glazing yS OK 308.4 Hazardous Locations y minute FS efL 20- door oK 309.1 Garage Openings r 309.2 Separation Required X 31 0.1 Emergency Rescue 5sf �5.7sf l l 310.2 Window Wells MIA MEANS OF EGRESS CODE ITEM REQUIRED ALLOWED (ok) 31�1.2.1311.2.1 Attachments Lag Bolts/Screws N/A 311.2.2 Under Stair Protection Min. 1/2 -inch ' 311.3 Hallway Width 3 feet min. N/A 311.4.2 Door Required 3 feet min., 6' 8" C3iG 311.4.3 Landings 3 feet x 3 feet min Ck. of311.5.1 Stairway Width Lj e 311.5.2 Headroom 6' 8" min. DGG 311.5.2 Stair Profile 10"min. Tread depth Riser Height 7 3/4" max. 7-Z 311.5.6 Handrails 4 plus risers L� VC5e 311.5.6.1 Handrail Profile K 311.6 Ramps N( 1 312.1 Guards K '� i Smoke Detection 313.1 YOS, 314 Foam Plastic NA 317.1 Two-family Separation 317.2 Townhouse Separation 319.1 Treated Wood/Ground NIA 319.3 Fasteners 325 & 326 Adult Family/Day Care. FOUNDATIONS CODE ITEM REQUIRED ALLOWED (ok) F1.4. Foundation Drainage Soils Q Footings 403.1.3 Seismic Reinforcing 403.1.4 Footing Depth 12-inch min. ©(<, 403.1.6 Foundation Anchors 1/2 inch min. ote , 403.1.7.1 Clearance from Slopes N/A 404 Foundation Walls Q� Tables 404.1 (1), (2), (3) Not adopted Tables 404.1.1 (1), (2), (3), (4), (5) Reinforcement 405.1 Foundation Drainage 406.1 Damproofing - D� 407 Columns 408.1 Under-floor Space 408.2 Ventilation 1 sf/300sf � Unvented Crawl Spaces 408.3 16"x 24" outside 408.4 Access w FLOOR SYSTEMS CODE ITEM REQUIRED ALLOWED (ok) 502.3 Allowable Joist Spans 4� 502.10 Headers/Openings 502.11 Trusses YC- 502.12 Draftstopping 504 Pressure Treated Wood 6 k 506 Concrete Floors WALL SYSTEMS CODE ITEM REQUIRED ALLOWED (ok) r602.3.1 2.3.1 Stud Size & Spacing (p O(�, Fastener Schedule (2), (3), (4), (5) 602.10 Wall Bracing 602.10.6.2 Alt. Brace Wall Panel Z . 602.10.11.4 Cripple Wall Bracing 602.11.3 Stepped Foundations N/A 610.1 Glass Unit Masonry 4Ac 613 Exterior Windows/Doors ` 702.1 Interior Wall Covering 702.3.8 Water Resistant Gypsum 702.3.8.1 Limitations NP in tubs/showers , 703 Exterior Coverings 703.7 Stone/Masonry Veneer W/A 703.8 Flashing I _ � .� � • :•� ,��:, _ � ROOF/CEILING CONSTRCUTION CODE ITEM REQUIRED ALLOWED (ok) 802.4 Ceiling Joist Spans 802.5 Rafter SpanslS D(� 802.11 Roof Tie Downs Q 803 Roof Sheathing 806 Roof Ventilation 1/150 Attic Access 22"x 30" 807.1 ' 905.2.7 Underlayment D Chapter 10 Chimneysand Fireplaces Energy Code—Use Washington Energy Code Chapter 11 /� .6 NOTES: i � � .�� � tE� a� BLD20080143 - arusko Page 1 of 1 BLD - Building Permit Ver: 2008B Priority: Nortnel - #BLD20080143 owner: OHAGEN, P J status: APPLIED address: 117731 33RD AVE, ARLINGTON post date: 6/3/2008 data screens: Select Screen... functions: Select Permit Function.. Addition REVIEWS Add Review Remove Review Print Close Review Description Assigned To Due Date i Req? Done? ASSIGN 1014— P-Public Works I LRUPERT 6/17/2008 0 , Y N ASSIGN I RSHEPARD 6/17/2008 0 Y N ASSIGN I 1026 P-Utilities Fees — - - 1032 P-Utilities I LTAYLOR 6/17/2008' 0 Y N ASSGrj --.— - — — J -, CYOUNG 6/17/2008 0 Y f N ASSKsr 2000 C-Building I 2008 I C-Community Development I ARUSKO 6/17/2008 0 Y _! N AASSI�N YPAGE 6/17/2008 0 Y —I— N ASSIGN 2014 `C-Planning I ` - KSHERMAN 6/17/2008 0 r•.SSiGN 2016 ,C-Planning II — - -- DTAYLOR 6/17/2008 0 Y N AsSIc=r, 4004 O_Marysville http://coaweb2.arlington.local/permittrax/PermitTraxMain/wfPermitConsoleReviews.aspx?... 6/3/2008 1 I I I' CITY OF ARLINGTON 238 N.OLYMPIC AVE -ARLINGTON,WA.98223 PHONE:(360)403-3421 Permit #: BLD20080143 o � Project Address: 17731 33RD AVE, ARLINGTON Parcel No: 00621300006700 1ivffgxff1 ' 1 ' P J OHAGEN PJOHAGEN PJOHAGEN 17731 33RD AVE NE 17731 33RD AVE NE 17731 33RD AVE NE ARLINGTON,WA 98223 ARLINGTON,WA 98223 ARLINGTON,WA 98223 Phone:360.659.3291 LICENSE#: EXP: Phone:360.6593291 Email:kin gcanbullspg(a?riyahoo com Email: 1 PJOHAGEN PJOHAGEN 17731 33RD AVE NE 17731 33RD AVE NE ARLINGTON,WA 98223 ARLINGTON,WA 98223 Lic#: Ex - Lic#: Ex F-11 11111 RESIDENTIAL TWO STORY ADDITION VALUATION: $114,741 PERMTI'TYPE:R esidential PERMIT GROUP:Addition NUMBER OF SES:2 TYPE OF CONSTRUCTION:V-b OCCUPANT GROUP:R U NUMBER OF DLING UNITS:1 OCCUPANT LOAD: CODE:2006 till BASEMENT:0 BASEMENT:0 1ST FLOOR:222 2ND FLOOR:768 1ST FLOOK:92U 2ND FLOOR:0 3RD FLOOR:0 GARAGE:0 DECK:0 OTHER:0 3RD FLOOR:0 GARAGE:530 DECK:0 OTHER:0 1 1 1 I REQUIRED PRUPOSED:• RE UIRED- PROPOSED rREUIRED: PROPOSED: HEIGHT ALLO"' D 2 PROPOSED:O RE U1RED: PROPOSED: SETBACK NOTES: 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 F THE LABOR CODE OF THE STATE OF ION INSURANCE AND RAW l8 zWASHINGTON RELATING TO WORKMEN'S THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. GIQ� Li�l A�7 Print Name Date Released By Date rignature ATTENTION IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OP�CY HAS BEEN GRANTED. INSPECTION / IONBCI AS BE N MADE AND APPROVAL OR A CERTIFICATE OF ARCHIVE APPLICANT =ASSESSOR OTHER I - - - - - - - - - - - - r BLD20080143 Mors- 1)Plumbing and Mechanicals are deferred 2)South setback of 5 feet looks irregular 3)Glazing U-factor is 0.35 4)Need dryer vent 5)Need exhaust fan in new bathroom 6)No GWB allowed as backer in tub/shower areas 7)Smoke detectors required 8)Need fireplace vent verification that the window clear opening is 5.7sf 9)If upper story is used for sleeping purposes 10)Vapor barrier required in crawl space l 1)3 x 3 washers required on anchor bolts 12)Footer and storm drain to an approved system 13)3 x 3 landing required outside garage man door 14)R-30 rigid insulation listed as roof insulation-need spec sheets 15)Roof vent at 1:150 Fee Amount Paid Balance Due Description $1,254.75 $0.00 $1,254.75 C-Building Permit Fee $0.00 $0.00 $0.00 C-Plumbing Permit Fee $0.00 $0.00 $0.00 C-Mechanical Permit Fee $816.00 $0.00 $816.00 C-Building Plan Review Fee $4.50 $0.00 $4.50 C-State Building Code Surcharge Total Due: $2,075.25 $0.00 $2,075.25 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. BUILDING/ENGINEERI I3607ES/FINAL(360)435-0674 FIRE(360)03 ���being g for an inspection please leave the following information: Permit Number,Job Site Address,Type of Inspection e uested,Contact Name and Phone Number,Date Prefereed,and whether you refer morningor afternoon. . None i _ , �r I` Gi`Y `'-,- RESIDENTIAL ADDITION/AL.TERATION PERMIT APPLICATION AP, N�_,C 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) 9 CROSS CONNECTION CONTROL SURVEY(if addDn plOmbjn ETS OF ENERGY CODE APPLICATIONS, ONE TYPE OF PERMIT: Residential Addition ( ) Residential Alteration ( ) Plumbing ( ) Mechanical V. ���/3 �'ECY''� errs. � Parcel ID#: Project Address: Lot#: (r-'� Subdivision: I t ��'��e2 Project Descri tion: I ►4 01" Valuation: L/ Phone Number: Owner: �?7 2 rzl � /� City. Itr7- L9/-t state:�1 _ Zip Code: Address: � �� 31 Phone Number: �1(c- n. Contact Perso / E-mail: Cell Phone: C' --�` �� ' =�� Fax: I'll Address: J77 Ci{y. d State: �ti' Zip Code: nd 7�' 3`d floor: Building Area(Sq Ft): 1't Floor: =�'_ 2 Floor: Deck: Garage/Carport: 3CJ Basement: Project Valuation* �� -. ( c t Phone Number: Contractor: City: State: Zip Code: Address: Expiration: Contractor's License Number: ' �� -P Phone Number: Plumbing Contractor ' C y: State: Zip Code: Address: Contractor's License Number: Expiration: Mechanical Contractor: jr' Phone Number: C• State: Zip Code: Address: Expiration: Contractor's License Number. I hereb cerY that the bove information is correct and that the construction on, and the occupancy and the use of the above- I rgbed a ray will in accordance with the laws,rules and regulation of the State of Washington. Ap lica Signature Date '� -* et^ RECEIVED Print Appli nts Name FOR STAFF USE ONLY JUN U 2 2008 Permit# Accepted By Amount Received Receipt# WEB Forms—39 Page 1 of 2 3/07 dwa I .�• I �I� �` _ �'F �„ RESIDLNTIAL ADDITION/AL.TERATION PERMIT APPLICATION kl I N�; Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360) 403 3551 • FAX(360)403 3447 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units .5 B. Distance from meter to most remote outlet:f feet.' v C. Difference in elevation between meter and highest fixture: f S'(c= feet above meter or feet below meter D. Pressure in street main: ` 1 ` 1 psi.(Measure with gauge or check with Water Department) Number of Plumbing Fixtures (including Rough-Ins) Plumbing Accessory Main Total Fixture Total Number Fixtures Dwellin unit Residence #X Multiplier Fixtures Units X 1.0 = Bar Sink X 4.0 = Bathtub or Combination Bath/Shower X 4.0 = Clotheswasher X 1.5 = Dishwasher X 2.5 = Hose Bibb X 1.5 = Kitchen Sink X 2.0 = Laundry Sink X 1.0 = / Lavato Bathroom Sink X 2.0 = Shower Stand Alone Each Head X 2.5 = Water Closet Toilet X 4.0 = Whirl ool Bath or Combination Bath/Shower Water Heater TOTAL Other FIXTURE UNITS: Traps other than above items 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 in accordance with the laws,rules and regulation of the State of Washington. pli�ts signature Date Ai l2 nt icanb Name RECEIVE® FOR STAFF USE ONLY JUN 0 2 2008 E_: Accepted By U Amount Received Receipt# m"ENTM WEB Forms—39 Page 2 of 2 3/07 dwa 1 •9 l `:cY ��,�. City of Arlington • Public Works Utilities Division Water Department ph. 360.403.3526 CROSS CONNECTION SURVEY Residential FOR OFFICE USE ONLY Survey reviewed by: Date Received: Survey accepted by: ❑ No Yes DCVA RPBA Inspection Assembly Required: ❑ Type of Residence: ® Single Family ❑ Duplex ❑ Triplex ❑ Apartment y # of Units ❑ Other Project Site Address: 1 J`j` j,' /V �, .-��?c'��� Lot#: C � Property Tax ID#: �- c�F� J �� -I Building Permit #: Subdivision: Building size: Z # of stories Project description: 5 Property Owner: G' Gc 1�1 � 9 Property Owner's mailing address: I77� 1 3� i-c ��� �� ✓�"Y'/.//�tC�t-vj1, l�A. �l-%Z?'� Property ONNner's Phone 4 (`'_ �r`��j �� � Fax# Occupant/Contact's name: Occupant/Contact's mailing Address: J3 occupant/Contact's Phone # � � - - �' �� h" Fax# 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 judgement of the City of Arlington Cross Connection Control Specialist,the natu�reCA9LH i�s.pE,(he premise may present a hazard to the public water system,should a cross connection exist. GG((�i ��►►��,,VV JUN 0 22008 CCS Residential Pe► ?oob CQA PERMIT CENTER &lAavBoN3 I I 1 I ' 1 1 1 rIT e� Prescriptive Approach-Simple Form For the Washington State Energy Code(2003 Edition) Climate Zone 1 Site Information Building Department Use Only _� Permit#: Lot: _ -31 Address':` 11 1 -- -red /6,(_Al`v Notes: City: �I��I t 4-c J I State: Contact: i � t Phone: �v U > Jv Phone 2: Fax: Table 6-1 PRESCRIPTIVE REQUIREMENTS GROUP R OCCUPANCY CLIMATEZONE 1 Unlimited Glazing Option Onl ) Glazing U Factor Door all Wall Wall Slab Glazi 11 ng g - U- Ceiling2 Vaulted Above Into Ext4 F1oor5 On Option Area factor Ceiling3 Grade Below Below Grade %of Floor Vertical Overhead" Grade Grade III Unlimited roup R-3&4 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10 Occupancies Only See the code text for footnote references This project complies with the following: ✓ The project is a single family residence or duplex. ✓ The project is wood frame OR all of the insulation is interior or exterior of the framing. ✓ All building components meet the requirements listed in Table 6-1, Option 111. ✓ The project will meet all other provisions of the WSEC and VIAQ. The project will take advantage cof the following exceptions to the prescriptive option: ❑ 602.6 Exception 1. One door,that is 24 ft.2 or less,that does not meet the standards is allowed. Location of the door taking this exception ❑ 602.6 Exception 2. Doors with a U-factor of 0.40 allowed without calculations, Option III only- Location of the door(s)taking this exception Copyright 2002,WSUEEP02-056 Copied by permission from the Washington State University Extension Energy Program Prescriptive—Simple Form—Climate Zone 1 RECEIVED 7/26/2004 JUN 0 2 2008 COA PERMIT CENTER i _ �,. ::�4�:..