HomeMy WebLinkAbout1010 E 4th St_BLD6707_2026 CITY OF ARLINGTON
18204 59th Avenue NE,Arlington,WA 98223
INSPECTIONS:360-403-3417-Permit Center:360-403-3551
BUILDING PERMIT
1010 E 4TH ST Permit#:6707
PERMIT EXPIRES 180 DAYS AFTER
Parcel#:00618900001800 DATE OF ISSUANCE.
Scope of Work:286 SF master bedroom addition;229 SF rear covered deck addition; Valuation:200000.00
698 SF garage addition;replace driveway slab
OWNER APPLICANT CONTRACTOR
DESALVO AARON Aaron DeSalvo
14528 ASHWORTH AVENUE NORTH 1010 E.4th St.
SHORELINE,WA 98133 Arlington,WA,98223
(206)687-5992
LIC:604 484 833 lam:11/30/2026
LTC:MERPIL*750PU DO:11/03/2027
MECHANICAL CONTRACTOR PLUMBING CONTRACTOR
LIC#: EXP: LIC#: EXP:
JOB DESCRIPTION
PERMIT TYPE: RESIDENTIAL ADDITION CODE YEAR: 2021
STORIES: I CONST.TYPE: VB
DWELLING UNITS: OCC GROUP: R-1;Residential
BUILDINGS: OCC LOAD:
PERMIT APPROVAL
The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any
other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the
Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any
period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice
or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is
authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or
any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or
decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or
on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or
federal law,or any order,proclamation,guidance or decision of the Governor.
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. IBCi l0/IRC110.
SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on
your salts tax return form and coded City of Arlington#3101.
0/— T 11/06/2025 �fG�� 0�� — 11/05/2025
Applican gnatw'e Date Building Official Date
CONDITIONS
Adhere to approved plans.Permit shall be onsite for inspections.Call for inspections.
The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property
owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or
community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities
before commencing construction.The property owner shall ensure that the construction project complies with all applicable design
review requirements.
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.
PERMIT FEES
Date Description Fee Amount
11/05/2025 Building Plan Review $312.71
11/05/2025 Credit Card Service $9.38
11/05/2025 Processing/Technology $25.00
11/05/2025 State Surcharge-1 st DU $6.50
11/05/2025 Building Permit $2,338.74
11/05/2025 Building Plan Review $1,207.47
11/05/2025 Credit Card Service $107.33
Total Due: $4,007.13
Total Payment: S4,007.13
Balance Due: $0.00
CALL FOR INSPECTIONS
Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections
When calling for an inspection please leave the following information:
Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon
INSPECTION INFORMATION Pass/Fail
i
RESIDENTIAL BUILDING PERMIT APPLICATION
` Community and Economic Development
City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551
The following information is required for Residential: Single Family, Duplex, Townhomes,Additions, and
Accessory Structure Building Permit Applications.
Mark each box to designate that the information has been provided. Please submit this checklist as part of
the submittal documents.
EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL.
Incomplete applications will not be accepted.
SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING:
REQUIRED DOCUMENTS
0 Proof of approved Zoning Verification
0 City of Arlington Residential Permit Application
0 Site Plan
0 Architectural Plans
0 Structural Plans
0 Structural Calculations
❑ Project Specification Manuals, if applicable
❑ WSEC Compliance Forms https:llwaenergycodes.com/
❑ Special Inspection and Testing Agreement, if applicable
0 Deferred Submittal Request,if applicable
1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance.
2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at
lni.wa.gov or 360-416-3000.
A. DEFERRED SUBMITTALS
If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals
require separate applications,plans and plan review.
1. Mechanical Plans (if not included in the plan set)
2. Plumbing Plans(if not included in the plan set)
3. Fire Sprinkler
B. SPECIAL INSPECTION AND TESTING AGREEMENT
A Special Inspection Firm is required to perform special inspections for the following type of work.
*The Special Inspection and Testing Agreement MUST be submitted with the Building Application.
❑Structural Masonry ❑Spray-Applied Fireproofing Other-Specify:
0 !acknowledge that all items designated as submittal requirements must accompany my Building Permit
Application to be considered a complete submittal.
RESIDENTIAL BUILDING
Type Of Permit: 0 Single-family ❑ Duplex ❑Townhouse 0 Addition/Alteration ❑Accessory Structure
IBC Construction Type: V-B IBC Occupancy Type: R
(existing) 1
Building Square Footage: 1249 SF ( g� Number of Stories:
Square Footage Per Floor: B: 1st: 1249 2nd: 3rd: Garage: 288
Property Address: 1010 E. 4th Street Arlington, WA 98223 Project Valuation: $200,000
Lot#: 18 Parcel ID No.: 00618900001800 Preferred Contact: 71 Owner O Contractor
Project 286 SF master bedroom addition; 229 SF rear covered deck addition; 698 SF garage addition; replace
Scope of Work:driveway slab.
Owner Name: Aaron DeSalvo Home No.:
Email Address:
aaron.desalvo@gmail.com Cell No.: (206) 687-5992
Mailing Address: 1010 E. 4th St. City: Arlington State: WA Zip: 98223
Primary Contractor: TBD - 10/2025 Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
MECHANICAL SYSTEM INFORMATION O Not Applicable
Type of Permit: ❑ New Installation 71 Addition/Alteration/Repair ❑ Gas Piping
Mechanical Contractor: TB - 10/2025 Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
• New gas piping requires a pressure test 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 valve is required within 6 feet of all appliances
REV03.2022 Page 2 of 6
RESIDENTIAL BUILDING
MECHANICAL PERMIT FEES (per unit)
Type of Fixture No.of Units Cost per Unit Subtotal Model No.
Additional Plan Review fees x $75.00 =
Air Cond.Unit<_100Btu h x $ 15.00 =
Air Cond.Unit>100Btu h x $25.00 =
Air Cond.Unit>500Btu h x $50.00 =
Air Handling Units x $ 15.00 =
Base Mechanical Fee 1 x $25.00 = $ 25.00
Boiler<100Btu h>3h x $ 15.00 =
Boiler>1 million Btu/h<50hp x $25.00 =
Boiler>1.5 million Btu/h<50hp x $50.00 =
Boiler>100Btu h 3-15h x $ 15.00 =
Boiler>500Btu h 15-30hp x $25.00 =
Diffusers x $ 15.00 =
Dryer Ducting x $ 15.00 =
Ductwork(drawings required) x $25.00 =
Evaporative Coolers x $ 15.00 =
Exhaust Ventilation Fans x $ 15.00 =
Fireplace/Insert/Stove x $ 15.00 =
Forced Air Heat<_100 Btu h x $ 15.00 =
Forced Air Heat>100 Btu h x $25.00 =
Gas Clothes Dryer x $ 15.00 =
Gas Fired AC<_100 Btu h x $ 15.00 =
Gas Fired AC>100 Btu h x $25.00 =
Gas Fired AC>500 Btu h x $50.00 =
Gas Pi in <_5 units x $ 15.00 =
Gas Piping>5 units(plus<5 units x $2.00 =
Heat Exchangers x $ 15.00 =
Heat Pump-Condensing Unit x $25.00 =
Hot Water Heat Coils x $ 15.00 =
Miscellaneous Appliance-regulated by x $ 15.00 =
mechanical code,not otherwise specified
Pkg.Units<_100btu x $25.00 =
Pkg.Units>100btu x $50.00 =
Range/Cook top-Gas Fired x $ 15.00 =
Refrigeration Unit<_100Btu h x $ 15.00 =
Refrigeration Unit>100Btu h x $25.00 =
Refrigeration.Unit>500Btu h x $50.00 =
Re-inspection fee x $75.00 =
Residential Range Hood x $ 15.00 =
Unit Heaters:5 100 Btu h x $ 15.00 =
Unit Heaters>100 Btu h x $25.00 =
AV Boxes(Variable Air Volume,part of air x $ 10.00 =
conditioning system)
Wall Heaters-Gas Fired x $25.00 =
Water Heater-Gas Fired x $25.00 =
Permit Fee
Inspection Fee $75.00
Processing/Technology Fee $25.00
Total
REV03.2022 Page 3 of 6
RESIDENTIAL BUILDING
GAS PIPING INFORMATION 0 Not Applicable
Proposed Piping Material: O CSST O Brass O Galvanized Steel O Black Steel O Other
Proposed Piping Size: O 1/2" O S/a" 03/a" O 1" O 11/2" O 2"
Distance from Meter to furthest Appliance: Total BTU's of all Appliances:
PRESSURE PIPING SCHEMATIC
COMPLETE FOR GAS PIPING ONLY- USE A SEPARATE SHEET, IF NECESSARY
❑ SCHEMATIC IS TO SCALE ❑ SCHEMATIC NOT TO SCALE
Show Pipe Size(s) and Length(s) from meter to all appliances
NOTE:Any interior pressure regulators must be indicated
REV03.2022 Page 4 of 6
RESIDENTIAL BUILDING
PLUMBING SYSTEM INFORMATION ❑ Not Applicable
Type of Permit: ❑ New Installation ✓❑ Addition/Alteration/Repair
Plumbing Contractor: TBD - 10/2025 Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
L&I Contractor License Number: Expiration Date:
• 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)
• Cross-Connection-Control may be required
Proposed Interior Water Piping Size: ❑ 1/2" ❑ s/s" ❑ 3/4" ❑ 1"
❑ CPVC ❑ Brass ❑ PEX-AL-PEX ❑ PEX
Proposed Interior Piping Material:
❑ Copper ❑ Galvanized Steel ❑ Other
Proposed Exterior Water Piping Size: ❑ 1/2" ❑ 5/8" ❑ 3/4" ❑ 1" ❑ 11/2" ❑ 2"
❑ PVC ❑ Copper ❑ PEX-AL-PEX ❑ PEX-AL-PE
Proposed Exterior Piping Material:
❑ PE ❑ PEX ❑ Other
Proposed Drain-Waste-Vent(DWV) ❑ Schedule 40 ABS DWV ❑ Copper ❑ Galvanized Steel ❑ Cast Iron
Material:
❑ Schedule 40 PVC DWV ❑ Brass ❑ Other:
Proposed Drain-Waste-Vent (DWV) ❑ 1/2» ❑ 5/8» 713/4" ❑ 1" ❑ 11/2" ❑ 2" ❑ 3" 714"
Piping Size:
PLUMBING PERMIT FEES (per fixture)
Type of Fixture No.of Fixtures Cost per Fixture Subtotal
Additional Plan Review fees x $75.00 =
Alteration/repair piping x $15.00 =
Backflow Assembly x $25.00 =
Base Plumbing Fee 1 x $25.00 = $25.00
Bath Shower Combo x $15.00 =
Building Main Waste x $25.00 =
Clothes Washer x $15.00 =
Dishwasher x $15.00 =
Floor Drains x $15.00 =
Grease Interceptor x $75.00 =
Grease Trap x $25.00 =
Hose Bibb x $ 15.00 =
REV03.2022 Page 5 of 6
RESIDENTIAL BUILDING
PLUMBING PERMIT FEES (per fixture)
Icemaker Refri erator x $ 15.00 =
Irrigation-per meter x $25.00 =
Kitchen Sink&Disposal x $ 15.00 =
Laundry Tray x $ 15.00 =
Lavatory x $ 15.00 =
Miscellaneous-regulated by plumbing code,not x $15.00 =
otherwise specified
Re-inspection Fee x $75.00 =
Roof Drains x $15.00 =
Shower(only) x $15.00 =
Sink bar,service,etc. x $15.00 =
Toilets x $ 15.00 =
Urinal x $ 15.00 =
Vacuum Breakers x $25.00 =
Water Heater x $25.00 =
MODEL NO.:
Water Heater-Tankless x $25.00 =
MODEL NO.:
Permit Fee
Inspection Fee $75.00
Processing/Technology Fee $25.00
Total
1 hereby certify that 1 am the ❑ Owner ❑ Architect ❑ Engineer ❑ Contractor and authorized to sign this
application and that the above information is correct and 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, and the City of
Arlington.
'n�' �\ Aaron DeSalvo 09/10/2025
Signature Print Name Date
SAVE PRINT
REV03.2022 Page 6 of 6
Revisions Date
Existing garage/slab
10'-0" 24°_0„ 14'-0" 14'-7"
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Proposed I coats �t� �
SB'T /� 11A tDet $L�.� � V/ Ern
ypc X"gypsum wallboard shall be applied to ceilings and be ems that separates Gar Q �., r'1 C
garage or shop from living spaces,117 GWB shall be applied to holh sides of a'I via a O / Gt051 V00 M'rl
that separates Ilv ng space from garage,All doors from house o:ago shall be tght. W
filling t 318'solid core or Gm rated 2C minutes with self closer. Il) \ Z
Exist. or. wall A
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Exist. Lin pi¢
Shear Wall Schedule � �s�
Wall Sheathing' Nail Size,' Nail° sole and rap'^ Shear' Move crawl access �� o
Spacing, Plate Nailing Capacity to addition. �fiiSTV�L1 gE°J
Edges Si
A (2 1/2" (MIN.).GWB` 5d" 4 o.c. 6"o.a'1 150 /TQ ATE SP�I�.C. C°(Is'(I N� CC�IIIJIIII
B 7116' OSB 8d C o.c. 4"o.c. 241 21.350 380 yl MP$r� ST29�-9-,p p'T B R 2 �P 1��G S L�
C 7/16 OSB 8d 4"oc. i
D 7/16" OSB 8d 3°oc. 3"a" 450 490 'C9 P RL7+r-re pp, l7VLR�/!C TQ ° M B R s "`��
E 2)7/16 OSB11,q 8d 4"oc 4"oc'� 700.760 NMl O L W ((, Ibl N4t13
F �2)7/10" CBS" 8d 3" o.c 3"oc" 900 980 Pl.h( pap Nau(��aod � I S ba Cg LnAP PLk'T � KJ&t � � ..,�
G 1/2" COX" 10do 3° oc. 6Do O 1
H 1/2" CDX" 10it ` r o.c � �� 170
- I (2) t/2' CDX'0." tOd" 3" o.c. 3° o.c." 1200 min I6rX24 pit
NOTES. w/cover
(1) All wall sections not noted on plan as sheamclls shall be nailed according to a)
N
the general nailing schedule. Do not provide additional blocking or nailing.
0
(2.) Block all horizontal sheathing edges with nominal 2X blocking,same depth as f� C e
framing. All vertical sheathing edges to fall on framing members. o CV-aeoSbp g
(3.) On lowest level,extend sheathing to mud sill. Where sheathing extends across 0 O I a)
floor framing,nail at wall sole plate as for sheathing edge. O
(4.) Nominal 1/2"COX may be substituted for 7/16"OSB if desired,or equivalent I Shyer VWfC 4o Il5 M. R a ca
I I� as
APA rated panel. O
min. 1fjx24 cut ::: °O D-
(5.) thrOlag,h Stem wall. V Common or galvanized box nails. In O O Lin 4x 8 '.L
(6.) Nail spacing at all sheathing edges. Nail in field 0 12' o.c.,on all intermediate i E `�,N1Psot�t Sr2=72
' Hc* � 5-rPar
framing members. (For GWB nail at all framing&blocking as for edge) Fp vr'l BE,Q Ak ENp To 6rAU-pP ft+Tc
(7.) 16d commons,face nail through floor sheathing and into joist or blocking below. 51MefgfJ SY292 St(2oP C'(teM JW g 7.4x36 Smt Sell✓� C
Where nailing directly to sill,10d common or box may be used on same spacing - 96x80 SGD
(see also note 3). B&PJn G HQ nP PLA 4—�" 2—6" o
(B.) For single top plate,face nail as for sole plate. For doubled top plates,attach per �0 4DAJ— ^y 14'-8" 8'-0" 5'-6"
general nailing schedule,unless other attachments are designated on the plans. a W r N
Confirm — extension of ^t ov
(9.)
y Fr (y`, and duration facf°rs for iwi values in framing members of O
k J"
w1 wind or eotngaak m Q existing wall
a acit m lb./ft.ft based on nail hold a y Q
.. �� s�
9. Shear c ,. .. ., �
n > nu FF O S
l Covered woo deck ® house f.f. level
(10.) Sheathing is required on both faces of the wall. ��` t5 9� N
0)
(11.) 4x framing members are required of vertical edges"of the shearwoll section.
(12.) Face nailing clone will not provide required shear resistance. On upper level, e
either extend sheathing on outside of wall to overlap rim joist or blocking and - `A\
nail as for sheathing edge,or add Simpson H6,tie to rim joist at each stud.
(13.) Framing at adjoining panel edges shall be 3" nominal or wider and nails shall be 1 A Home Addition � � rn
staggered. Q t
' " �
(14.) Cooler or wallboard nails. 5/8" GWB may be substituted for 1/2 GWB with the. 28-7 0 w
for: Aaron Desalvo 0
use of 6d nails,
(15.) Over framed floors,attach through floor to each crossing oist with(2)16dx3 1/2' Contact: aaron.desalvo®gmai.cam
w— e
wood screws. Where shear well runs parallel to joist,bloc between joists at t2'o.a. �r an i\1C,N 206-687-5992 Q
and attach of blocking. MEN QQaPCI&1) 7,DQ Ai 7 $f Site: 1010 E 4th St. Arlington, Wo 98223
NEW RcIJVI [ntF.ap f)ct:k. 229 s r A.P. #: 0061 89 0 0001 800
I`\IGO (nnQUC.- 69,� sf Parcel area (comb.) 12,806 s.f.
Total building area: 2,451 s.f.
i
City of Arlington Lot Coverage: 19.1%
(��OO� of��� Building Department Drawn by, Tom Edwards Date
u APPROVED Contact: tomarchg®outlook.com Scale
Kevin Olander- 10/14/2025 360-403-7016 (land line/no text) Drawn
Sheet
No changes authorized unless approved by
Scale: 1/4"=1' 10" the Building Official
ReNsions Date
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— — — — — — — — — — — 2� it f���po �i,P.uvr — — — — — — — -
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with 6.6.10.10.
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stem wall I C2) `I BE$Aa sTJP Enginee d trusses ® 24o.c.
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min Ifi x24 pit(h1W ____________________________� — — — — — — — — — — — - - — ' �ZptncW
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through stem wall. �n^" tear^ (.riL' To U( eim(sr� [h35�4�� at.'
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_ _ _ _ _ _ _ _ _ oRefn 4(nur tdus� 2,c itaCK rNq
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Date
City of Arlington
Building Department Sadie
Scale: 1/4"=1'—O" APPROVED Drawn
Kevin Olander-10/14/2025 Sheet
No changes authorized unless approved by v' )
the Building Official
Revielons Date
g'fRUCTVftAl-NuVTt7S:
A.S1BNUA(,;. -
1.The following notes are supplementary and do net supersede the specifications and/or TO BLLE E'', 3 1186 51 W. MOOR VE F[EU FELT
E TTERMf'XJk7
details shown on the drawings. T
......... -" 1/2'C.ax seta m:at 7/Id D.S.B.
R. 012II&A-STANDAM WAEO Be Q,r,.D.C,ALL S16+PCRIEO EDGES
I.2021 International Building Cade(JBC);2021 International Rosrcicntial Code(lRc). Same 1.12'above Insulation
170HE �% U4 - 12 [`WENT WpArk
t 4 C?)2A RATES UP glass 46
C. Q19_ LI&& S - eta abl vo[r TEED
1.Rtwf(mow),.. 2SpafLivaLoad DOUBL STUDS AT WALL
2.Fkmrs.............................................40 psf Live Load ENDS 40 ITINUOUS FROM Sa1P5Tit HURIttow
TOP P TE TO BOTTOM 4 TIE 0 4•-d o.c,
3.Stairsk Exits. .,.. ...40 RISE Live,toad �,
4.Wind ... .........................85 h,Lx PLATE 1 CLOSED so"(Ir.) ,n
Speedrap posare"B" O-M-N US.VENT
5.Seismic Site Cats _D
G. GB.OR 1/2" C.D.X. 20 Ok IIETAL/ " AVAZED NAILS R'41 TsuxioH t4,NAIL B
Soil hearing capactTy ............. . .:?,iWpsf@ 12"depth q
.p
4' O.C.ALL EDGES, 12" O.C.
U
p: RLMFrJRCFU Cgt�r�7t 5;. FIELDDS, HORIZONTAL
xam
1,Com28•daystrength:5sackcentent/yda(minimumot''2.50Opsi;6gallonwater/mck) PER LAN BLOCKING REQUIRED AT Sae Plan IAFASM
2xb STUDS 0 2C o.a. 3
for foundations,slabs,and footings. SHEATH N HORIZONTAL EDGES C
EXTEND C NTINUOUS FROM � SO
2.Reinforced steel A.S.T.M.A4157 grade 40(40.000 psi)all size TOP P T TO MUD SILL
�'vnfret�ypvcr 'pj - •• SWatp.PER ELr ATM 1P cF
SIMPSO TIH[DN AT WALL s t Y RAtt O
Vertical fhces exposed roearth or wcadr«'............. 2" ENDS IT (11) 16d NAILS Ryi rctMITT.
1-1/2" 1-1/2" w at (SECtatE to I9JT
Bottom ofibmarps.....................................................]" MINIMUM INIMUM rRa co OF syuo) 1,7 COX OR 7/id Osa f^..,l .�
ST
INSULAT
Ta
Slab-on grade(from top)..... ..... .....I-U2" MOUND WNDOwS
Splice reinforcing bats minimum ......ir overiap
-- ' ' a w " \\\� (2) 1/ 10 x 10" ANCHOR BOLTS n
E. Tt ,@C)t FRAMING, t�,]„I`i v g WITH A MINIMUM 7' EMBED
I.Ham•Fir No.2 or Doug-Fir No.2 far joists,raftem mad hamingto 4"width. , a " \ I ewl7HWC COvriHaaaS ~ W
2.)lem-Fir or Doug-Fir,utility or No.3 ar better for plates and blocking. THIC)(�FOUNDATION WALL ro uUDsu r i
3.Hem-Fir No 2 for posts and other beams,unless natal mhcrwise.
4.Joists and mf L"to have 2"thick solid blocking at bearing supports.
S.Provide washers,
llbefor comi bolts whearing
ails, nnd. GARAGE SHEAR WA
' 6.All nails shall be conmton wire nails,
7.All nailing not otherwise noted should be per IBC Table 2304.0.1 SCALE: 1/2" = 1'-0"
F.MJSCIJ1.AN1_F,Qy.S.: PLYTgOp
1.Contractor to verify all dimensions in the field. 'R-30 Odx t01 tWLs p d oxC
2.provide,temp,bracing as required until all permanent connections are installed. 01SUL 10N
3.Foundation hold downs,shear pancls•hangers,and other items arc to be installed per 4g'O.G.h MBTkH tab K.F.I2 P.T.PUTT f UE l o
the Mamrfactumn,recommendations. 1 rEJ41 OF SILL WIN isa IOAS•6 O.C.
rnp m FOUN
2xd1MM1gN CdiWE.SILL
i n
_._... .. WIE&PRaafmG a
C
Tight
lina Rf Drahts to �� 4
2x MF02 FJ's^ DAYlxdn outrAu. SC
SMOKE DETECTOR NOTES: @114RE84COvU4UDUs i Lc�� D IN-5
i. A smoke detector shall be installed in each sleeping room and at YYRTIC1t Mae / / / tuCxRu (� 8 s o,
a point centrally located in the corridor or area giving access to 1 �2 14 0 10r do.
each separate sleeping area.Au detect rs ch<il be iN+crcen"ecteal,
jl REBA4 CaN1H7UaUS- • ° 5'.� \ PILU
FABRIC O E
2. When dwelling has more than one story or basements,a detector r�\ WASHED m w
shall be installed on each level and basement. Where a story or RocR +
Ixg
n is split into two or more levels,a detector shall be f 3
installed on the upper level,except when the lower level contains (2)►4 RESV COHHHuous- 5 d 4^s PERFORATED ROD
a sleeping area,a detector shall be placed on each level. 7 OMPIPPE,M"to ,
3. When sleeping rooms are located on the upper level,a detector
shall be placed at the ceiling of the upper level in close proximity
to the stairway. � v
TYPICAL WALK SECTION t
4. Where the ceiling height of a room opens to the hallway serving
4pN '
the sleeping rooms exceeds that of the hallway by 24" or more,
detectors shall be placed in the hallway and adjacent rooms. 1 ,
5. Detectors shall sound an alarm audible in all sleeping areas. Scale: 3/4"=1'-0"
6. The required detectors shall receive their power from the building
wiring and be equipped with a battery back-up. The detector
shall emit a signal when the batteries are low.
24®y/{' O.C. I
SHEATHING CONTINUOUS at 2XQ�16°a�
TO MueoLT®A'-o' o.c DSILL
.
VENTILATION' NOTES: 1/2"B x IT ANCHOR
CYtoot� FDL1iwfJ
1. Source specific and whole ventilation systems are required, w'!2"x2°1r'/b'�►fwa� �i I
GoA � D{G{L `%T NF 2 r�L..
a. Source specific ventilation is required in each kitchen, bathroom, TREATED #2 PRESSURE Q-25 _ ��nT cartfJ�as
water closet,'Idund facility, indoor swimming pool, spa and rooms TREATED MUDSILL 4" SLAB ON GRADE �I
ry Y 9 P P Mq-cc,N PLs�2 Eft I b
where excess water vapor or cooking odor is produced. Bathrooms
require a minimum 50cfm. Kitchen requires a minimum 100cfm. z 1 (L 3o L5112® bSt�kNE4S �TvP.� o N
b. Whole house ventilation requires at least .35 air changes per hour FlNISH GRADE " o oA c > R
but not more than ,5 changes per hour with a minimum of 15cfm. �\ �\ \ -- - ,hy ❑o _
Each bedroom+ an additional 15cfm from combined areas. /��� \ f 4X40 I}F Z DP.f0' KEoM
#4 REBAR CONTINUOUS ?iX'gldF Z @��6 a P2."Fl � 2 16i'e�,
2. All ventilation systems shall be readily accessible. J-
.a VERTICAL REBAR , .l�s/7f M PSTn/ P Rs zW R p o
3. Source specific,ventilation systems shall be controlled by manual #4®48" O.C. }� /' �� Q C
switches, dehumidifiers, timers or an other approved device. r' 7 1` /� /� F'
HORIZONTAL REBAR: Is MJ, /' I �� °� C0 y
4. Intermittently operated whole house ventilation systems shall have the aE ) #4 CONTINUOUS® 18" O.C. GQAt^A I <(
capability for continuous operation and shall have a manual control fp WASHED 59 ' ° Ig° ��._I r )z`i 1114, EoC. ' W
and an automatic control such as a clock timer, ` RDRAIN
OCK (2)#4 REBAR CONTINUOUS
I• // O
5. Whole house fans shall have a Bone rating of 1.5 or less if surface FILTER
mounted is less than 4' from ceiling. T'
FABRIC
6. All ducts shall terminate outside the building. Exhaust ducts in systems EA.W N l 16"7C-rUV'
which are designed to operate intermittently shall be equipped with
i backdrafo damper. All exhaust ducts in unconditioned spaces shall be s, FD�NU, f r�d(� ��
insulated to a minimum of R-4.
4 0 PERFORATED RIGID •--�•--
7. Outdoor air inlets shall be screened or otherwise protected and located 3" G 3 _""" "- _ - �q b G
DRAINPIPE, DRAIN TO
away from potential air or noise pollution. DAYLIGHT OUTFACE 12"
8. Individual room outdoor air inlets shall have a controllable and secure CUA 10NIL( Wllalw+ City of Arlington '��' n<v"a Date
opening and be capable of a total opening area of not less than 4 Mfsn� t„ F� Building Department G;
square inches. GARAGE FOOTING DETAIL APPROVED "' S`°'°
9. A radon monitor, installation instructions and radon information sheets SCALE; t = l'-0' ^70'740 ' Drawn
shall be provided by the builder at final inspection.
Kevin Olander- 10/14/2025 �3� Sheet
No changes authorized unless approved by
the Building Official ?I I20
ii
I 1
MG ma i I Aaron DeSalvo <aaron.desalvo@gmail.com>
Residential Zoning Verification for 1010 E 4th St Addition
1 message
Kristin Foster<kfoster@arlingtonwa.gov> Mon,Apr 21, 2025 at 8:41 AM
To: "aaron.desalvo@gmail.com" <aaron.desalvo@gmail.com>
Good morning,
The zoning verification for the addition to the single-family home at 1010 E 4th St has been approved with the following
conditions.
• Stormwater shall be managed in accordance with City of Arlington Stormwater Management Standards current
at time of civil/building permit application package submittal for review.This information can be found at the
following link. Civil & Utility development Applications I Arlington, WA
• If new and replaced hard surface area (roof/driveway)exceeds 2,200 sf a civil permit will be required.
• It is the applicant/owner's responsibility to ensure that stormwater runoff from new/replaced impervious
surfaces will be managed on-site in a manner that does not adversely affect neighboring properties.
You may now apply for the building permit for the addition and can do so on the city's online permitting portal. Citizen
Portal
Please complete a Residential Application found under the Building Applications section and provide the required
applicable documents with the application.
Reach out should you have any questions.
Kristin Foster
Permit Technician II
Community and Economic Development
18204 59tn Ave NE,Arlington, WA 98223
P.(360)403-3545
E.kfoster arlingtonwa.gov
i
DEFERRED SUBMITTAL REQUEST
Community and Economic Development
City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551
The undersigned has been issued a permit for construction prior to final approval of the following. The following
items shall be considered deferred submittals and shall be submitted AND approved prior to installation.
Property Address: 1010 E. 4th Street, Arlington, WA, (8223
Parcel ID No.: 00618900001800 Project Name: 1010 E. 4th Street Additions
Project Description: 286 SF master bedroom with bathroom addition
Primary Contact: F� Owner ❑ Owner's Agent
Owner Name: Aaron DeSalvo Office No.:
Email Address: aaron.desalvo@gmail.com Cell No.: 206 687-5992
Mailing Address: 1010 E. 4th Street City: Arlington State: WA Zip: 98223
Owner's Agent: Office No.:
Email Address: Cell No.:
Mailing Address: City: State: Zip:
LIST ALL ITEMS PROPOSED TO BE DEFERRED ESTIMATED DATE OF SUBMITTAL
ITEM: Plumbing - Proposed Bathroom Addition (sink, toilet, shower) DATE: 10/2025
ITEM: Mechanical - Proposed Bathroom Addition (ventilation fan ducting) DATE: 10/2025
ITEM: DATE:
ITEM: DATE:
ITEM: DATE:
ITEM: DATE:
1, ❑ Owner/❑ Owner's Agent, hereby assumes all risk,financially and otherwise,for any construction performed that
may need to be removed if the deferred submittals listed above are not appropriate. 1 understand that certain
inspections will NOT be performed until the submissions are accepted, reviewed and issued.I understand additional fees
will be required based on the additional time spent for plan review. All deferred submittals must be submitted to the
City GfArlington Comm Ec is Development Department for review.
Aaron DeSalvo 09/10/2025
SignatureV Print Name Date
SAVE PRINT
REV03.2022
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Peter Chopelas, PE
Engineering &Design Services
307 North Olympic Ave, Suite#208
Arlington, WA 98223
(360) 653-4615 Chopelasandassociates@gmail.com
July 29,2025
Aaron DeSalvo
1010 E. 4"'street
Arlington WA 98223
Project: Structural analysis of the additions to the home at the above address.
The subject existing building was detailed inspected, and a structural analysis was done for the
changes and additions done to the structure. The vertical loads were analyzed according to the
requirements of the 2021 International Building Code(ASCE 7-16). The following design conditions for
the analysis are based on the site conditions or according to the minimum code requirements:
Roof Snow load: 25 PSF
Seismic Zone: D1 (lateral by perspective design)
Wind speed/exposure: 110 mph/Exposure B
Roof type/weight: composition 115 PSF
Soil Bearing capacity: 1,500 PSF
The plans are marked according to these requirements. Lateral bracing of the existing home was not
affected by the changes, lateral design analysis was done only for the additions.
A detailed inspection of the existing residence was done for the affected structure. The analysis was
done for all the structure that was affected by removing the rear wall of the bedrooms. Shear walls,
foundation requirements, and beam sizes are marked on the plans.
All of the original structure is unchanged, and not affected by the changes, except as noted. If you
have any questions or are in need of further assistance please feel free to call.
c li
29 �. 1
++ 2797
loN.�. a
Peter Chopelas PE
Announcement
ASCE 7-22 is now available.
OSH PD
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DeSalvo Residence
1010 E 4th St, Arlington, WA 98223, USA
Latitude, Longitude: 48.1956479, -122.1162564
Immaculate
Conception Arlington
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District No 16 0) E 4th
a `° O Wrobliski Manor
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School of Dance
Go g l e Map data 02025
Date 7/25/2025, 12:03:22 AM
Design Code Reference Document ASCE7-22
Risk Category II
Site Class Default
Type Value Description(Data)
Ss 1.15 The MCER spectral response acceleration at 0.2 seconds for Site Class BC,in units of g.
S1 0.34 The MCER spectral response acceleration at 1 second for Site Class BC,in units of g.
SMs 1.35 SMS=1.5 x SDS,the Risk-Targeted Maximum Considered Earthquake(MCER)spectral response acceleration for short periods(of the two-period spectrum)and the
user-specified Site Class.
SM1 0.77 SM1 = 1.5 x SD1,the MCER spectral response acceleration for 1 second(of the two-period spectrum)and the user-specified Site Class.
SDS 0.9 The design spectral response acceleration for short periods(of the two-period spectrum)and the user-specified Site Class,in units of g.
SD1 0.51 The design spectral response acceleration for 1 second(of the two-period spectrum)and the user-specified Site Class,in units of g
Type Value Description(Data Contd.)
SDC D Seismic design category
PGAM 0.55 PGAM,the Geometric-Mean Maximum Considered Earthquake(MCER)peak ground acceleration for the user-specified Site Class,in units of g
TS 0.568 TS=SD1/SDS,in seconds,for construction of the two-period design spectrum
To 0.114 To=0.2 x TS,in seconds,for construction of the two-period design response spectrum
TL 6 TL,the long-period transition period,in seconds,for construction of the two-period design response spectrum
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70
05
18 ft garage door header
BeamChek v2024 licensed to:Peter Chopelas PE Reg#5508-68695
Desalvo remodel+addtion garage door roof hder
Date: 7/24/25
Selection 5-1/8x 13-1/2 GLIB 24F-V4 DF/DF Lu = 18.0 Ft
Conditions NDS 2018
Min Bearing Area R1=9.8 in R2=9.8 in (1.5)DL Defl= 0.54 in Recom Camber=0.81 in
Data Beam Span 18.25 ft Reaction 1 LL 3878# Reaction 2 LL 3878#
Beam Wt per ft 16.81 # Reaction 1 TL 6358# Reaction 2 TL 6358#
Bm Wt Included 307 # Maximum V 6358#
Max Moment 29010'# Max V(Reduced) N/A
TL Max Defl L/ 180 TL Actual Defl L/200
LL Max Defl L/240 LL Actual Defl L/391
Attributes Section (in') Shear(inZ) TL DO (in) LL Defl
Actual 155.67 69.19 1.10 0.56
Critical 131.66 34.56 1.22 0.91
Status OK OK OK OK
Ratio 85% 50% 90% 61%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Reference Values 2400 240 1.8 650
Adjusted Values 2644 276 1.8 650
Adjustments Cv Volume 1.000
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 0.9580 Rb= 14.20 Le=32.72 Ft
Loads Uniform LL:425 Uniform TL: 680 =A
Uniform Load A
R1 =6358 R2=6358
SPAN = 18.25 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2024 licensed to:Peter Chopelas PE Reg#5508-68695
Desalvo remodel+addtion rear bwdroom floor joists
Date: 7/24/25
Selection 12x 8 HF#2 @ 16 in oc Lu =2.0 Ft
Conditions NDS 2018, Repetitive Use
Min Bearing Area R1=0.8 in R2=0.8 in (1.5)DL Defl= 0.07 in
Data Beam Span 10.0 ft Reaction 1 LL 267# Reaction 2 LL 267#
Beam Wt per ft 0# Reaction 1 TL 333# Reaction 2 TL 333#
Bm Wt Included 0# Maximum V 333#
Max Moment 833'# Max V(Reduced) N/A
TL Max Defl L/ 180 TL Actual Defl L/451
LL Max Defl L/240 LL Actual Defl L/620
Attributes Section (in') Shear(inZ) TL DO (in) LL DO
Actual 13.14 10.88 0.27 0.19
Critical 8.73 3.33 0.67 0.50
Status OK OK OK OK
Ratio 66% 31% 40% 39%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Reference Values 850 150 1.3 405
Adjusted Values 1146 150 1.3 405
Adjustments CIF Size Factor 1.200
Cd Duration 1.00 1.00
Cr Repetitive 1.15
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 0.9770 Rb= 12.62 Le=4.12 Ft
Loads Uniform LL: 53 Uniform TL: 67 =A
F- Uniform Load A
R1 =333 R2= 333
SPAN = 10FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2024 licensed to:Peter Chopelas PE Reg#5508-68695
Desalvo remodel+addtion garage back door roof hder
Date: 7/24/25
Selection 4x 6 HF#2 Lu =2.0 Ft
Conditions NDS 2018
Min Bearing Area R1=3.4 in R2=3.4 in (1.5)DL Defl= 0.04 in
Data Beam Span 4.0 ft Reaction 1 LL 850# Reaction 2 LL 850#
Beam Wt per ft 4.68# Reaction 1 TL 1369# Reaction 2 TL 1369#
Bm Wt Included 19# Maximum V 1369#
Max Moment 1369'# Max V(Reduced) N/A
TL Max Defl L/ 180 TL Actual Defl L/646
LL Max Defl L/240 LL Actual Defl L/>1000
Attributes Section (in') Shear(in 2) TL DO (in) LL DO
Actual 17.65 19.25 0.07 0.04
Critical 12.96 11.91 0.27 0.20
Status OK OK OK OK
Ratio 73% 62% 28% 19%
Fb(psi) Fv(psi) E(psi x mil) Fc 1 (psi)
Values Reference Values 850 150 1.3 405
Adjusted Values 1267 173 1.3 405
Adjustments CIF Size Factor 1.300
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 0.9974 Rb=4.71 Le=4.12 Ft
Loads Uniform LL:425 Uniform TL: 680 =A
Uniform Load A
R1 = 1369 R2= 1369
SPAN =4 FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2024 licensed to:Peter Chopelas PE Reg#5508-68695
Desalvo remodel+addtion rear deck floor joists
Date: 7/24/25
Selection 2x 6 HF#2 @ 16 in oc Lu =2.0 Ft
Conditions NDS 2018, Repetitive Use, Wet Use
Min Bearing Area R1= 1.4 in R2= 1.4 in (2.0)DL Defl= 0.10 in
Data Beam Span 8.0 ft Reaction 1 LL 320# Reaction 2 LL 320#
Beam Wt per ft 0# Reaction 1 TL 373# Reaction 2 TL 373#
Bm Wt Included 0# Maximum V 373#
Max Moment 747'# Max V(Reduced) 331 #
TL Max Defl L/ 180 TL Actual Defl L/238
LL Max Defl L/240 LL Actual Defl L/317
Attributes Section (in') Shear(inZ) TL DO (in) LL Defl
Actual 7.56 8.25 0.40 0.30
Critical 7.20 3.41 0.53 0.40
Status OK OK OK OK
Ratio 95% 41% 76% 76%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Reference Values 850 150 1.3 405
Adjusted Values 1245 146 1.2 271
Adjustments CIF Size Factor 1.300
Cd Duration 1.00 1.00
Cr Repetitive 1.15
Ch Shear Stress N/A
Cm Wet Use 1.00 0.97 0.90 0.67
Cl Stability 0.9797 Rb= 10.99 Le=4.12 Ft
Loads Uniform LL: 80 Uniform TL: 93 =A
F7 Uniform Load A
R1 =373 R2= 373
SPAN = 8FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2024 licensed to:Peter Chopelas PE Reg#5508-68695
DeSalvo addition-remodle rear deck suport girder
Date: 7/23/25
Selection 4x 10 HF#2 Lu =0.0 Ft
Conditions NDS 2018,Wet Use
Min Bearing Area R1=5.0 in R2=5.0 in (2.0)DL Defl= 0.06 in
Data Beam Span 9.5 ft Reaction 1 LL 1140# Reaction 2 LL 1140#
Beam Wt per ft 7.87# Reaction 1 TL 1367# Reaction 2 TL 1367#
Bm Wt Included 75# Maximum V 1367#
Max Moment 3248'# Max V(Reduced) 1145#
TL Max Defl L/240 TL Actual Defl L/501
LL Max Defl L/360 LL Actual Defl L/701
Attributes Section (in') Shear(inZ) TL DO (in) LL Defl
Actual 49.91 32.38 0.23 0.16
Critical 38.21 11.81 0.48 0.32
Status OK OK OK OK
Ratio 77% 36% 48% 51%
Fb(psi) Fv(psi) E(psi x mil) Fc L (psi)
Values Reference Values 850 150 1.3 405
Adjusted Values 1020 146 1.2 271
Adjustments CIF Size Factor 1.200
Cd Duration 1.00 1.00
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 0.97 0.90 0.67
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft
Loads Uniform LL: 240 Uniform TL: 280 =A
Uniform Load A
R1 = 1367 R2= 1367
SPAN = 9.5FT
Uniform and partial uniform loads are Ibs per lineal ft.
BeamChek v2024 licensed to:Peter Chopelas PE Reg#5508-68695
Desalvo remodel+addtion rear deck roof support beams
Date: 7/24/25
Selection 4x 10 HF#1 Lu =2.0 Ft
Conditions NDS 2018
Min Bearing Area R1=6.2 in R2=6.2 in (1.5)DL Defl= 0.10 in
Data Beam Span 8.0 ft Reaction 1 LL 1560# Reaction 2 LL 1560#
Beam Wt per ft 7.87# Reaction 1 TL 2527# Reaction 2 TL 2527#
Bm Wt Included 63 # Maximum V 2527#
Max Moment 5055'# Max V(Reduced) 2040#
TL Max Defl L/ 180 TL Actual Defl L/480
LL Max Defl L/240 LL Actual Defl L/926
Attributes Section (in') Shear(inZ) TL DO (in) LL Defl
Actual 49.91 32.38 0.20 0.10
Critical 45.27 17.74 0.53 0.40
Status OK OK OK OK
Ratio 91% 55% 38% 26%
Fb(psi) Fv(psi) E(psi x mil) Fc (psi)
Values Reference Values 975 150 1.5 405
Adjusted Values 1340 173 1.5 405
Adjustments CIF Size Factor 1.200
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stress N/A
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 0.9959 Rb=6.11 Le=4.12 Ft
Loads Uniform LL: 390 Uniform TL: 624 =A
Uniform Load A
R1 =2527 R2=2527
SPAN = 8FT
Uniform and partial uniform loads are Ibs per lineal ft.
Permit#: 6707
Permit Date: 09/09/25
Permit Type: RESIDENTIAL ADDITION
Project Name: 1010 E. 4th Street Additions
Applicant Name: Aaron DeSalvo
Applicant Address: 1010 E. 4th St.
Applicant, City, State,Arlington,WA, 98223
Zip:
Contact: Aaron DeSalvo
Phone: (206) 687-5992
Email: aaron.desalvo@gmail.com
Scope of Work: 286 SF master bedroom addition; 229 SF rear covered deck addition; 698 SF garage
addition; replace driveway slab
Valuation: 200000.00
Square Feet: 2079
Number of Stories: I
Construction Type: VB
Occupancy Group: R-1; Residential
ID Code:
Permit Issued: 11/06/2025
Permit Expires: 07/12/2026
Form Permit Type: RESIDENTIAL ADDITION
Status: COMPLETE
Assigned To: Hannah Hardwick
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
100 SINGLE
00618900001800 1010 E 4TH ST DESALVO AARON FAMILY
RESIDENCE
Contractors
Contractor Primary Contact Phone Address Contractor Type License License#
Merritt Homes LLC 5202474835 5611 70th Dr Se CONSTRUCTION UBI 604 484 833
CONTRACTOR
Merritt Homes LLC 5202474835 5611 70th Dr Se CONSTRUCTION Construction MERRIL*750PU
CONTRACTOR Contractor
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
R20.
06/03/2026 ADDITION/ALTERATION 06/04/2026 06/04/2026 BUILDING Approved
FINAL
can i also get a like a 30
minute to an hour heads
01/12/2026 R10.FRAMING up by calling or texting 01/13/2026 01/13/2026 BUILDING Approved
5202474835 thank you so
much
i could get a phone or a
text message or some sort
12/03/2025 R03. of verification for that 12/04/2025 12/04/2025 BUILDING Approved
FOUNDATION/SLAB phone number area code
5202474835
11/20/2025 R02.FOOTING First thing if possible 11/21/2025 11/21/2025 BUILDING Approved
Plan Reviews
Date Review Type Description Assigned To Review Status
It is the applicant/owner's responsibility to ensure that
09/11/2025 RESIDENTIAL ADDITION stormwater runoff from new/replaced impervious surfaces Development Approved
will be managed on-site in a manner that does not Services Manager
adversely affect neighboring properties.
09/11/2025 RESIDENTIAL ADDITION No land use concerns. PLANNING Approved
09/11/2025 RESIDENTIAL ADDITION BUILDING Approved
Fees
Fee Description Notes Amount
Building Plan Review Table 4-2 $312.71
Credit Card Service $9.38
Processing/Technology $25.00
State Surcharge- 1st DU Residential- 1st Unit $6.50
Building Permit Table 4-1 $2,338.74
Building Plan Review Table 4-2 $1,520.18-312.71 (already $1,207.47
paid)=$1207.47
Credit Card Service $107.33
Total $4,007.13
Attached Letters
Date Letter Description
11/05/2025 Building Permit
09/09/2025 Web Form-Building Application
Payments
Date Paid By Description Payment Type Accepted By Amount
09/11/2025 Aaron Desalvo 242674874 Hannah Hardwick $9.38
09/11/2025 XBP Conf: $312.71
242674874
11/02/2025 ADeSalvo cc LaNay Hendrick $107.33
11/02/2025 XBP Conf: $3,577.71
247683769
Outstanding Balance $0.00
Notes
Date Note Created By:
05/27/2026 Expiration notice sent LaNay Hendrick
11/21/2025 Please email the contractor inspection results. Kristin Foster
11/04/2025 Contractor needs to add COA to UBI Hannah Hardwick
Uploaded Files
Date File Name
11/06/2025 29327855-20250910 BLD6707 Approved Plan Set.pdf
11/06/2025 29327841-2025 BLD6707 Issued Permit.pdf
09/09/2025 Oaa0bl5b83e95b84dfbOfclb369d3435 desalvo remodel struct calcs report 7-30-25.pdf
09/09/2025 693b2cld5a787fe99e470c8f75bll9e9 deferred submital.pdf
09/09/2025 48dce88dbc086f67bb4853f9176cd924 site plan revised - impervious areas.pdf
09/09/2025 2f48a2edOb769ae8350b9e0d0413c6b1 residential building_permit application.pdf
09/09/2025 45bc84dlabcd96e844c0e45efld8f248 residential zoning verification for 1010 e 4th st addition.pdf
09/09/2025 57e9f9cb95bbccecdbb689083f8e03aa desalvo plan set 7-25-25.pdf
Date: 06/23/2026
Permit#: 6707
Permit Date: 09/09/2025
Review Date: 09/11/2025
Permit Type: RESIDENTIAL ADDITION
Review Type: RESIDENTIAL ADDITION
Target Date: 10/02/2025
Scheduled 00:00
Time:
Completed 09/11/2025
Date:
Description: It is the applicant/owner's responsibility to ensure that stormwater runoff from new/replaced
impervious surfaces will be managed on-site in a manner that does not adversely affect
neighboring properties.
Review Approved
Status:
Assigned To: Development Services Manager
Time In: 00:00
Time Out: 00:00
Hours: 0.0
Property Information
Parcel#: 00618900001800 DESALVO AARON
DESALVO AARON 14528 ASHWORTH AVENUE NORTH
1010 E 4TH ST SHORELINE, WA 98133
Zoning: 100 SINGLE FAMILY
RESIDENCELot: Block: