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Home My WebLink About328 S French Ave_BLD1416_2026 RESIDENTIAL PERMIT APPLICATION M Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 32,2 S• Fycn fib %ve.e Plat: Old' hwrn Single-family ❑ Duplex ❑'i Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1st Floor: I f 27 2nd Floor: Garage: Total SF: 2/27 Describe Proposal (include cross street): 'd e?&mof ern A n&-V �un�a i[rh or, Valuation: 60 coo Owner: Address: l S2 3 54 AJE City: �'��n vn State: Zip Code: 9��3 Phone: L2-0(,) L/9`1- 7eW Email: e"�eJ-1-ea-M 407�hem 6t:�,i-, Applicant: Address: City: State: Zip Code: Phone: Email: Contractor: �Dwiy,— a,6vye-- Address: City: State: Zip Code: Phone: Email: Contact Person: 6�vkld-f- License Number: Expiration: 6/16LP Page 7 of 3 RESIDENTIAL PERMIT APPLICATION ® Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that applyand indicate the number of fixtures proposed) 1 l Ba h/Shower Combo (4.0) x 2— Sink (1.5) x 3 Q Shower(2.0) x Lavatory (1.0) x 5 er 57"►n j Clothes Wa er(4.0) x Cl Water Closet (2).5) x Dishwasher (1.5) x Water Heater x 1 �2 e.�iti�nq 0 ose Bibb (2.5) x Water Heater Model# ❑ Other(list) x Plumbing Section Continued Proposed Water Piping Size: 2 Proposed DWV Material: ! rr it Proposed Piping Material: Pe-X Proposed DWV Size: .3 2� • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 Y RESIDENTIAL PERMIT APPLICATION y Department of Community& Economic Development �Pl fyGSO City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: X�s�`''� ele ctVic ❑ Furnace (80+) Model# AFUE ❑ Heat Pump Model# SEER HSPE ❑ AC Unit Model# SEER ❑ Type II Hood ❑ Commercial Cooking Appliance EJ Hydronic Piping Boiler ❑ Solid-Fuel Appliance ❑' PV System Fireplace Insert ❑ Outdoor BBQ ❑' Storage Tank Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: Pipe Material: Pipe Size Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: �� yl &W Date: Print Applicants Name: 6/16LP Page 3 of 3 LOT 5 I t HOUSE I I x LV 1.67 125.10' 67.46 S89'02'22"E 37.61 I I I LO O GARAGE CONC. ao o I M 4,762 S.F. LOT 4 20.03' w I 29.89 w - 10.33' W o �� Q t 67.56 `O = d 17.66' - Z i w LO N io S$9'02'22"E � 125.57' -'i o f CON C. 30.00 Z o ( W E 10.00 o t POWER 00 POLE 4,780 S.F. HOUSE Y o LOT 3 w t S 00 0 00 Cn I NOTE: BOUNDARIES ESTABLISHED PER THIS SURVEY MAY NOT CONFORM TO EXISTING LINES OF OCCUPATION AND FENCE LINES AND COULD RESULT IN POSSIBLE BOUNDARY DISPUTES. I 27.99' � I d- I 1 � WATER S89'02'22"E - 126.04' METERS f I 11 tLl GRAPHIC SCALE 10 0 5 10 20 6m m=60!�� 1 inch = 10 ft. Received BASIS OF BEARINGS: C/L FRENCH AVENUE AS 0'14'06" PER SURVEY RECORDED UNDER A.F. NO. 4 P R 1 2017 200711195076 THIS SURVEY DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD OR OTHERWISE. LEGAL DESCRIPTION: A SURVEY INSTRUMENT USED: SOKKIA SET 5 SURVEY INSTRUMENT USED: TOPCON DS LOTS 3 AND 4, BLOCK 2, PLAT OF PALMER'S ADDITION TO SURVEY PROCEDURE: CLOSED TRAVERSE ARLINGTON, ACCORDING TO THE PLAT THEREOF RECORDED IN Q SURVEY PRECISION: THIS SURVEY EXCEEDS FIELD VOLUME 9 OF PLATS, PAGE 26, RECORDS OF SNOHOMISH COUNTY, o sy TRAVERSE REQUIREMENTS OF WAC 332-130-090 WASHINGTON. A = LEGEND: SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. Z SKETCH FOR. o (D ^� DENOTES 1/2" X 24" REBAR & CAP L.S. 42666 2 66�a a4o SET THIS SURVEY UNLESS OTHERWISE NOTED G1 TER 5JQ DENOTES FOUND PLAT MONUMENT SCOTT REED N LAND X— — DENOTES FENCE LINE Engineers Surveyors Planners PORT'N SW1/4 & SE1/4, NE1/4, SEC.11, TWP.31N, RGE.SE, W.M. CASCADE SURVEYING & ENGINEERING I N C ■ 105 L Division-PO Box 326 ARINGTON,wa 98223 JOB# 21344 DRAWN BY: LAF FIELD BOOK # ARL. 132 PHONE:(360)435-5551 DATE: 4/3/2017 REVISED: CHECKED BY: PTA V:\21344\DWG\21344—SK.DWG (SKETCH) FAX:435-4012 DO I CITY OF ARLINGTON -ARLINGTON, WA. 98223 238 N. OLYMPIC AVE PHONE; (360)403-3551 BUILDING PERMIT Address:328 S.French Ave Permit#:1416 Parcel#:00538300200300 Valuation:60000.00 OWNER APPLICANT CONTRACTOR Name:REED SCOTT A/REBECCA L Name:Scott A.Reed Name:Reed Address: 1523 188TH ST NE Address:1523 188th Street NE Address: 1523 188th Street NE City,State Zip:ARLINGTON,WA 98223-1653 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:206499-7840 Phone:206499-7840 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Alteration CODE YEAR: 2015 STORIES: ] CONST.TYPE: DWELLING UNITS: 1 OCC GROUP: BUILDINGS: OCC LOAD: 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 RC W 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 I IO/IRC 110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the C- of Arlington must he reported on your sales tax return form and ded i wty oATtonJ3101. Sco 04 Signature Print Name to Releascd By Date CONDITIONS See red lined drawings. Adhere to approved plans.Additional requirements: A new 6" sewer stub will be required for each lot. The existing sewer stub is approximately located near the lot line between lot 3 and 4. Contact the Wastewater Department for further information (360)403-3526. Contact the utility department (360)403-3526 to remove the water meter prior to construction. THIS PERMIT AUTHORIZS 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. PERMIT FEES Date Description Fee Amount 4/25/2017 Building Permit Fee $1,011.68 4/25/2017 Building Plan Review Fee $657.59 4/25/2017 Plumbing Permit Base Fee $25.00 4/25/2017 Plumbing Permit Fee(Enter Fixture Fee) $72.00 4/25/2017 Processing/Technology Fee $25.00 4/25/2017 State Building Code Surcharge Fee $4.50 4/25/2017 Water Heater $25.00 Total Due: $1,820.77 Total Payment: $657.59 Balance Due: $1,163.18 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon IMMUOU5 VFA, Of COVE MF; N01E5 1. PPOP05�12 HOU51�; 1127 5Q, FT, 1. FX151IN6 HOU51�; 1127 5Q. Ff, 1. MOON CONTROL; COM ALL MAVAM9 SOIL WITH TARP WITHIN 24 HI;5 N 2, MOPO5F,b PATIO; 153 5Q, FT, 2, MOP05Kn PATIO, 155 5Q, Ft. 2, Al I20WN5P0UT51"0 5PLA5HPLOCK, %CrTPLOW 0NT"0 PPOPMTY 5. PPOP05�12 WALKWAY; 60 5Q, Ff. 3, M01`05�12 WALKWAY; 60 5Q. Ft, 5. AI2RM: 528 5 I%PENCH Mr, APLIN6fON WA 4, PAC # P005850020MO T' & MOP05�12 NFW- 215 5Q, PT, IMMUOU5 V1 A LOT 51Zr; 4760 50, Pr. TOTAL LOT COVEPA6F: 28/ I I I 44' 20' IS�fC k LINE — -- ------------------- 589_02'22"---- ———---——————————————————————— --------- 1� 1 ——— SETDACK LINE ------------- -- - - 61 NEW CONCRETE �Ig L PA110 or #3 I �z( EXISTING POWER Par FLAT NO SLOPE I eta LAWN � O I --.•, ar�n:•,aim . ,dPo--�s�..;o ,�•,eg,,. .e — LAWN V I `` ` d: �:r .�' d; °s: a•;n NSW 0CMON OF ].lam l `::eo•L°�`d.L°'1ieaLS J°ec L°°w' %wi3.LS ovw L%w"' %.ro' %w' n`o.L e�.L esL a�•• �XIS�ING NOUS� `Z 1 •';df�.o•id9�,••;bt7n -cat�+.•'idf�••idt�,•';dfc1••';df�.••;d � 6 l�•,• 0� 0 °0•0• h 0• ` ` J;n d;J °°;a a,s J: o•r n UCAVAM9 SOIL, ].� %w'n.°'w'n °w' %evfe.%wnn.°w+ °°w'" — aR•L eo.e euS• ea•o en.L° no•7. aao no-eeo•L° � SL • +E, ,'d+a� i d;�8 :a� i of .o;;a, ;o� .. :af�;• :of .� a COVEN WITH TAW NEW CONCt;ETE-_ ZZ ° PATIO "o�oL%`.Y:o.LS % a % WITNIN 29 NR5 n 'Nf.W G�VIVI�L '$'Q� .a.L ,o•L NEWWALK ••iE,�o,.Eat.•';aid ;af�.'+at�+.••iE eo-n no.o ,o.o aur•i n�•L "a%.L � ! 1 1 I ..•:;,�.e:,d,�o•:ad;�pAf2KING �g..•;d,�a.•;d,��e'.;d � a'e"a•o%./b' n°w'u %�o' %ev' a°oars.°°�%ei LS"`'e'r'�b%ep' no L _ eo-L _,ai•L aaL ..ec•n n°c•L o::i Et�••iEf�.••;df°�.•;Ef`°'$ ';6fT8,4:,�dt�,°o ';EP�.•'iaf�a.e'•;dfa,';E °r,n J:,p°J:a,"Jr°s+ J:P°o r i, J:y^J:u°°•r n pDo°:y —————— — —— -- - -.sM.e aO•s eeFo a ...a�7r ued• i4•n I �,•';Et r';Ef'So,••;dfa ';bf .•';dP'�•,••iEf^a.•Cd,h0.•V;Ef. �e••;btu••;; SETBACK LINE —. o °:.° J: "�� .S °)+.L°°p� •°w'n,e dv4.°n�' .%•ro+ %w' %Z to. as .$.e .eo.o a�•o a°o•L ao.e a'e.b° amL :E�aa• ;E,7;.• ;d,;.•� Ef f�.:id, ;f�.. ;E��;• ;a,�g.• iE p 589"02'22't I 126.04' I I n19AJ NAGF FLAN Received APR 10 2017 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:328 S.French Ave Permit#:1416 Parcel#:00538300200300 Valuation:60000.00 OWNER APPLICANT CONTRACTOR Name:REED SCOTT A/REBECCA L Name:Scott A.Reed Name:Reed Address: 1523 188TH ST NE Address:1523 188th Street NE Address: 1523 188th Street NE City,State Zip:ARLINGTON,WA 98223-1653 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:206-499-7840 Phone:206-499-7840 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Alteration CODE YEAR: 2015 STORIES: ] CONST.TYPE: DWELLING UNITS: 1 OCC GROUP: BUILDINGS: OCC LOAD: 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. IBC 110/IRC I10. SALES TAX NOTICE.Sales tax relating to construction and construction materials in the C' of Arlington must be reported on your sales tax return form and ded i y o Ar' ton 3101. (� SLR 4 • �Ql?� 25 ( -l7 Signature Print Name I date Reteased By Date CONDITIONS See red lined drawings. Adhere to approved plans. Additional requirements: A new 6" sewer stub will be required for each lot. The existing sewer stub is approximately located near the lot line between lot 3 and 4. Contact the Wastewater Department for further information (360)403-3526. Contact the utility department (3 60)403-3 5 26 to remove the water meter prior to construction. THIS PERMIT AUTHORIZS 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. PERMIT FEES Date Description Fee Amount 4/25/2017 Building Permit Fee $1,011.68 4/25/2017 Building Plan Review Fee $657.59 4/25/2017 Plumbing Permit Base Fee $25.00 4/25/2017 Plumbing Permit Fee(Enter Fixture Fee) $72.00 4/25/2017 Processing/Technology Fee $25.00 4/25/2017 State Building Code Surcharge Fee $4.50 4/25/2017 Water Heater $25.00 Total Due: $1,820.77 Total Payment: $657.59 Balance Due: $1,163.18 Permit Information Date 4/10/2017 Permit Number 1416 Project Name Reed Applicant Name Scott A. Reed Applicant Address 1523 188th Street NE City,State,Zip Arlington,WA 98223 Contact Scott A.Reed Phone 206-499-7840 Email thereedteam@hotmail.com Permit Type Residential Alteration Site Address 328 S.French Ave Valuation 60000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 1 Proposed Use Remodel existing SFR.Rotating on property and placing on new foundation Assigned To Kristin Foster Property Information Owner Information Parcel#:00538300200300 PEARSON AMELEA PEARSON AMELEA 328 S FRENCH AVE 328 S FRENCH AVE ARLINGTON,WA 98223-1653 Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Reed JScoft Reed 206-499-7840 lithereedteam@hotmaii.com JOWNER Review Date Type Description I TargetDate Completed Date I Assigned To I Status 4/10/2017 lResidential Renovation kW 7/2017 lRick Karns 11n Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $1,011.68 Building Plan Review Fee 345.83.00.00 $657.5 RESoJENTIAL PERMIT ,APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 + Iy`i9 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 321 B .5. Frw -4ye Plat: 0%Q'7awn Single-family ❑ Duplex U Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1It Floor: I/27 2"d Floor: Garage: Total SF: 2f27 Describe Proposal (include cross street): �) 'R'& 'd �XIS h� �2SIG�Qitc2. CP�y�f.�v51L ��5�7r1y �Yon��rt� � q j �i�fl�)'�7 Clr�6X/f ,Yj�aC,[4 Grl CA A04-y On �a ' Valuation: 60/coo Owner: Address: l S2 3 / 8,F7-L" S- AJE- City: 049'//n�Tn41? State: Zip Code: 98213 Phone: L2-0(,) L19 9- Zo L/ Email: ?�e reetlleaxl P 6o7LF7-)a t 1 Applicant: Address: ��c,,wi� qs o��-�� City: State: Zip Code: Phone: // Email: Contractor: ,6vV-e_ Address: City: State: Zip Code: Phone: Email: Contact Person: 0wrl-ew -60 / License Number: Expiration: 14e 6/16LP Page 1 of 3 KESaoENT1AL PERMIT APPLIGATIVN Department of Community& Economic Development jNG�O City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) 1 Ba h/Shower Combo (4.0) x 2— f Sink (1.5) x n Shower(12-.0) x Lavatory (1.0) \ x Q Clothes Wa er(4.0) x l Q Water Closet(2.5) x Q, Dishwasher (1.5) x :Q Water Heater x 1 ��e R-'r,t l IA9 � Bibb (2.5) x Water Heater Model# ❑ Other(list) x (D Plumbing Section Continued T `/ ' It Proposed Water Piping Size: �_ XZ Proposed DWV Material: I��S j er tl tl Proposed Piping Material: PAX Proposed DWV Size: 2� • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 R�a�u�ni i NHL rcmivii 1 Hrrm%.##4 i ium Department of Community& Economic Development �i jNG10 City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: (eylsAh� ele ctTx ❑ Furnace (80+) Model# AFUE ❑ Heat Pump Model# SEER HSPE ❑ AC Unit Model# SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑' Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove ❑ Gas Piping 01 Other Gas Piping Information Not Applicable: �. Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: �� 6, Z d Date: Olt 7 Print Applicants Name: 5'610 t /T• Rww 6/16LP Page 3 of 3 ►-rojewtintormation contact►nrormanon SCOTT REED SCOTT-206-499-7480 328 S FRENCH AVE ARLINGTON WA This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Value" U-Factor' Fenestration U-Factor" n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC-,-- n/a n/a Ceilingk 49i 0.026 Wood Frame Wallg,m,n21 int 0.056 �-- � Mass Wall R-Value' 21/21" 0.056 Floor 30� 0.029 Below Grade Wall°'m 10/15/21 int+TB 0.042 Slab°R-Value&Depth 10,2 ft n/a *Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1.Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑2.Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. [14. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credits 1a Efficient Building Envelope 1a 0.5 ❑ 1 b Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1 d Efficient Building Envelope 1 d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 y 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ �� IV � 3a High Efficiency HVAC 3a 1.0 3b High Efficiency HVAC 3b 1.0 ❑ !1 / 1 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ �J` 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 0 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 ❑ 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 0.50 *Please refer to Table R406.2 for complete option descriptions For 51: 1 foot.=304.8 mm, ci .=contin, °s insulation, int .= intermediate framing. 1 R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. ` "10/15/21.+T13" means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors.See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Contact Information SCOTT REED SCOTT-206-499-7480 328 S FRENCH AVE ARLINGTON WA Width Height Ref. U-factor Qt. Feet Inch Feet inch Area UA Exempt Swinging Door(24 sq. ft. max.) 0.0 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet inch Feet inch Area UA LIVING ROOM 0.28 3 2 2 12.0 3.36 LIVING ROOM DOOR 0.20 1 5 6 " 33.3 6.67 BEDROOM 0.28 2 3 5 30.0 8.40 BATH 0.28 1 2 1 2.0 0.56 BEDROOM 0.28 1 3 15 15.0 4.20 UTILITY 0.28 1 3 4 12.0 3.36 BEDROOM 0.28 1 3 5 15.0 4.20 BEDROOM 0.28 2 2 2 8.0 2.24 KITCHEN 0.28 1 2 3 6.0 1.68 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 000 0.0 0.00 o.0 0.00 0.0 0.00::EFH� 0.0 0.00 Sum of Vertical Fenestration Area and UA 133.3 34.67 Vertical fenestration Area Weighted U=UA/Area 0.26 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 I -H 0.01 &001 Sum of Overhead Glazing Area and UA 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 1 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 133.31 34.67 Alterations Worksheet 2015 Washington State Energy Code Project Information Contact Information SCOTT REED SCOTT-206-499-7480 328 S FRENCH AVE ARLINGTON WA The Washington State Energy Code requirements for alterations are located in Chapter 5 Alterations (remodels) do not need to obtain energy credits from Table R406.2 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? r-- Yes r No If yes: Exposed wall cavities must be insulated- 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? i`Yes r No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1"ventilated space Flat ceilings: Install R49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? r Yes r- No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? r Yes f- No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of s0.30 Will the heating or cooling system be replaced? F Yes r No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? I-Yes r No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? r Yes r No If yes: 75% of all lamps must be high efficacy (LED or CFL) RESIDENTIAL ZONING o. VERIFICATION APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 /� (Please allow 72 hours for review) Project Address: �Z� S- �-y2n(,� 4e Plat: OU 7-OW4 Owner/Applicant: 5G.0 f`t • -�VJJ Address: SZ 3 g 51- 06 City: //4 h State: w,# Zip Code: 5Y2,-_3 Phone: �20�0� y`j`I- 7 ;"=/0 Email: 7' jereed7Leaih cl�.Lio77he? /X cc)fsl c Sc.aft� re.eG�74°�n- Describe Proposal((include cross street): / / L!o- anl!'� ft tit-2 P xl S bjl l / OUS.�' To 414e C� en fi L &1y 0/i ol 3 ol•1 4 ti e ztJ �v e� � erc n Cu0�er-l' Lo or-1i (/-looq S, hP.i,6A ,4ve b Uf7t o� ai,,d aclCs�n� Please check one: R Single-family dwelling ❑ Duplex ❑ Addition 1:J Accessory structure 1. Proposed Dimensions: W) 2$ L) qLfft H) ^/ /6-4 Total SF) //27 2. Allowed Lot Coverage: Total Lot Size W g(9 SF x 35% = 103 SF 3. Actual Lot Coverage: (SF of all structures') 1/2Z7 = 117 3 d (lot size) =23•� % 4. Septic Tank? 0,Yes J4 No Private Well on Site? LJYes �L(No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed?--, if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Fire Sprinkler System LJ Medical Equipment Lawn Sprinkler System I—J Livestock Drinking Tanks Decorative Pond/Fountain ❑ Hot Tub Re-circulating Heating System Swimming Pool Other Applicant Signature: -�,Of /C. Date: '/ oh 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. Rev 04/2013 j I piece(s)3 1/8"x 10 1/2" 24F-V4 DF Glulam Overall Length:13'7" 13' Q 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal. Design Results Actual @ Lootim Allowed Result LDF Road.Combination(Paftero) System:Roof Member Reaction(Ibs) 1101 @ 2" 4648(3.50") Passed(24%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 939 @ 1'2" 5217 Passed(18%) 0.90 1.0 D(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 4379 @ 5' 10336 Passed(42%) 0.90 1.0 D(All Spans) Building Code:IBC 2015 Live Load Defl. in 0.026 @ 6'9 1/2" 0.442 Passed(L/999+) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.233 @ 6'5 1/16" 0.663 Passed(L/683) — 1.0 D+1.0 Lr(All Spans) Member Pitch:0112 Deflection criteria:LL(L/360)and TL(1./240). Bracing(Lu):All compression edges(top and bottom)must be braced at 13'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=IT 3". The effects of positive or negative camber have not been accounted for when calculating deflection. The specified glulam is assumed to have its strong laminations at the bottom of the beam.Install with proper side up as indicated by the manufacturer. Applicable calculations are based on NDS. Besides Length -- Loads to Supports(Ibs) Supports TMW A.-Iat>te Required Dad i� TeW Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 965 136 1101 Blocldng 2-Stud wall-SPF 3.50" 3.50" 1.50" 621 136 757 Blocldng •Blocldng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dad Roof Uve Loads Locatilm(slde) wroth (0-90) frhorrnrow:L76) eommerft 0-Self Weight(PLF) 0 to 13'7" N/A 8.0 1-Uniform(PSF) 0 to 13'7"(Front) 1' 15.0 20.0 Roof 2-Point(lb) 5'(Front) N/A 1274 - Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. l Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,budder or framer is responsible to assure that this calculation Is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports FSR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,Input design loads,dimensions and support Information have been provided by Forte Software Operator Forte Software Operator Job Notes 4/11/2017 2:39:34 PM Da\rid snuie Forte v5.1, Design Engine:V6.5.1.1 Frarnzworks Drafting and resign (360)1348-9832 dawd@frameworksdesign.net Page 1 of 1 it F O R T E MEMBER REPORT Level,Roof.Drop Beam PASSED 1 piece(s)4 x 12 Douglas Fir-Larch No. 2 Overall Length:11'7" ° ° 11' o a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual a Location Aflw el I Result LDF Coed:combination(vane„) System:Roof Member Reaction(Ibs) 1274 @ 2" 5206(3.50") Passed(24%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Drop Beam Shear(Ibs) 1004 @ 1'2 3/4" 5906 Passed(17%) 1.25 1.0 D+1.0 Lr(All Spans) Building use:Residential Moment(Ft-Ibs) 3480 @ 5'9 1/2" 7614 Passed(46%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC 2015 Live Load Deft.(in) 0.065 @ 59 1/2" 0.375 Passed(U999+) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.119 @ 5'9 1/2" 0.563 Passed(L/999+) -- 1.0 D+1.0 Lr(Al Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(L/240). •Bracing(L u):All compression edges(top and bottom)must be braced at 11'7"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Applicable calculations are based on NDS. Bearing Length leads Uo Supper�abi) — f Supports Total Available Required Dead Roof Toot Accessode s 1-Stud wall-SPF 3.50" 3.50" 1.50" 579 695 1274 Blocking 2-Stud wall-SPF 3.50" 1 3.50" 1.50" 579 695 1274 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tribub" Dead Roof Uwe Loads Location(Side) U/idfh (0.90) (nos.:ow:I�M Comments 0-Self Weight(PLF) 0 to 11'7" N/A 10.0 1-Uniform(PSF) 0 to 11'7"(Front) 6' 15.0 20.0 Roof /� Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not Intended to circumvent the need for a design professional as determined by the authority having Jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator Forte software operator Job Notes 4/11/2017 2:4010 PM David SCUle Forte v5.1,Design Engine.V6.5.1,1 Frarneworks Drafting and Design 060)848-9832 david@warn ewoi ksdesign.net Page 1 of 1 IM MOU5 AI:�A; Of COwm? -. NM5: 1. �f;0510N CONTpOL; COV�f;Al EXCAVA1Vn SOIL WITH TARp WITHIN 24 Nf;S I, pf?OpOS�b NOUS�. 1127 SQ, pT, I, �XI511NG NOUS�; 1127 SQ, �T, 2, �� nOWN5p0Uf5 TO SpLASNf�LOCK, SN��TFLOW ONTO ppOp�I;TY 2 pf?OpOS�b pAT10; 153 SQ, FT, 2, ppOpOSFb pAT10; 153 SQ, FT, 3. AIAM55; 328 5 FMCH AVM, ARLMTON WA 3, MOPOTP WALKWAY; 60 5Q, FT, 3, MOp05Rb WALKWAY. 60 5Q, FT. 4, pgcC L# p0058300200300 TOTAL pkop05ff? NSW- 213 5Q, FT, IM UOU5 PMA LOf 519: 4780 50, FT, TOTAL LOf COW ME: 287. I I I — —————————— --- 5�7C3AGKI.IN�--- i 5MAGKLIM --------------- 1 NeW GONGR PA1I0 Ila FLA1 NO%OM cp I I �rMlNG rOMI:Pao et1 I LA'S v LAWN NSW LOCATION OF I ye f v �° � 9 a e1�3`�d ♦oJe�.• 'To,p.:♦�9�+v Z I wy voif °°W o.rb' $o'b�a °w'o °moo' wt'+• W °"" 6' �XM1NG NOUS� LLl I acL n'�•6 a�L a`�.L yo L° y.rL a�L aa.o° e�•L na=" N _ •;df�.v';dtTB.✓a b9�••>:3f�o.e';3f� •';dfao.e'>:S9�o,••;'1�.••;S,t°'oo.�ib �I (��EXCAVAI�I7 50IL, o�.'o•L°'•.°,ea.b°wea.L$'oo8•L$I n:•;PSMf o°d,•':;✓3$i�'°ou.v°r°�nb$f�°tla.�:' n :r�A..•�:;Li$E 9:ad.�•3:.�6n$3 f".tu.+,',•"e:.Lo$°`aO�'.�°o:•+Lng w.d..e7:.'n '�°;�ur,L NEW C ONG 1WfHIAT vf 'A110 NEW WALK 24 N� a ° �ea•L auL n�•L a°•L a°.L I ';St a••ib,�g t NM GpAM '.•,:bfy'8 ';bf .^.'.b `::'•i•Lg°o n$.L°eoac f.$°W nu•L �yo•L y`a;w° N � 1 I y;..PARKING o.. ,3, •';d;�.:;d ° $w'e.$wq'a.`w' ---------------- - oyn•L°°�aa•v au•L .eao•u �aa•u a°.L ae•o aa•n ynL ac•v .•';Sf�•';39�.•';Sf�.•';Lf7o.';S)du..-;blab.•'i 3f�.✓?b9�.';Sf�".•';S ———--———-------%TACK LINE — 1 I ae ';v9a$ ';39�.•';bf 'tib1 ;5,�.••;31ab v';<9�.•'�i bf�.•'ib I •';dt nS''• n, — — �.-- ----------------- pe��: $w' ------ oa•v a°e•L aa" a°n••° enoo acL yeaL a$u ao•L ayo•L .{'V}— —�— I - •;bf�. �a,. •ao.•;Sla •;Sf�.•;dt�•v•;e9a,o'+b9 ';b ---------- lab.v�' I I 30' I I 51 / t2MINAGr FLAN Received APR 10 2017 Permit#: 1416 Permit Date: 04/10/17 Permit Type: RESIDENTIAL ALTERATION Project Name: Reed Applicant Name: Scott A. Reed Applicant Address: 1523 188th Street NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Scott A. Reed Phone: 206-499-7840 Email: thereedteam@hotmail.com Scope of Work: Remodel existing SFR. Rotating on property and placing on new foundation. Valuation: 60000.00 Square Feet: 0 Number of Stories: 1 Construction Type: Occupancy Group: ID Code: Permit Issued: 04/25/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00538300200300 328 S FRENCH AVE REED SCOTT 111 Single Family A/REBECCA L Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License # Reed Scott Reed 206-499-7840 1523 188th Street OWNER NE Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 05/31/2017 R20.SFR/DUPLEX Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status RESIDENTIAL 04/10/2017 ALTERATION approved with red lines. z.lZick Karns Fees Fee Description Notes Amount Building Plan Review Table 4-2 $657.59 Building Permit Table 4-1 $1,011.68 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit 6 @ 12 $72.00 Water Heater(Tank) $25.00 Total $1,820.77 Attached Letters Date Letter Description 04/25/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 04/10/2017 Scott Reed 64215620 cc $657.59 04/25/2017 Scott Reed 64420278 cc $1,163.18 Outstanding Balance $0.00 Notes Date Note Created By: 04/25/2017 Emailed for cut/fill amount for gravel parking area off the alley.KF Kristin Foster Once the cut/fill amount is received check with Nova to verify if a grading permit will be 04/25/2017 required prior to issuing.KF Kristin Foster Uploaded Files Date File Name 04/25/2017 2241165-1416 Issued Permit.pdf 04/10/2017 2208066-1416 Existing Site Plan.pdf 04/10/2017 2208061-1416 Site Plan.pdf 04/10/2017 2208059-1416 Application.pdf 04/10/2017 2208060-1416 Site Plan.pdf 04/10/2017 2208031-1416 Site Plan.pdf 04/10/2017 2208032-1416 Application.pdf cn to 00 6 0 o N 0' 56' 41" E 38.00, - - 38.00' -n �X 7 m 00 rn M� c Mrrl —T- 0 C m -\ o o n � J as � 90 co O N m z U) 00 G) N (0 — CSN z 1*1 N O CIO m < m . 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