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Home My WebLink About17619 79TH DR NE_BLD20120010_2026 z `f' U O N U N N Nv ® o w O N O -4 P o ® � 0-4 cz M� W � � °�' � I � �✓ O U) � Q v z z � zu o z o � zu - x � Q � � W � o ON V14-4 i� N Z � 0 O Q) (3) Q � Q) Um zN zW Duct i iting Calculator (New Car,'- ruction) House address or lot #: Conditioned Floor Area: Z.:590 Duct tester location: 60 X- Pressure tap location: Ring (if applicable): open 1 2 3 At Rough-in (Total Leakage) Test Method & Test Calculated Standard' CFM25 Target Air Handler Present 5 6 CFM25 per 100 sf of CFA .06 X CFA <_ CFM25 Air Handler not Present <4 CFM25 per 100 sf of CFA .04 x CFA _< CFM25 Post Construction Test Method & Test2 Calculated Standard' CFM25 Target rAir ir Handler Present (Total Leakage) .08 X CFA _< CFM25 <_S CFM25 per 100 sf of CFA - andler Present(Leakage to Exterior) .06 X CFA <_6 CFM25 per 100 sf of CFA CFM25 L2Test t results must comply with onL&of the Standards options. CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Standard Tested CFM50 Calculated Test Result (( ( 7zOCFM50 X 0.055) _ ( MOCFA X 144)) =SLA 0.00030 SLA it Z Y'► �d_ divided by lCa = SLA SLA = •G'k'►O27 Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area CFMzs: Cubic feet per minute of air leakage at 25 pascals of pressure CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area duct Testing Code Language 503.10.3 Sealing:All ducts, air handlers,filter boxes, and building cavities used as ducts shall be sealed.Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section b03.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. When required by the building official,the test shall be conducted in the presence of department staff. Duct tightness shall be verified by either of the following: Post-construction test: Leakage to outdoors shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area or a total leakage less than or equal to S cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across the entire system, including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. Rough-in test:Total leakage shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across the roughed-in system, including the manufacturer's air handier enclosure. All register boots shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area. EXCEPTIONS: 1. Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2. Duct tightness test is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed. All additional supply and return ducts shall be within the conditioned space. Ducts outside the conditioned space shall be scaled with a mastic type duct sealant and insulated on the exterior with R-S insulation for above grade ducts and R-5 Air Leakage Testing Code Language 502.4.5 Building Air Leakage Testing: Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SLA)when tested with a blower door at a press of 50 Pascals (0.2 inch w.g.).Testing shall occur at any time after rough in and after installation of penetrations of the building envelap� including-penetrations-for-utilities,—plumbing, electrical,ventilation, and combustion appliances and sealing thereof.When required by the building official,the test shall be conducted in the presence of department staff. The blower door test results shall be recorded on the certificate required in Section 105.4. EXCEPTIONS: 1.Additions less than 750 square feet. 2. Once visual inspection has confirmed the presence of a gasket(see Section 502.4), operable windows and doors manufactured by small business shall be Nei mitted to be scaled off at the frame prior to the test. Specific Leakage Area(SLA)shall be calculated as follows: SLA = (CFM50 x 0.055)/(CFA x 144) Where: CFM50 = Blower door fan flow at 50 Pascal pressure difference CFA = Conditioned Floor Area of the housing unit During testing: Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed. Dampers shall be closed, but not sealed; including exhaust, intake, makeup air, back draft, and flue dampers; Interior doors connecting conditioned spaces shall be open; access hatches to conditioned crawl spaces and conditioned attics shall be open; doors connecting to unconditioned spates shall be closed but not sealed; Exterior openings for continuous operation ventilation systems and heat recovery ventilators shall be closed and sealed; Heating and cooling systems)shall be turned off; HVAC ducts supply and return registers shall not be sealed. BUILDING INSPECTION REPORT GAc Y o f Permit No. Address: /Gj 7 q1 br 7 "Cl{ Contractor: E/)cbm NC; Owner: 51 c6/— Date: y— /Z — /Z- 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 �Lt/1 Inspector: Ga.K�c_ Date: r z ® 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: - .. _ 't 1• I . I r' CITE' OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 - PHONE: (360)403-3551 BUILDING PERMIT Address: 17619 79THDR NI;ARLINGTON Permit#:BLD20120010 Parcel#:0110700000900 Valuation:$265,000.00 OWNM APPLICANT CONTRACTOR ENCORE HOMES INC ENCORE HOMES INC ENCORE HOMES INC Keith Hoyer Keith Hoyer Keith Hoyer 1801 Grove Street,Unit B 1801 Grove Street,Unit B 1801 Grove Street,Unit B Marysville,WA 98270 Marysville,WA 98270 Marysville,WA 98270 keithCaencorehomesinc.com keith�alencorehomesinc.com Lie#:ENCORHI914NS Exp: PLUMBING CONTRACMR ME]C14ANICAL CONTRACTOR ;( SOUNDVIEW PLUMBING 5917 195TH ST NE 3 Arlington, WA 98223 Lie#:soundvp0033nf Exp:6/13/2013 Lie#: Exp: JOB DESCRIPTION Single Family Residence Magnolia Meadows,Division 2,Lot 9 PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 1 CONST TYPE: V-B DWELLINGUNITS: I OCCGROUP: 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 r[ington#3101. I ignature Print Name Date Released B D to REVISED a ARCMVE APPLICANT = ASSESSOR OTHER BLD20120010 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... • The conditions and protection of the planting easement must be in place prior to Certificate of Occupancy. • These are not"landscaping easements" on these lots,they are"Planting Easements". • They are set aside areas for planting of native species and are not to be touched/altered by the property owners.The easements are also to be fenced to prevent access into the easement area. • Please change any reference of a"landscape easement"to Planting Easement to match the recorded final plat document. • Replace the brass fitting on the tail piece. PERMIT FEES Date Description Fee Amount Paid Balance Due 1/11/2012 Plumbing Permit Fee $19 3.00 ($193.00) $0.00 1/11/2012 Mechanical Permit Fee $55.00 ($55.00) $0.00 1/11/2012 Building Pemvt Fee(QTY: 1) $1,811.10 ($1,811.10) $0.00 1/11/2012 Building Plan Check Fee(QTY. 1) $1,177.22 ($1,177.22) $0.00 1/11/2012 State Building Code Surcharge QTY. 1) $4.50 ($4.50) $0.00 3/8/2012 Building Permit-Other Fees (QTY 1) $1,061.73 $0.00 $1,061.73 Total Due: $4,302.55 ($3,240.82) $1,061.73 CALL FOR INSPECTIONS BUII.DING/MGINEERRING/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 N%hether you prefer morning or afternoon. • None Revised Plans for Magnolia Meadows Division II Fee Adjustment based on Valuation 17619 79" DR — 20120010 Revised Plan 2390 with 424sf garage: 2390 X 103.92 = 248K 4.24 X 39.44 = 17K Total Valuation = $265K Permit = $2,457.30 Review = $1,597.25 Total = $4,054.55 Original Valuation on Plan 1553. with 392sf garage: Total Valuation = 175K Permit = $1,811.10 Review = $1,177.22 State Surcharge = $4.50 Total = $2,992.82 with plumbing and mechanical Balance owed = $4,054.55 - $2,992.82 = $1,061.73 BLD20120010 (PT-LIVE) - PermmiitTrax by Bitco Software Page 1 of 1 MM BUILDING PERMIT PERMIT#: BLD20120010 OWNER: ENCORE HOMES INC- Hoyer, Keith STATUS: ISSUED ADDRESS: 17619 79TH DR NE,ARLINGTON Q BALANCE: $0.00 ISSUED: 1/12/2012 CREATED: 1/9/2012 SCREENS: Select Screen... _�� FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 3/14/2012 3/7/2012 2 Y N Assign Remove 2000 C-Building I CYOUNG 3/14/2012 3/7/2012 2 Y N Assign Remove REv"iSED C https:Hcoapermits.arlington.local/PermitTrax/Module Permits/Permits-Permit/Permit Revi... 3/7/2012 - ' 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: 0 Plumbing 0 Mechanical `77� lam. A4 0110770000�_00 Project Address: Parcel ID#: Lot#: Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.unit B City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): 191t Floor: 1331 2nd Floor: 1059 Yd floor: Deck: Garage/Carport: LI7.4 Basement: Project Valuation- Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: State: Zip Code:Marysville WA 98270 Contractor's License Number: ENCORHI914NS Expiration: 8/13 Plumbing Contractor*Soundview Plumbing Phone Number: (360)658-99005917 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above nformation is correct and that the construction on, and the occupancy and the use of the above- described property will be in ordance with the laws,rules and regulation of the State of Washington. 9/26/11 Appl" nts Signature Date Keith Hoyer Print Applicants Name VOYA I I IPW R CEIVED FOR STAFF t!ki; Y Permit# Accepted By Amount Received Receipt# Date Received 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 3418 Number of Plumbing Fixtures (including Rough Ins Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 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 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2390 1st Floor 1331 2"d Floor 1059 3`d Floor Basement Deck Garage 429 9 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture: 12' 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 a 'ove information is correct and that the construction on, and the occupancy and the use of the above- described property ill b n accordance with the laws,rules and regulation of the State of Washington. 9/26/11 icants Signature Date RECEIVED REVISED MAR 0 7 2012 8 COA PL- riff C 'tTNa# 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 ®Addition/Alteration Project Description:New Single Family Residence Project Address: (Q °� '7 '�`� l � , l.` Parcel ID#: 01 10770000 L` 00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville state: WA Zip Code: 98270 Contact Person: Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 Email: keith@encorehomesinc.com same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ OtheRF � � Inspection Required: YES ❑ NO ❑REVISED MAR- 0 7 2012 �� 9_'D, z00 ( r RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Hom s, Inc. Signature: G Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: ✓a a. Single-family dwelling b. Duplex C.Addition ✓@ d.Accessory structure 2. Proposed Dimensions: W) L) H) `35' Total SF) 3. Allowed Lot Coverage: Total Lot Size SF x 35% = SF 4. Actual Lot Coverage: (SF of all structures) 1796 - $9 K (lot size) = Z Z (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? If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New single Family Residence OFFICIAL USE ONLY MAR 0 7. 2012 PROPERTY ZONED APPROVED F-1 DENIED_F—] /+ DATE INT RV us 41, RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360)403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. 1//Signature: Date: 9/26/11 Owner` wner's Representative Company: Phone: �n CDrL {y�.V- '� (360)659-1579 r . 6 RESIDENTIAL MECHANICAL ,4. 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: 1 `� l ° w' �' Parcel ID#: 0110770000_L100 Lot* 4 Subdivision: Magnolia Meadows Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City. Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)559-1579 Cell Phone: (425)220-5223 Fax; (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Please List quantity of fixtures below: + FURNACE UP TO 100K BTU CLOTHES DRYER 3 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 1OK CFM VENTILATION SYSTEM HEAT PUMP a VENTILATION FANS OTHER + VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: WA Zip Code: s827o Contractor's License Number: Expiration: 6/13 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 with the laws,rules and regulation of the State of Washington. 9/26/11 li� s Signature Date REVISE[ , Keith Hoyer Ap ant Print Applicants Name 177 CE, IVED FOR STAFF USE ONLY RX-Dic) Permit# Accepted By Amount Received Receipt# Date Received 5 2010 CJY ' I ' _ Site Information: Impervio ',Surface: 17619 79 m Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA DrivewayNValkway: Sq. Ft. Parcel #: 01107700000900 Total: Sq. Ft. Unit Size: 8,040 S.F Notes: Legal: Magnolia Meadows, Div2, Lot 9 1. Downspouts to plat system Job #: 2. Stockpile to be covered within 24 hours. Plan: 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. N 6. Armored Construction Entrance. 7. Parking pad concrete/driveway gravel 0 ft. 12 ft. 20 ft. 40 ft. Setback Notes: Front Setback 20' Driveway length 22' Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O (true corner closer to road) LOT 9 8,040 SQ. FT. 134.00' 2.11' �+/�t/ 4 a. n I A W rn —44' ' c � L 20 G a 0 o tisC � oo s c � USEw m N IvX v oO o Q- =' co I ca CD U a o o 4'5" o _N I CO —o !_J I 2.11' I �END134.00 REVMAR 0 7 2012 IS . . ED s 8 C Od U 1-0 0 1 ZRf IT�P ENTER [Enc:o:r:eHomes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer BLD20120010 (PT-LIVE) - Perr •"Trax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120010 OWNER: ENCORE HOMES INC-Hoyer, Keith STATUS: ISSUED ADDRESS: 17619 79TH DR NE,ARLINGTON BALANCE: $0.00 ISSUED: 1/12/2012 CREATED: 1/9/2012 SCREENS: Select Screen... _ [] FUNCTIONS:Select Permit Function... + SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST I (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 3/14/2012 3/7/2012 2 Y N Assign Remove 2000 C-Building I CYOUNG 3/14/2012 3/7/2012 2 Y N Assign Remove https://coapermits.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Revi... 3/7/2012 CITY 10 OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUELDING PERMIT Address: 17619 79TH DR NE,ARLINGTON Permit#:BLD20120010 Parcel#: 0110700000900 Valuation:$175,000.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES INC ENCORE HOMES INC ENCORE HOMES INC Keith Hoyer Keith Hoyer Keith Hoyer 1801 Grove Street,Unit B 1801 Grove Street,Unit B 1801 Grove Street,Unit B Marysville,WA 98270 Marysville,WA 98270 Marysville,WA 98270 keith@encorehomesinc.com encorehomesinc.com keith@encorehomesinc.com Lie#:ENCORHI914NS Exp: "PLUMBING CONTRACTOR MECHANICAL CONTRACTOR SOUNDVIEW PLUMBING 5917 195TH ST NE 3 Arlington,WA 98223 Lie#:soundvp0033nf Exp:6/13/2013 Lie#: Exp JOB DESCRIPTION Single Family Residence Magnolia Meadows,Division 2,Lot 9 PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 1 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 CONSTPUC'IION 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.IBC 1 10/IRC 110. 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 Cit of Arlington#3101. A/1 / ignature Print Name I tate 'Released By Date if f ARCHIVE 0 APPLICANT ASSESSOR OTHER BLD20120010 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... • The conditions and protection of the planting easement must be in place prior to Certificate of Occupancy. • These are not"landscaping easements"on these lots,they are"Planting Easements". • They are set aside areas for planting of native species and are not to be touched/altered by the property owners.The easements are also to be fenced to prevent access into the easement area. • Please change any reference of a"landscape easement"to Planting Easement to match the recorded final plat document. • Replace the brass fitting on the tail piece. PERMIT FEES Date Description Fee Amount Paid Balance Due 1/11/2012 Plumbing Permit Fee $193.00 $0.00 $193.00 1/11/2012 Mechanical Permit Fee $55.00 $0.00 $55.00 1/11/2012 Building Permit Fee(QTY: 1) $1,811.10 $0.00 $1,811.10 1/11/2012 Building Plan Check Fee(QTY: 1) $1,177.22 $0.00 $1,177.22 1/11/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $3,240.82 $0.00 $3,240.82 CALL FOR INSPECTIONS 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 -' 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: r Plumbing (a Mechanical 1 ,�� _7 7� Dom, Irv, Parcel ID#: 010#0 Project Address: 000100 q Lot#: I Subdivision; Magnolia Meadows D1 v 2. Project Description New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.unit B City; Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): 13t Floor: 1551 2nd Floor: 3rd floor: Deck: Garage/Carport: 392 Basement: Project Valuation, Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: WA Zip Code: 98270 Contractor's License Number: ENCORHI914Ns Expiration:8/13 Plumbing Contractor*Soundview Plumbing Phone Number: (360)658-9900 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor: Electric Wall Heaters Phone Number: Address City: State: Zip Code: Contractor's License Number: Expiration: — I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described prope will e in accordance with the laws, rules and regulation of the State of Washington. 10/6/11 Applicants Signature Date Keith Hoyer Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 •Phone(360)403 3551 - FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 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 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 3 X 1.0 = 3 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 2 X 2.5 = 5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 31.5 Units Traps(otherthan above items) Column Totals 14 Estimated Project Valuation Building Square Footage 1551 Vt Floor 1551 2nd Floor 3`d Floor Basement Deck Garage 392 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture: 12' feet above meter or feet below meter D. Pressure in street main. 57 psi. (Measure with gauge or check with Water Department) I hereby certify that the ove information is correct and that the construction on, and the occupancy and the use of the above- described proper ill in accordance with the laws, rules and regulation of the State of Washington. 10/6/11 plicants 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: C) New Residential Q Addition/Alteration Project Description: New Single Family Residence Project Address: (701 -71 t% Di . ME Parcel ID#: 0109770000 00 Owner: Encore Homes, Inc. Phone Number; (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville state: WA Zip Code 98270 Contact Person: Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 10/6/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ 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. W] FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if comer 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. 1o. 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.) Notel 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. 0✓ 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. FV 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. 0 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 GLLI-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. F/� 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. 0✓ 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 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: 10/6/11 Own�r/Owner's Representative I Company: Encore Homes, Inc. Phone: (360)659-1579 6 1 Permit Review Details PE:RMlTTRAx Permit: ZON20120007 1002 Complete? N Total Time: 0 1014 Complete? N 01/11/2012 MHAYES 30 These are not"landscaping easements"on these lots,lhey are"Planting Easements". N They are set aside areas for planting of native species and are not to be touched/altered by the property owners.The easements are also to be fenced to prevent access into the easement area. Please change any reference of a'landscape easement'to Planting Easement to match the recorded final plat document. Total Time: 30 1020 Complete? Y 01/10/2012 FRAPELYEA 5 No comments Y Total Time: 5 1026 Complete? Y 01/10/2012 RSHEPARD 0 no comment Y Total Time: 0 1028 Complete? Y 01/10/2012 EANDERSON 10 Replace the brass fitting on the tail peace Y Total Time: 10 1032 Complete? Y 01/10/2012 LTAYLOR 5 No comments Y Total Time: 5 2000 Complete? Y 01/10/2012 CYOUNG 0 No issues Y Total Time: 0 2012 Complete? N Total Time: 0 Total Reviews: 8 Total Time: 50 1/12/2012 11:20:15 AM Page 1 of 1 ZON20120007 (PT-LIVE) - PennitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT M. ZON2012000749 OWNER: ENCORE HOMES- HOYER, KEITH STATUS: APPLIED ` ADDRESS: 17619 79TH DR NE,ARLINGTON BALANCE: $0.00 � 1 ISSUED: CREATED: 1/9/2012 " SCREENS: Select Screen... FUNCTIONS: Select Permit Function... GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE DUE DATE LAST (#) REQ?DO... ; ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/11/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 1/11/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 1/11/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 1/11/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/11/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 1/11/2012 0 Y N Assign Remove 2000 'C-Building l CYOUNG 1/11/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/11/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Review... 1/9/2012 l� U 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: 10i6i11 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1 s Owner/Applicant: Encore Homes, Inc. Signature: / Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: Ek a. Single-family dwelling [a b. Duplex ✓❑ c.Addition [a d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size 8o't"J SF x 35% = Z�R1� SF 4. Actual Lot Coverage: (SF of all structures) 2001 _ Bfl�C� (lot size) = Z44 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New Single Family Residence OFFICIAL USE ONLY PROPERTY ZONED APPROVED F-1 DENIED _ DATE INT RECEIVED JAN 0 9 201Z COA Engineering Dept. i • i 1 J Site Information: Impervior' Surface: 17619 791" Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #: 01107700000900 Total: Sq. Ft. Unit Size: 8,040 S.F Notes: Legal: Magnolia Meadows, Div2, Lot 9 1. Downspouts to plat system Job #: 2. Stockpile to be covered within 24 hours. Plan: 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. N 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel 0 ft. 12 ft. 20 ft. 40 ft. Setback Notes: Front Setback 20' Driveway length 22' Side / Rear Setback 5' Ht. 35' RECEIVED No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O JAN 0 9 2012 AL. (true corner closer to road) COA Engineering Dept. LOT 9 8,040 SQ. FT. 134.00' 2.11' 4 M I 0 W A W I M Z� i Lij 22 s U o v pcoP Go friers — East s vSE�� w m m x DO N01 L � o I a d I ° C U m CU L. I c a O o 2' o -- Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer BLD20120010 (PT-LIVE) -PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT M BLD20120010 OWNER: ENCORE HOMES INC-Hoyer, Keith STATUS:APPLIED ADDRESS: 17619 79TH DR NE,ARLINGTON BALANCE: $0.00 0111 ISSUED: CREATED: 1/9/2012 1 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION JASSIGNE...I DUE DATE I_ LAST I (#) jRM?jDO...j ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/19/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/19/20120 0 Y N Assign Remove it http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits, Permit/Permit Review... 1/9/2012 nD ineering, Inc. MAR 0 7 2012 S h Ave. W., Suite B COA Lynnwood, WA 98037-4149 C ER (425) 697-6108 " 614V Client-. Encore Homes, Inc, Project Location: I Varies, PIf#2390 (0924...) 2-Story 1801 Grove Street, Unit B Design calculations are for 85 rn h (3-sec. gust)wind exposure B, Marysville, WA 98270 topographic factor, Kzt of 1.0 and 26 psf snow load. Do not use or (360) 659-1579 Ph. depend upon these calculations for more severe wind exposure (360)659-3394 Fax or snow loading. Scope: Lateral &Vertical Design Code: ASCE 7-05 Lat. Des. Parameters: SDC& Site Class., D; (Ss): -1.25 'Ibead Loads:I Roof&Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Windspeed, V(mph): 85 Exterior load 8 psf(surface area) Live Loads: Floor Load (psf): 40 1 Interior wall load 10 psf(floor area) Snow Load (psf): 25 Attic Lim. Sto. (pso: 20 Assumed Soil Values per IBC 2009: Soil Bearing: 2000 psf(Contractor shall notify Engineer if testing indicates bearing capacity Is lower than 2000 psf) Wind Design: PS='%*I,,*P,3eKzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X, Adjustment Factor varies over height& exposure (Fig. 6-2) lw= 1 Wind Importance Factor(Table 6-1) P,30,Varies with roof pitch and building zone(Figure 6-2) Kzt= I Topog. Factor(6.5.7, Fig.6-4), equal to 1.0 for flat terrain 11 , Roof rise in 12" 6 1 Root rise in 126' 0 4 Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet Included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-1 51-PB 14.4 2.3 10.4 2.4 0-15'P.= 11.5 -5.9 7.6 -3.5 15'w�OP.= 14.4 2.3 10.4 2.4 15'-20' P.= 11.5 -5.9 7.6 -3.5 201-25' Ps= 14.4 2.3 10.4 2.4 20'-25' P.= 11.5 -5.9 7.6 -3.5 26-30' P$= 14.4 2.3 10.4 2.4 26-30'P,= 11.5 -5.9 7.6 -3.5 30'-35'Pa= 15.1 2.4 10.9 2.5 30'-35' P.= 12.1 -6.2 -8 -3.7 36-40' Ps= 15.7 2.5 11.3 2.6 35'-40'P.=l 12.5 -6.4 8.3 -3.8 Seismic Design: V= Cs*W (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8) Fa= I (Table 11.4-1) St)s= Des. Spectral Resp. Accel. Parameters (Sec. 11.4.4 SDS= 0.833 (Eq. 1 D= Site Classification(Section 11.4.2) K. f Is= 1 (Table 11.5-1) Fa&Fv =Site Coeff. (Table 11.4-1 &11..4-2 R= 6.5 (Table 12.2-1) IV=Seismic Base Shear(E-q. 12.8-I)l J J Cs=1 IF-*SDS/R (Eq, 12.8-2) --FW= Effective Seismic Weight(Sec. 12.7.M/161 I P-=�-Redundancy Factor[1.0 < p < 1.3] (Sec. 12.3.4.2) A -V U/A 4- �Therefore; V ult 0.128 ,IV A AC)i Prepared by: JCM %.�� I RZ5 11 10/25/2011 Checked by: RKR Project Name: Plan 2390 (0924... Project No.: 10-02Y 1 011 2/201 0 Page 1 of 14- s M JRR -Ei:gineerfng, Inc. ENGINEERING & PLANNING SERVICES Project Name:_ JLI„ 'L3gQ �Da�q �� No.: t19-d2Y „_ 4 . .. .... . . .. - . _ ice . a Designed JGM Checked_ Date Sheet oft_ i J"RR Enneer�ri , Inc. ENGINEERING & PLANNING SERVICES Project Name: LA• 1-4 No.: b-OZY cn ? 1p I I I' Igo Lei 1 L Designed JAM Checked_ IZ Date-104-lljo Sheet of 14 _ } I JRR .�ngin Bering, Inc. 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ENGINEERING & PLANNING SERVICES Project Name: No.: t _vr_-p,-ncAL Des-i 6IJ ,\ Pv � :0.951 ZL-196.I 'F#Z OF 5 -0 JOy":��lwl ..j` x .7 J' VW : . ...: . .. .. '. � ._ - ►a j �� 2Jt W Di�j�•s ,..�. f`2,"D►G. T�CeF-S�' fib IOE • �b".ftG; S�,�Gi�b 610 04 i-io� 'L4A. t 66.- 66o", 1144* 10 Designed c-M Checked Date 15 &q/ft Sheet of 14 - - � - r! ,i .1 J"RR Engin eerzng, Inc. ENGINEERING & PLANNING SERVICES Project Name:_�j� � E 't,3a�_� 2 _ No.: fib-p*ly G µ� 3 - :,. C i NTP• �+jz6,. WAR :,W-M#-4 07 .' S f �,�r ty � fps Aw Iran M 64lit -.61�/. Off RLz 1447 ��i�4" 9M .' 4F -v4. &-t Designed— 11 Checked ¢-l1 , Date Sheet q of 14 _ I I .�TRR Eri neex-julmq Inc. ENGINEERING & PLANNING SERVICES Project Name: PL741,J # UQD ( OM-4 fit ) No.: 'f D 744 16,5A 65 t 65+15)4A14 . + - d�)41' 1 15+I wt + 65 - 615�+ w 3:'OW 56) +�- 7 4TL,_:. n� r6'(_1 , �56)� . 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ENGINEERING & PLANNING SERVICES Project Name:_ PLAT A No.: fD'O'LY Oil- 4x0 w*2:r.T' =�.��?c.�?�_1�-�...�•'�._.� .�_6_".Da.l.►.� �cT pax 4 '�..� __ -. ,Al' :a 67` la� 60-k i 4 x t D V01 em, -yN'tlEfa tea.wit i, I �M,e.,c�= 6 :. 42 43 eku 4P4 • 4�4 °L_��'G� -6 MAA Gt�w,. �� 5�� G fib' o,G� � �� ,. �• �' lYl 14� P Cn 3� C�► C / /15 1'5, 330'5 Designed_ irf� Checked Date_ O 10_ Sheet of 14 ,� i _ I r Stud Wall Design (ASD) (NDS 2005/2009 IBC) Try 2A HF#2 A 16" ox. b = 1.5 Fb = 2387 k= 1_0 d = 5.5 E = 1300000 d = 0.88 S = 7.56 Kee = 0_3 SL= 25 A= 8.25 Fc*= 1708 DL=q15 0.5fc= 28.8 0.5P fc= 42.1 P = << ;; fb = 437 M* 0.5fb = 219 0.5M*= 1653 Eave Height= 11 ft le = 132 in FcE = 677.1 psi Fc= 609.4 psi >fc OK Ww+0.5S (fc/F'c)^2+ fb/(Fb(1-(fc/FcE)))= 0.19 < 1.0 OK 0.5Ww+S (fc/F'c)^2+fb/(Fb(1-(fc/FcE))) = 0.10 < 1.0 OK Note: M* - Moment due to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 Where: Fb=Fb*C D*Cr*C F*C M (Cr= 1.35 in lieu of 1.15 per 2008 SDPWS Table I I.1.1) Fc*=Fc*C D*C F Values from NDS 2005 Table 4A (HF, E=1.3x10^6 & DF, E=1.6x10^6) Where(HF#2): Fb =Fb*C D*Cr*C F*C M Fb = 850 psi(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10) = 1645 psi Where(DF#2): Fb =Fb*C D*Cr*C F*C M Fb =900 psi(1.6)*(1.35)*(1.3)*(1.0) = 2527 psi Fc*= 1350 psi(1.15)*(1.10) = 1708 psi Designed by: JCM Checked by: RKR Project No.: 10-02Y 10/18/2010 Sheet 4S of J"RR .L.�rzba'in Bering, Inc. ENGINEERING & PLANNING SERVICES Project Name: f,L.e!�6j 9 11--MD 2q ,� No.: ., ..� � air•-.. ....- .. ..._._.. _ '� AA •.•J�...VI.•.. .d....y..\. _.'iti+Yi.V."1'v .'•�:.9 � I r" _. j- ................�~ ~•; .` . . . fir. .._. _°`? . ....... T lox) = �•6� �r air' '�-�f.._`.. , _..... , ... ...�.-s.,p,' . . �-Zn �: _ .4. _. ... - .i.��-W�'��l�r�� :�? ...4."�� .1'..I'�1�t. _.i� !!".'!�•�1"�G>.[_ �-. kV�"-•,`�.�.T`I�+t�`!�,� . . .. ., i .. ..• .am....N. '' .. ..r.....n.....w..91�.+V�i.1Y9+.1 I i. • J.A. •.M-.. . r..i.vn.i...✓. n♦ •.... --. -..11..-......-.. . Designed SG tri Checked Date_ Sheet• Oft4 JAN 0 9 2012 JRR Engineering, Inc. 18609 76th Ave. W., Suite B C4A Engineering Den', Lynnwood, WA 98037-4149 ?J_kI?Q [2_OOt0 (425) 697-5108 Client: Encore Homes, Inc. Project Location: Varies, Plan 1561 with 3-Car Option 1801 Grove Street, Unit B Design calculations are for 85 mph (3-sec. ust)wind exposure B, Marysville,WA 98270 to ogra hic factor, Kzt of 1.0 and 25 psf snow load. Do not use or (360)659-1579 Ph. depend upon these calculations for more severe wind ex osure 360) 659-3394 Fax or snow loadin . Scope: Lateral &Vertical Desi n Code: 12009 IBC I ASCE 7-05 Lat. Des. Parameters: SDC&Site Class., D; (Ss): 1.25 Dead Loads: Roof&Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Windspeed, V(mph): 85 Exterior wall load 8 psf(surface area) Live Loads: Floor Load(psf): 40 Interior wall load 10 psf(floor area Snow Load psf): 25 Attic Lim. Sto. (psf): 20 Assumed Soil Values per 2009 IBC: Soil Bearing:2000 psf Contractor shalt notify Engineer if testing Indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=]-*Iw*Pao*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; IX, Adjustment Factor varies over height&exposure(Fig.6-2) Iw= 1 1 Wind importance Factor(Table 6-1 P,30 Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topog. Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12" :1 6 6. . Roof rise in 12 p Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15'Pg 14.4 2.3 10.4 2.4 0-15' P6= 11.5 -5.9 7.6 -3.5 15'-20' PS 14.4 2.3 10.4 2.4 15'-20' P5= 11.5 -5.9 7.6 -3.5 20'-25'P$ 14.4 2.3 10.4 2.4 20'-25' Pg 11.5 -5.9 7.6 -3.5 25'-30'Pg= 14.4 2.3 10.4 2.4 25'-30' P9= 11.5 -5.9 7.6 -3.5 30'-35'P5= 15.1 2.4 10.9 2.5 30'-35' PS= 12.1 -6.2 8 -3.7 35'-40'PsL2qv 2.5 11.3 2.6 35'�0' P6= 22.5 -6.4 8.3 -3.8 Seismic Design: = Cs*W (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8) Fa= 1 (Table 11.4-1) Sos = Des. Spectral Resp. Accel. Parameters(Sec. 1 So$= 0.833 (Eq. 11.4-3) D = Site Classification (Section 11.4.2) IE= 1 (Table 11.5-1) Fa&Fv = Site Coeff. (Table 11.4-1 &11.4-2) rt, 1 R= 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) .� Gs = IE-SDs/R (Eq. 12.8-2) W= Effective Seismic Weight(Sec. 12.7.2) p = Redundancy Factor[1.0< p < 1.3] (Sec. 12.3.4.2) Therefore; V= 0.128 W Prepared by: JCM �`FiS Checked by: Rf_ _ Project Name: Plan 1551 Project No.: 10-02E 1/17/2011 Page 1 of �.ww� .�4�17�A r�i ".4N.4��►.m� ENGINEERING & PLANNING SERVICES Project Name:_.P11�1 No.: d D5 Np Ly r . B S-4. t 9 I 1 MASTER BMM 9. � - I _ _. ... VAULT' I - .i_ __ �' .HALL I Y e d.. �•'• B FH a Mort wMJ ® 8•,O /1L I �/ 13Yxsi'1 • � i I ATM 1 8 SOLLJJeDS I q GHEN 3i � I � 3'••' VAULTED J DRYM �o .Y z i? 6ARA6£ s I 1 +oWLx-1iY �� r I f I ' f6�d BEDRoor+�� I I ----------L•5J— f SRWWFTO T.MATE IL e --------- N 1 13 64P.SM2 VMP.LCE4(1)E0.OrL TO STRAP TO T.PLATE 4.0 N.-2 POST CONIL r{,.. Q Y•e �r� g I�i Designed _ Checked R14P? 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'w o cores� p�n+yr,, S 3 0 !..(�.J AID Designed Ml, Checked Date 17 Sheet of 6 i ENGINEERING & PLANNING SERVICES Project Name:_P LA--I,—J—1 55- I _ No.: ( ►far To I W&L, U aft- TPA+ s Apo') �. z 190 Z 254k < fir �25 f i � 44v/z ,t 'zD 2q 4,�2s� ►li = $6b 11/11 /Z) zlso 2� 3 �li15� 4 x> �LFA-2 NOVI - = 12t-1 a* is) - I•5lb 4 fW 'r t's+15 tzi R. v im 1'i a (i Al � -� - ►,ram��c�,17� �,,5 r 2�� Designed__- , e-ni Checked ;�.K_ pate 7 �! r � � Sheet 0 Of I I �: ENGINEERING & PLANNING SERVICES Project f4 TAN Kr 16A- s 67 VA �gvz 67 C I4/2) = 470 6-7 C7 (47)(14� /�I 4i 44 � ti L/ 774 "file -fi g G� ��.4G� � 5 S $1 1► j -C: 4' drGt t►1 Yt N6ST SPAG I� �..� (4DtlD),j,4-* = 760v, 760 `4/2) I40 G 253 ors 4 X4 PM O"vc. 1 Designed Checked- `' Date Sheet_ of I �TRl -Erig�neerfng, . ric. ENGINEERING & PLANNING SERVICES Project Name: 1 :U 155I �4 - 27. - — _tip V= 14-4 (Tb,x j � 3 ( v��5�a - 1015 /a 4- V 6/2-x 1015K 1070 U1RG L1I-ri, V I JD f I� '61se. un! Imo° Designed Mir-A) Checked Date Sheet � of � 1 1 I JRl -Eng,�neering, _ mac. ENGINEERING & PLANNING SERVICES Project Name:=PLA W i a S'l - - No.:_ GP-R fsdR� `r oi c oir "r CP-fT _f COI6 .rf Irk 6,�,SOP .i�l,, .. 3065_ .`'-�� 4 '� �3�5 . 4 V r .Iit r s tDlS./til 40"A GCirti, A1Er.r vtr; f4ar-cfLm = EZD t �D, 4751/r --bkl AXI D 1+F;O2 Designed '11f Checked P=P_ Date 17 f Sheet 0 of :, i ,� ZON20120007 (PT-LIVE) -PermitTrax by Bitco Software Page 1 of 1 I Lj DEVLPMNT REVIEW COMMITTEE PERMIT ZON201.20.0.07. OWNER: ENCORE HOMES-HOYER, KEITH STATUS: APPLIED "* ADDRESS: 17619 79TH DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/9/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function -. GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION 1ASSIGNE... DUE DATE' LAST (#) JREQ?lDO..I ASSIGN I REMOVE-� 1002 P-Engineering I LPETER... 1/11/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 1/11/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL.. 1/11/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA.. 1/11/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/11/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 1/11/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/11/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/11/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Review... 1/9/2012 I I� I BLD20120010 (PT-LIVE) -PermitTrax by Bitco Software Page 1 of 1 Cot— BUILDING PERMIT PERMIT#: BLD20120010 OWNER: ENCORE HOMES INC-Hoyer, Keith STATUS: APPLIED ADDRESS: 17619 79TH DR NE,ARLINGTON BALANCE: $0.00 �► ISSUED: CREATED: 1/9/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. I DESCRIPTION IASSIGNE...I DUE DATE LAST (#) REQ? DO... ASSIGN ' REMOVE 1002 P-Engineering I LPETER... 1/19/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/19/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Review... 1/9/2012 i I General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ENCORE HOMES INC UBI No. 602939989 Phone 3606591579 Status Active Address 1801 Grove St License No. ENCORHI914NS Suite/Apt. UNIT B License Type Construction Contractor City Marysville Effective Date 8/10/2009 State WA Expiration Date 8/10/2013 Zip 98270 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 1 2 Date Date DBJOHCI044BA D B JOHNSON Construction General Unused 1/1/1996 7/27/2013 Active CONSTRUCTION INC Contractor Business Owner Information Name Role Effective Date Expiration Date JOHNSON, DAVID B President 09/01/2009 JOHNSON, ERIN L Secretary 09/01/2009 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 11 DEVELOPERS SURETY 362728C 08/10/2009 INDE Until Cancelled Et M CO $12,000.0008/10/2009 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy N u mberl Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date WESCO 3 INSURANCE WPP101818301 07/01/2011 07/01/2012 $1,000,000.0006/20/2011 COMPANY WESCO 2 INSURANCE WPP441150000 07/01/2010 07/01/2011 $1,000,000.00 06/25/2010 COMPANY 1 GENERAL BAG000695300 07/01/2009 07/01/2010 $1,000,000.0008/03/2009 FIDELITY INS CO Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 1/9/2012 LW I r I tj i � m s m m m IL- 4 fir• i�' � � Ln LM 4 J '�— f f Ln tu lu v rAla 1 � ' > O r I U- uj --- € < uj c`� � i E,, [Ell L 1 1 u-1, �:1� A ems ` t r 7a li.i Mi tu tu �— ujail ` t to ul I - IL IL tu tu m Zo IN31.9 ° ILm Lu 0 0� < lu m Mzw �� > j73 Us V u- z >vz - 41 Ilu LLl ® P vD z a JU X > uou o 'p- t:j Q- � pit W— - 8 A 6 Q ul �d o � iu— �.tkE 4 .: IS) LL IL W � C tf) X+- v va- 4-1 /k mew m v �, aX� sj o z °w Y<_ m r 4 > „ }} ILo f �E I,I U-Z S}ik� kr s I FFF 3 T e _9 € 0� f I ® , � rI LU La J� I 114C w �I- - - - - - - - - - -- 1 —z _ t li1, IDy I ` L' iz N z LU 1 a IU- .4 41 _� Q uA I DA O x -z t� �, fl ul lu ' Ogg °` mot= LU > z s<� z Rio Sri tu i I () 6� LL z z p 0 z O xQ , Q� z z Ozw �; w � ,�� in w .� O �< � UW U z iia } �} 0[ tt ��` �}z �� ajai �� :` CSC; � - > oz W_ t- k. 1)� z 0 z uc {3� � > � < 0 �►ui4Q 0 4 ®z ,r z OIL �t� Xlz � i �z O UA Lz �-� b o x � �0 O z �'� } ® U � {) 1 u� - � i Z 0 o zip ®d U O ►�1 u �� Oz Oz z - OtYp z ' �` UluOa� � sa �� w + -� O x tu ry p u ? t z� z as v t w� to lu ` � , �'z s� o, x u Zoii Yomw10 z �� O zOL z uiD_ 4- Oz dO s� � � Ala >u w- ��iti� Q s m m ® T Asa w-0 zv um z pew m-� I � o Wit- U N p ►tu U_ U } O ` ? 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