HomeMy WebLinkAbout1010 E 4th St_BLD6779_2026 RESIDENTIAL PLUMBING APPLICATION
Community and Economic Development
City of Arlington•18204 59th Ave NE •Arlington,WA 98223 •Phone (360) 403-3551
This application is for new,repaired,altered or replaced plumbing installation for existing residences. Please fill out
all pages of this application and include all information.
The City of Arlington does not require a permit to stop leaks or clear stoppages,unless the piping is repaired,altered
or replaced.
Type of Permit: ❑ New Installation Addition ❑ Alteration ❑ Repair
Property Address: 1010 E 4th St Project Valuation: 6000.00
Lot#: Parcel ID No.: Preferred Contact: ❑ Owner 71 Contractor
Project Description:Bathroom addition
Owner Name: Aaron Desalvo Home No.:
Email Address: aaron.desalvo@gmail.com Cell No.:
Mailing Address: 1010 E 4th St City: Arlington State: WA Zip:98223
Contractor Name: West Coast Plumbing Office No.: 360-403-1000
Email Address: Info@westcoastplumbinginc.net Cell No.:
Mailing Address: 7419 204th St NE City: Arlington State: WA Zip:98223
L&I Contractor License Number:WESTCCP791 Np Expiration Date: 0512026
• 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 maybe required
Proposed Interior Water Piping Size: ❑ Y2" ❑ 5/a" ❑ 3/4" ❑ 1"
Proposed Interior Piping Material: ❑CPVC ❑ Brass ❑ Copper ❑ PEX-AL-PEX PEX ❑ Galvanized Steel ❑ Other
Proposed Exterior Water Piping Size: ❑ 1/2" ❑ 5/E" ❑ 3/4" ❑ 1" ❑ 11/2" ❑ 2"
Proposed Exterior Piping Material: ❑PVC ❑PE ❑ Copper ❑ PEX-AL-PEX ❑ PEX-AL-PE ❑ PEX ❑ Other
Proposed Drain-Waste-Vent(DWV) Schedule 40 ABS DWV ❑ Gopper ❑ Galvanized Steel ❑ Cast Iron
Material: ❑ Schedule 40 PVC DWV ❑ Brass ❑ Other
Proposed Drain-Waste-Vent(DWV) ❑ 1/2" ❑ 5/a" ❑ 3/4" ❑ 1" ❑ 1Y2" ❑2" ❑ 3" 114"
Piping Size:
' UBYN P' T � lre
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 $1S.00
Dishwasher x $15.00 =
REV03.2022 Pagel of 2
PLBiG �IT Ferule '
Drinking Fountain x $15.00 -
Floor Drains x $15.00 =
Grease Interceptor x $75.00 =
Grease Trap x $25.00 =
Hose Bibb x $15.00 =
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 =
Med Gas Pi in :5 S inlets outlets x $60.00 -
Med Gas Piping>S inlets/outlets(plus s 5 x $5.00 -
inlets outlets
Miscellaneous-regulated by plumbing code,not x $15.00 =
otherwise specified
Pretreatment Interceptor x $15.00 -
Re-ins ection Fee x $75.00 =
Roof Drains x $15.00 = -
Shower op! 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
I hereby certify that I am the[]Owner, []Applicant, OContractor,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 ofArlington.A final inspection and approval shall be obtained when complete.
Signature Print Name Date
SAVE PRINT
REVO3.202z
Page 2 of 2
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 $L�.� � V/ Ern
ypc X"gypsum wallboard shall be applied to ceilings and be ems that separates Gar Q �., r'1 C
garage or shop from living spaces,117 GWB shall be applied to holh sides of a'I via a O / Gt051 V00 M'rl
that separates Ilv ng space from garage,All doors from house o:ago shall be tght. W
filling t 318'solid core or Gm rated 2C minutes with self closer. Il) \ Z
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Shear Wall Schedule � �s�
Wall Sheathing' Nail Size,' Nail° sole and rap'^ Shear' Move crawl access �� o
Spacing, Plate Nailing Capacity to addition. �fiISTV�L1 gE°J
Edges Si
A (2 1/2" (MIN.).GWB` 5d" 4 o.c. 6"o.a'1 150 /TQ ATE SP�I�.C. C°(Is'(I N� CC�IIIJIIII
B 7116' OSB 8d C o.c. 4"o.c. 241 21.350 380 yl MP$r� ST29�-9-,p p'T B R 2 �P 1��G S L�
C 7/i6 OSB 8d 4"oc. i
D 7/16" OSB 8d 3°oc. 3"ao. 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 ` 2" o.c � �� 170
- I (2) t/2' CDX141 tOd" 3" o.c. 3° o.c." 1200 min 16rX24 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.
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(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.) through 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 `�,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 EN0 To 6rAU-pP ft+Tc
(7.) 16d commons,face nail through floor sheathing and into joist or blocking below. 51MefgfJ SY29j, 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—0" 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
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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
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(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 i2'o.a. �r an i\1C,N 206-687-5992 Q
and attach of blocking. MEN QQaPCI&1) 7,DQ Ai 7 Lf 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
NGO CI&QUC.- 69,� sf Parcel area (comb.) 12,806 s.f.
Total building area: 2,451 s.f.
Lot Coverage: 19.1%
Y�OO� ci�aln Drawn by. Tom Edwards Date
Contact: tomarch9®outlook.com scale
360-403-7016 (land line/no text) Drawn
Sheet
Scale: 1/4"=l'10" n
Revisions Date
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with 6.6.10.10.
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Sheet
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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). Barre 1.12'above Insulation
170HE �% U4 - 12 [`WENT WpArk
t
C. Q19 4 C?)2A RATES UP glass 46
_ LI&& S - pia abl vo[r TEED
1.Rtwf(mow),.. 2SpafLivaLoad DOUBL STUDS AT WALL
2.Fkmrs.............................................40 psf Live Load ENDS 40 ITINUOUS FROM Sa1P5111 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 ELEVATM 1P cF
SIMPSO TODN 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.tlem-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 otherwise.
4.Joists and mf L"to have 2"thick solid blocking at bearing supports.
S.ProvidMInaewaallbe;or 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.ANF,G}J.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. 0A '
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 MFR2 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,'laund facility, indoor swimming pool, spa and rooms TREATED MUDSILL 4" SLAB ON GRADE �'
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.�
b. Whole house ventilation requires at least .35 air changes per hour o N
FINISH 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 o
3. Source specific,ventilation systems shall be controlled by manual #4®48" O.C. }� /' �� Q C
switches, dehumi�fiers, 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 ' ° )g° ��._I r )z`i 1114, EoC. ' o
and an automatic control such as a clock timer, RDRAINOCK (2)#4 REBAR CONTINUOUS I• // / a e c �- ,
5. Whole house fans shall have a song rating of 1.5 or less if surface FILTER
mounted is less than 4' from ceiling. T' 1'
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
a backdraft damper. All exhaust ducts in unconditioned spaces shall be s, !v�U' f ����
insulated to a minimum of R-4. Y U
4 0 PERFORATED RIGID 3" 6 S" .- ''1 )1� �L 3 b Gi
7. Outdoor air inlets shall be screened or otherwise protected and located " ' """"
awe from potential air or noise pollution. DRAINPIPE, DRAIN TO 12" 1Q � G
y P P DAYLIGHT OUTFALL
8. Individual room outdoor air inlets shall have a controllable and secure CUA o NIL( W(IW4 44 q A�.; Date
opening and be capable of a total opening area of not less than 4 Vva4aM1 U' F� r
square inches. GARAGE FOOTING DETAIL "'�r S`°'°
9. A radon monitor, installation instructions and radon information sheets SCALE; t = l'-0' Drawn
shall be provided by the builder at final inspection.
�- .rJ. Sheet
I
\ I
Permit#: 6779
Permit Date: 10/15/25
Permit Type: RESIDENTIAL PLUMBING
Project Name: Desalvo
Applicant Name: West Coast Plumbing and Heating Inc
Applicant Address: 7419 204th st ne
Applicant, City, State, Zip: Arlington
Contact: Trisha Steffins
Phone: 3604031000
Email: info@westcoastplumbinginc.net
Scope of Work: Bathroom addition
Valuation: 6000.00
Square Feet: 1537
Number of Stories: 1
Construction Type: VB
Occupancy Group: R-3; Residential
ID Code:
Permit Issued: 10/20/2025
Permit Expires: 07/26/2026
Form Permit Type: RESIDENTIAL PLUMBING
Status: COMPLETE
Assigned To: LaNay Hendrick
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#
West Coast Plumbing Josh Tremmel 360-403-1000 7419 204th St PLUMBING COA 569
CONTRACTOR
West Coast Plumbing Josh Tremmel 360-403-1000 7419 204th St PLUMBING Labor&Industries WESTCCP87IJ6
CONTRACTOR
Inspections
Date Inspection Type Description Scheduled Date Completed Date Inspector Status
04/02/2026 R14.PLUMBING 04/09/2026 04/09/2026 BUILDING Approved
FINAL
01/26/2026 ROT PLUMBING 01/27/2026 01/27/2026 BUILDING Approved
ROUGH-IN
Plan Reviews
Date Review Type Description Assigned To Review Status
10/16/2025 RESIDENTIAL BUILDING Approved
PLUMBING
Fees
Fee Description Notes Amount
Processing/Technology $25.00
Inspection $75.00
Lavatory Toilet&Sink Only $30.00
Pipe Alteration or Repair $15.00
Plumbing Base Permit Fee $25.00
Shower(only) $15.00
Toilets $15.00
Total $200.00
Attached Letters
Date Letter Description
10/20/2025 Building Permit
10/15/2025 Web Form-Residential Plumbing Application
Payments
Date Paid By Description Payment Type Accepted By Amount
10/15/2025 XBP Conf: $200.00
245977215
Outstanding Balance $0.00
Uploaded Files
Date File Name
10/15/2025 57e9f9cb95bbccecdbb689083f8e03aa desalvo plan set 7-25-25.pdf
10/15/2025 a7d27a22d3eabab68la8439e95caac89 20251015082254391.pdf