HomeMy WebLinkAboutBLD94-1596 Swim Pool - BLD Permit / Conditions - 11/30/1994 MASON COUNTY PERMIT
Mason County Bldg. III 426 W. Cedar NULL & VOID BYE
P.O. Box 186 Shelton, Washington 98584 DATE BY
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CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
Mason County Bldg. 111 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
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CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date b date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
x }
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CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping - date b
Foundation Walls date by Set Up
date by INSULATION date by
1SG/SLAB Insulation Floors Final
date by date by
date by
FRAMING Walls FIRE DEPT.
date by date by
PLUMBING date by OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
MASON COUNTY
BUILDING III 42,6 W. C.EDAR
SHELTON, WASHINGTON 98584
(206) 427-9670
CORRECTION NOTICE
Job Location 2--.3/ R-1 �c,�n
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found:
Items listed below must be corrected to gain code compliance
"f' f inn
Gt i C1 •/ y, G� G
You are hereby notified that the above corrections shall be made BEFORE
PROCEEDING WITH ANY FURTHER WORK
Call for re-inspection when corrections are made before continuing
Make corrections, items will be checked on next inspection
❑ OK to
Department
Date 1 Z — / 2 --lJ Inspector Z-
■ oo s NnT ►nm MO OV TH11--- T Lot
Permit No.
D - MASON COUNTY
V DING PERMIT APPLICATION q b
O j O Wftl.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 V n_l,\J \�
PLEASE PRINT
#, T
/ ,� Phone#Z'7 2 7.s- 6 7
Mit'e Ad ress ail o /QtzA'l Fire District#
ty St_�. Zip
Directions to Job Site I-re
o '�6141 ?�A k r— c� Lre-71 G IV Fox uN, L. s
Owner Mailing Address , G . X S 7
City 6fl?%AO,6 St Zip S
Lien/Title Holder
Address
Clty St Zip
#2 Contractor Name ��9/J/E / Gk1Ai ex Contractor Reg#
Address Expiration Date
City St Zip Phone#
#3 If septic is located on project site, include records.
Connect to Septic? Public Water Supply Well
Connect to wer System? Name of System
(If reside ial, proof of potable water is required)
#4 el No.Qa; l l3 - IJ,J�- 0 T c, • -, /��?
egal Description �� �/y�/0� 1 ✓ � lTi" II�J
#5 Building Square Footage: (existing/proposed)
1st FI / 2nd FI / 3rd FI / Loft /
Basement / Deck / #bedrooms / #bathrooms /
Garage / Carport / (Circle:Attached or Detached?)
Other sq. ft. /
#6 Use f buildin S Describe work
V
Ili ki
#7 Type pf Job: New_ Add Alt Repair Other
#8 MOBILE/MANUFACTURED HOME INFORMATION
Model ea Make Model
Length I Serial No.
#Bedrooms #Ba ooms Type of Heat
Purchase Price$
#9 Indicate by circling the applicable source if any water is on or adjacent to subject property:
River Pond Creek Stream Wetland Lake Marsh Saltwater Seasonal Runoff Other
Show following on the site plan _
Lot Dimensions Flood Zones
Existing Structures Fences
Structure Setbacks Driveways
Water Lines Shorelines
Drainage Plan Topography
Septic Systems Wells
Proposed Improvements Easements
Name of Flanking Street Indicate Directional by (N, S, E, W)
Name of Fronting Street in relation to plot plan
APPLICANT TO DRAW SITE PLAN BELOW
Ll SIC ,3
rf
to RC)Pas.F N47
z F X
M
i
�ry/s7,N
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
I I
Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each
No._Toilets CIRCLE FUEL TYPE: Gas, Electric,
_Bath Basins Heatpump, Other
_Bath Tubs No Units Fees
_Showers Furn BTU
_Hot Water Htr Heatpumps
_Laundry Washer Vent Systems
_Sinks Spot Vent Fans
_Floor Drains No. Boilers/Compressors
_Laundry Basins _ HP
_Dishwasher No. Air Handling Units
_Disposal cfm#
_Urinals No. Fire Protection Systems
_Other Auto. Fire Alarm Sys 50.00
Fixed Fire Supp. Sys 50.00
Permit Basic Fee 15.00 _ Auto Fire Sprink Sys 25.00
TOTAL PLUMBING $ No. Other
Gas Outlets
Wood, Gas, Pellet Stove
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF
WORK OR CONSTRUCTION AUTHORIZED IS NOT COM-
MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 15.00
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD
OF 180 DAYS AT ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL $
MENCED. PROOF OF CONTINUATION OF WORK IS BY
MEANS OF A PROGRESS INSPECTION.
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT IS ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMANCE THEREWITH. NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOUT FIRST OBTAINING APPROVAL FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING DEPARTMENT. DEPARTMENT.
X OWNER X BY
DATE �G ZG DATE
FOR OFFICIAL USE ONLY: Accepted by: Date:
i
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
1�ppro
ved Cond. Hold
Approval
Planning:
Environmental Health:
Building Plan Review
Occupancy Group:,Mi S Type of Const: = t
Fire Marshal:
Other:
Special Conditions: `J J, c/e-- /J a w FEES
Q 5 l e- l e Building Permit
Plan Check G-
P Plumbing Fee
Mechanical Fee
Wood/Gas/Pellet Stove
S Lc/i J)'10 ih Gig"
.[ Radon Monitor
1� 7 Violation Fee
Site Inspection
Building State Fee s —
Other
Other
Building Valuation: TOTAL FEE
O.C.
#3 ® 10' O.C.
I
I J
SLAB REINFORCEMENT
® 12' EA. WAY
PA POOLS SHALL BE AS SHOWN
OF SWIMMING POOL
V-2'
(4) #3 CONT.
0
#3 @ 12' O.C.
(TYP HORIZ)
PLACE STEEL @ WALL `P
CENTERLINE c)
\fig I 'DEP'fN RADIUS
Q P�0 5 -p' V-31
m 6'-6*
CL
4'-0'
STOP 'S' BARS I SMOOTH TRANSITION CURVE
i
I '
I
I I
WALL SECTION AT DEEP END & SIDES A
PRINTED fir
I}A 1 1� 14
N0. DATE DESCRIPTIONS
BY
RE\ASIONS
PROJECT CLIENT
�� 5WIMMING POOH ANP 5PA a !O poops
0, F�IOX 44605
5fAWAZ'J s i�;i VJC & 12ML5 f14COW,. WA 98��r4
C 206) 537-7370
4b SUITE Its
ENGINEERING 334M - 13TH PLACE SC
SIONAL FEDERAL WAY, WA 98
CONSULTANTS (206) 952-7797
EXPIRES 4 28'`1s NORTHWEST FAX (206) 952-7799
•W !mtr=
ESIGNED AP R VEDDATE SH Er NO. PROJECT NUM Er'B, �k 2-3-9-4 I of 1 9�
#3 0 12`
"A" BARS o "A" BARS
I
0
o b BARS "S" BARS
3 ® 10" O.C. in
FOR POOLS OVER \ _
6'-0" DEEP) �-
FLOOR
#3
FLOOR SLAB REINFORCEMENT
#3 ® 10" EA. WAY NOTE:
REINFORCING FOR S
FOR SHALLOW END
STRUCTURAL SECTION A
1 ,_0
STRUCTURAL NOTES
CONFORMANCE
All material and construction methods shall conform to the requirements of the current
local building codes. Pool and appurtenances shall conform to "Swimming, Spa, Wading
and Spray Pools - Bathing Beaches", Chapter 248-98 WAC.
DESIGN CRITERIA
The pool walls are designed to meet the load requirements resulting when the pool is
empty assuming lateral earth pressure (equivalent fluid pressure of 30 psf) on the entire
height of wall and also resulting when the pool is full of water assuming no lateral earth
resistance for the top 2-1/2 feet of the wall. It is further assumed that the pool shall be
poured against firm undisturbed soil allowing that the top 2-1/2 feet of wall may be formed
and fill provided in back thereof. The pool is not designed against hydrostatic uplift when
empty and thereof a pressure relief valve is to be provided at the lowest point. This type
of pool eliminates the use of forms on most of the work and therefore its use is limited
to soils which can be shaped to the desired contour and which will retain its shape until
the gunite is placed.
CONCRETE
Gunite: 1 part cement, 4-1/2 parts sand, based on dry and loose volume; 3000 psi @ 28
days. Portland Cement Type I or II, ASTM C-150.
REINFORCEMENT
Reinforcing steel, deformed intermediate grade, fY = 40,000 psi, ASTM A-15. Lap splices
40 diameters; support on concrete blocks and tie with 16 gage annealed wire; 2"
minimum cover between earth and steel. CHANGES
CONSTRUCTION SUBMIT CHANGES FOR APPROVAL
PRIOR TO PERFORMING WORK
Maximum length of pool without control joint is 60'-0". Gunite is to be placed monolithic
and pneumatically.
THESE PLANS MUST BE
EARTH SURFACES ON THE JOB SITE
To be thoroughly compacted and neatly trimmed to line and grade. FOR INSPECTION.
"h va 3' 4
MUST MEET ALL CURRENT MASON BUII_DIf,IG INSPECTOR
WASHINGTON STATE CODES CHARGES SUMIECT TO APPRO AL-
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