HomeMy WebLinkAbout17824 59th Dr NE_3652_2026 City -d AItIAING ■ IN PERMIT APPLICATION
• 230 N. OLYMPIC AVE., ARLINGTON, WA 98223
(206) 435-5785
COMMERCIAL, RESIDENTIAL, MECHANICAL, PLUMBING, GRADING a
Tax Account Number
Job Site Address �-f� 27
Applicant Name ��c�r� ��f�`�>��s�`�—! Phone s 3 SZj C7
Mailing Address (:�P 7 s S T� /� ��� r City Zip
Contractor Name I License #
Address 42n City Zip Phone
Architect/Engineer License #
Address City Zip Phone
TYPE OF PROJECT /3 v��� ��3 y �.� [21
Sewage Disposal Right-of-Way Width Culvert Permit No.
LOCATIONAL INFORMATION: SEC TWP RGE 16th
Plat Name/Short Plat No./Segregation No.
Lot/Parcel # Block # Lot Size
Is the average slope of the property in excess of 25%? Yes No Has construction started? Yes No
This structure will be used for the following purpose /4/40 Lam, .5+I''A
Other buildings on this property f)/,-.-i t /
OWNER/AGENT SIGNATURE ,, p DATE
NOTICE: Front Yard Setbacks. Curbs, Sidewalk Edge, Edge of Street pavement is not necessarily your front property line. In the case
where your setback will be measured from the front property line, be certain that you are measuring from the actual front property line and
that your plot plan depicts this. In the event your setback will be measured from a private access easement,the edge of the improved road
is not necessarily your front property line. Be certain that you are measuring from the edge of the actual easement and that your plot plan
depicts this.
ACKNOWLEDGED
------OFFICE USE ONLY BELOW THIS LINE------------------------
PERMIT CONDITIONS .
ZONING: Max Lot Cover % Max Bldg. Height ft
SETBACKS:
Front
Side
Rear
3 pow
Basic Plan # Other Covenants I/All I
SPECIAL CONDITIONS . . .
SANITATION PUBLIC WORKS
ON SITE LETTER DRAIN TRAFF
ENV HEALTH SEWER CN R/R RD IMP
OCD
ACCESS RSBP _ LS SLIDE _ CMBP_
ESMT RSME STD BLA SLOPE CMME
ADDRESS PLBG SP SEPA SITE PLAN
CULVERT MBHM 5 ACRE OTHER FIRE
_ AFF/BOND MOVE LOTS OTHER _
GRADING INSP 20 ACRE
OCP
CU FL ZN FML BLA PLAT REZONE
SEPA SH LN� SP VAR SU VA
PLUMBING PERMIT a MECHANICAL PERMIT (NOT FOR MOBILE HOMES) F4_1
FIXTURES No. UNIT TYPE:
Electric Oil Gas LPG Solar
Water Closets
Bath Tubs UNIT SIZE: BTU's KW
Shower Baths _
Wash Basins _ No. FEE
Sinks FOR THE INST. OR RELOC. OF
Dish Washing Machine Forced Air Systems
Hot Water Tanks _ _ Fuel Storage Tanks
Drains Heat Pumps
Laundry Washers Wood Stove
Laundry Trays Fireplace Insert
Urinals —0— Clearance Fireplace
Drinking Fountains
Rain Leaders
Sumps
Vacuum Breakers
Gas Piping Permit Fee
Side Sewers
Water Service Line Total Due $
Misc
Total Fixtures GRADING/FILL INFORMATION F-51
Permit Fee No. of cubic yards:
Total Due $ To be removed from site
Related Bldg. Permit # To be imported to site
IF MORE THAN ONE BUILDING, SUBMIT SEPARATE APPLICATION FOR EACH STRUCTURE. A SEPARATE BUILDING
PERMIT MUST BE ISSUED FOR EACH BUILDING. [_61
BUILDING DIMENSIONS:
MAIN FLOOR MAIN FLOOR SQ. FT.
SECOND FLOOR SECOND FLOOR SQ. FT.
THIRD FLOOR THIRD FLOOR SQ. FT.
FOURTH FLOOR FOURTH FLOOR SQ. FT.
MEZZANINE MEZZANINE SQ. FT.
BASEMENT BASEMENT SQ. FT.
GARAGE GARAGE SO. FT.
CARPORT I ' r =_� ; CARPORT SQ. FT,
DECK 0,%K SQ. FT.
R
NUMBER OF FIREPLACES TOTAL SQ. FT.
FOR OFFICE USE ONLY
ROUTING SCHEDULE: r u !r,38
f
Bldg: sent d Valuation
Jv .. _
Site Plan: sent rcv'd Plan Check rcp
San: sent rcv'd Permit Fee �, C L/r-f�
Env. Hlth sent rcv'd Penalty Fee
Eng: sent rcv'd Plumbing Fee
FM: sent rcv'd Mechanical Fee
Env. Cklt Fee
TOTAL DUE:
d �
,y
aIV4 t�
NOTICE and Inspection Report
Address
Contractor
Owner
Requested by
TYPE OF INSPECTION REQUESTED
K@LDG: Pmt.No. S! ❑ MECH: Pmt. No.
❑ PLBG: Pmt. No.
❑ Footing ❑ Framing
❑ Foundation ❑ Drywall Nailing ❑ Final
❑ Concrete Slab ❑ Rough-In
❑ Fireplace and Chimney ❑ Furnace ❑ Other
❑ APPROVAL ❑ PARTIAL APPROVAL
❑ VIOLATION ❑ CORRECTION REQUIRED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy.
❑ Work listed below has been inspected and approved.
❑ Please contact inspector and arrange for appointment.
❑ Was not able to perform inspection.
❑ CALL 435-5785 F--
Inspector
I was present during this inspection.
n6 A1 AINGT11N
NOTICE and Inspection Report
Address
it r ^
Contractor i v; -� �� � ,—,I"y
Owner
Requested by
TYPE OF INSPECTION REQUESTED
n�BLDG: Pmt. No. ❑ MECH: Pmt. No.
❑ PLBG: Pmt. No.
❑ Footing ❑ Framing
❑ Foundation ❑ Drywall Nailing ❑ Final
❑ Concrete Slab ❑ Rough-In
❑ Fireplace and Chimney ❑ Furnace ❑ Other
❑ APPROVAL ❑ PARTIAL APPROVAL
❑ VIOLATION ❑ CORRECTION REQUIRED
❑ Corrections listed below MUST BE MADE before work can be approved.
❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy.
❑ Work isted below has been inspected and approved.
❑ Please contact inspector and arrange for appointment.
❑ Was not able to perform inspection.
❑ CALL 435-5785 FOR REINSPECTION — 24 hour notice required.
Inspector Date
I was present during this inspection.
i
C I T Y O F A R L I N G T 0 N
C O N S T R U C T I O N P E R M I T
DA7 ( PERMIT N �3
Application is hereby made for permits to do the following work:
] New Residence C ] Addition C ] Duplex
[ J Carport C ] Remodel C ] Commercial
] Garage C ] Mobile C ] Apartment/Condo
] Barn C ] Mechanical C J Relocation/Move
[ ] Accessory Bu ' di g�lumbing o [ ] Demolition
[x] Other 0- 0. 5 -12) U�ll
No. of buildings :_� No. of Living Units Land Use Code:
Valuation: _ �Eax A c QNA
Property Address :
Legal Description:
Owner:
Owner's Address :
Builder:
Builder's Address: _
Architect or Engineer :
Applicant' s signature:
ow e ner or agent))
Permission is hereby granted to do the work described, according to the
approved plans and specifications pertaining hereto subject to compliance
with the ordinances of the City of Arlington and the State of Washington.
T,he following is a breakdown of your permit fees . �fC {-�
1 . Plan Check Fee(341 .83 .00) . . . . . . . . . . . . . . . . . . . S _ c_.)D,OD pd'�,_CR#JfS—T_
2 . Building Permit Fee(322. 10 . 00) . . . . . . . . . . . . . . $ "xc
3 . Plumbing Permit Fee(322 . 10 .00) . . . . . . . . . . . . . . $
4. Mechanical Permit Fee( 322. 10 . 00) . . .
. . . . . . .
. . S
S. Energy Fee (386 .00 .02) . . . . . . . . . . . . . . . . $ 1,5,00
6 . State Fee (386.00 . 01 ) . . . . . . . . . . . . . . . . $ �,SD
7. Water/Sewer Fees (see attached breakdown) . . . $
8. . . . . . . . . . . . . . . . . . . . . . . . . . . . S 1IJ �L
9. T 0 T A L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5
P AID /l��f/} C R # ��� _B
�IS �INOFFICER
PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING ALL PROPERTY LINE LOCATIONS AND
RELATED EASEMENTS.
NO OCCUPANCY PERMIT WILL BE ISSUED UNTIL THE INSPECTOR HAS APPROVED THE
FINISHED STRUCTURE.
Wla
r
ARLINGTON, WASHINGTON SEP 2�. 1988
13 UNIT T-HANGAR Permit No. 3652
OWNER: Mark Thompson
CONSTRUCTION TYPE: V-N
OCCUPANCY: B-3
BASIC ALLOWABLE AREA: 8000 S.F.
SEPARATION ON TWO SIDES at 43 FT. EACH
ALLOWABLE INCREASE 43
-20
23 X 1.25% = 28.75%
8000 X 1.2875 = 10300 S.F. TOTAL ALLOWABLE AREA (SECTION 506(a)l
ACTUAL BUILDING AREA: 13520 S.F.
OCCUPANT LOAD: 25
CONSTRUCTION VALUE: $207,800.00
Dear Mr. Thom Myers:
The following items should be corrected before the permit is issued:
1. You should ensure that city agencies such as Planning, Zoning, Public
Works and the Fire Department approve the project.
2. The construction value appears too low. The permit fee should be based
upon the value of the work and not the cost. The estimated value breaks down
to $4.21 per square foot which is obviously too low. Section 304(b) . The
value should be $207,800.00 based on national published figures. This would
make the permit fee $1,017.50
3. The plan check fee as required by the building code should be 65% of the
permit fee, which is greater than $50.00 Section 304(c) . The plan check fee
should be $661.40
4. Drawings should be prepared by an architect or engineer registered in the
state of Washington. Structural designs should be submitted. Section 302(b)
and state RCW
5. Trusses should be designed by an engineer registered in the state of
Washington. Structural designs should be submitted. Section 302(b)
6. Building type of construction (V-N) and occupancy group should be shown
on the drawings. (B-3) Section 302(c)
7. Structural general notes should be added to the drawings showing concrete
strengths, wood species and grades, type of rebar, bearing value, etc.
8. Concrete, if over 2000 p.s.i. should have special inspection, including
rebar used in such concrete. Section 306(a)1 and 306(a)3
9. Special inspectors should be approved by the building official.
Section 306(b) .
-t
q�
i.
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y�T I
ARLINGTON, WA -2- Permit No. 3652
10. The building is over the allowed area. An area separation wall should
be installed where the fire wall is shown on the drawings. The area separa-
tion wall should be 2-hour construction, extending from 'the foundation to a
point 30 inches above the roof. See Section 505(e)3 for exceptions. The
2-hour wall shall be two layers of 5/8 inch type X gypsum wallboard in each
side of 2 X 4 wood studs 16" o.c. (Table 43-B, item 73)
11. The end walls which appear to be the east and west walls should be 1-hour
walls with no openings less than 5'0" from property line and 3/4 pro-rated
doors otherwise. (Section 504(b))
12. End walls shall have parapets not less than 30 inches in height above
the roof. Section 1709.
13. Complete structural calculations should be submitted for approval.
This includes trusses, purlins, columns, and doors. The adequacy of the
structural system shall include resistance of seismic and wind loads as well
as vertical loads. The drawings should indicate structural members and
framing as required by the calculations. Structural design of the foundation
should be included. Section 2303.
14. Wind design shall be for 80 mile per hour wind speed. Section 2311(b)
15. Details should be provided showing the design of both vertical and
horizontal diaphragms complying with the structural calculations.
16. e-4-d-bivck-i-ng_.shall be provided at supports and at intervals not
exceeding 8
" 1am'-@-3U o c. are over-stressed for a 21 foot span.
1 Frovi e- eta 1s-tv-sha -splaces._.Sectica�r:1)3(c)
19. 2"X 6" at 30" o.c. girts which are installed flat against the wind load
are insufficient for the ll'O" span shown, for exterior walls.
20. Foundation plates shall be bolted to the foundation with a minimum of
1/2-inch bolts at 6'0" o.c. , with a minimum of 7" embedment. Bolts shall
have nuts and washers installed. Section 2907(f)
21. Pole buildings shall comply with Section 2907(g)
The local building official or other authorized representative appointed by
the governing body is charged with the interpretation of enforcement of the
code. My comments are based upon the normal interpretation of the code, but
are not the law of your jurisdiction. Because you have the responsibility of
enforcement you have the right to disagree with my interpretation. However, I
do want to point out that the City of Arlington could be held responsible for
any damages resulting from injury caused by failure to comply with the recog-
nized interpretation of the code. As an example, if the building structurally
does not comply with the code and a wind storm destroyed the building and con-
tents, the city could be held liable, but by complying with the code require-
ments, the courts will be behind the defen7, 9
city.
rre Jr. Architect
1
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ARLINGTON, WASHINGTON
13 UNIT T-HANGAR Permit No. 3652
OWNER: Mark Thompson
CONSTRUCTION TYPE: V-N
OCCUPANCY: B-3
BASIC ALLOWABLE AREA: 8000 S.F.
SEPARATION ON TWO SIDES at 43 FT. EACH
ALLOWABLE INCREASE 43
-20
23 X 1.25% = 28.75%
8000 X 1.2875 = 10300 S.F. TOTAL ALLOWABLE AREA (SECTION 506(a)1
ACTUAL BUILDING AREA: 13520 S.F.
OCCUPANT LOAD: 25
CONSTRUCTION VALUE: $207,800.00
Dear Mr. Thom Myers:
The following items should be corrected before the permit is issued:
1. You should ensure that city agencies such as Planning, Zoning, Public
Works and the Fire Department approve the project.
2. The construction value appears too low. The permit fee should be based
upon the value of the work and not the cost. The estimated value breaks down
to $4.21 per square foot which is obviously too low. Section 304(b) . The
value should be $207,800.00 based on national published figures. This would
make the permit fee $1,017.50
3. The plan check fee as required by the building code should be 65% of the
permit fee, which is greater than $50.00 Section 304(c) . The plan check fee
should be $661.40
4. Drawings should be prepared by an architect or engineer registered in the
state of Washington. Structural designs should be submitted. Section 302(b)
and state RCW
5. Trusses should be designed by an engineer registered in the state of
Washington. Structural designs should be submitted. Section 302(b)
6. Building type of construction (V-N) and occupancy group should be shown
on the drawings. (B-3) Section 302(c)
7. Structural general notes should be added to the drawings showing concrete
strengths, wood species and grades, type of rebar, bearing value, etc.
8. Concrete, if over 2000 p.s.i. should have special inspection, including
rebar used in such concrete. Section 306(a)land 306(a)3
9. Special inspectors should be approved by the building official.
Section 306(b) .
r'I
to
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ARLINGTON, WA -2- Permit No. 3652
10. The building is over the allowed area. An area separation wall should
be installed where the fire wall is shown on the drawings. The area separa-
tion wall should be 2-hour construction, extending from the foundation to a
point 30 inches above the roof. See Section 505(e)3 for exceptions. The
2-hour wall shall be two layers of 5/8 inch type X gypsum wallboard in each
side of 2 X 4 wood studs 16" o.c. (Table 43-B, item 73)
11. The end walls which appear to be the east and west walls should be 1-hour
walls with no openings less than 5'0" from property line and 3/4 pro-rated
doors otherwise. (Section 504(b))
12. End walls shall have parapets not less than 30 inches in height above
the roof. Section 1709.
13. Complete structural calculations should be submitted for approval.
This includes trusses, purlins, columns, and doors. The adequacy of the
structural system shall include resistance of seismic and wind loads as well
as vertical loads. The drawings should indicate structural members and
framing as required by the calculations. Structural design of the foundation
should be included. Section 2303.
14 . Wind design shall be for 80 mile per hour wind speed. Section 2311(b)
15. Details should be provided showing the design of both vertical and
horizontal diaphragms complying with the structural calculations.
16. Solid blocking shall be provided at supports and at intervals not
exceeding 8 feet for 2 X 12s. Section 2506(h)
17. 2" X 12" @ 30" o.c. are over-stressed for a 21 foot span.
18. Provide details to show diaphragm chord splices. Section 2513(c)
19. 2"X 6" at 30" o.c. girts which are installed flat against the wind load
are insufficient for the ll'0" span shown, for exterior walls.
20. Foundation plates shall be bolted to the foundation with a minimum of
1/2-inch bolts at 6'0" o.c. , with a minimum of 7" embedment. Bolts shall
have nuts and washers installed. Section 2907(f)
21. Pole buildings shall comply with Section 2907(g)
The local building official or other authorized representative appointed by
the governing body is charged with the interpretation of enforcement of the
code. My comments are based upon the normal interpretation of the code, but
are not the law of your jurisdiction. Because you have the responsibility of
enforcement you have the right to disagree with my interpretation. However, I
do want to point out that the City of Arlington could be held responsible for
any damages resulting from injury caused by failure to comply with the recog-
nized interpretation of the code. As an example, if the building structurally
does not comply with the code and a wind storm destroyed the building and con-
tents, the city could be held liable, but by complying with the code require-
ments, the courts will be behind the defen, city.
are Jr. Architect
1
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Mark Thompson Legal Description 7/1/88
Commencing at the Northeast corner of the Northwest quarter of
Section 22 , Township 31 North, Range 5 East, W.M. ; thence
S 40 30 ' 38" E along the East line of said Northwest quarter a
distance of 4022. 65 feet; thence S 850 43 ' 41" W a distance of
472 .89 feet to the True Point of Beginning; thence continue
S 85 43 ' 41" W a distance of 132 . 00 feet; thence S 40 16 ' 19" E a
distance of 311 . 14 fee8; thence N 850 43 ' 41" E a distance of
132 . 00 feet; thence N 4 16 ' 19" W a distance of 311 . 14 feet to
the True Point of Beginning.
Together with and subject to reciprocal access easements over and
across all existing and proposed taxi-ways to the benefit of
Arlington Airport
Situate in Snohomish County, State of Washington.
Containing 41 , 070 square feet of land.
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