HomeMy WebLinkAboutBLD95-00861 Cancelled Addition - BLD Permit / Conditions - 6/15/1995 i
'�r�,
Mt
MASON COUNTY
BUILDING PERMIT APPLICATIJON
1995 b
426 W. Cedar/P.O. Box 186, Shelton,WA 98584 427-9670/1-800-562-5628
PLEASE PRINT
#1 Owner
Phone# �7 L/
acE
Fire District#
Site Addres4
'�
_ St Zip r'1�35 2,8
City
Dir tions tq Job Site
Owner Mailing Address
St Zip
City
Lien/Title Holder 15
Address
St Zip
Clty
45
c3�
` tl - - �! Contractor Reg /` 7
#2 Contractor e #
Addres "�' C%r Expiration Date 11 l S✓
St '` Zip ` Phone# �.
City —1
#3 If septic is located on project site, include records.
nnect to Se tic? Public Water Supply L/ Wel
o p --
Connect to Sewer System? Name of System ..
(If residential, proof of potable water is required)
DWI
CA
#4 Parcel
Legal Description LA-1 �'
P6"87 ) ti
n JJ Log, -ram �qq 1 a all
Buildin S u �oota e: existifig/propose ��
#5 g q 9
1 st FI Mtll l 2nd FI / 3rd FI / Loft /
Basement / Deck / #bedrooms / #bathrooms /
Garage / Carport / (Circle:Attached or Detached?)
Other sq.ft• /
% ` ✓ � ,�-/ ��(�' �3
#6 Use of buildingG ��'� C l Describe work
,7
#7 Type of Job• ew Add Alt Repair Other
#8 MOBILE/MANUFACTURED HOME INFORMATION L
Model Year Make Model
Length Width Serial No.
# Bedrooms # Bathrooms 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
7i
Lot Dimensions Flood Zones
Lot
sting 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 -
U)
APPLICANT TO DRAW TOPOGRAPHY PROFILE BELOW
Plumbing Fixtures ($3 each) Fee Mechanical Fixtures ($6 each)
No. Toilets CIRCLE FUEL TYPE: Gas, Electric,
Bath Basins Heatpump, Other " K
Bath Tubs �. nit Fees
ShXoers Furn BTU
Hot Wat Htr eatpumps
Laundry Wa er 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 asic Fee 15.00 Auto Fire Sprink Sys 25.00
TAL PLUMBING $ Other
Gas Outlets
d, Gas, Pellet Stove
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF
WORK OR CONSTRUCTION AUTHORIZED IS NOT COM- 15.00
MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD TOTAL MECHANICAL $
OF 180 DAYS AT ANY TIME AFTER WORK IS COM-
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 OF THE 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. DEPAR T.
X OWNER X BY
DATE DAL -
FOR OFFICIAIL USE ONLY Accepted by
Date:
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cond. Hold
Approval
Planning:
Environmental Health:
Building Plan Review
Occupancy Groupa Z Type of Cons+0
Fire Marshal:
`,7P
Other:
Special Conditions: jpo5-c-> ICo-ni- _ FEES
Building Permit 3
Plan Check
Plumbing Fee
Mecoanical Fee
Wood/Gas/Pellet Stove
Radon Monitor
Violation Fee
Site Inspection
Building State Fee
Other
Other
Building Valuation: 4;55 0. TOTAL FEE
THIS PARCEL
INCLUQES
PLANS, BLUEPRINTS
OR. OVERSIZE
I MAGES
LARG.E .FORMAT
IMAGES HAVE. BEEN. STORED IN
FILE CABINETS) UNDER
PARCEL-NUMBE-R-
PARCEL # i 233z - 5D - aoD�G
CASE # � LD 45 6 8�o /
..�Sr. r i J , Lgf1`iR�"I sty"r t�y�p t" � 1t`t��4r�r'`l�l��,l t.T •ir '
'fr '+jam f ,•Y' y �Y AZ�t,r
J,•r �� '{{►'f"� u� �A �����,����.�I (y��'}1��{v�}r1��i r j � ,`t r � •,
i�� �•tf^J'�'"1 i� r j�Y�'�rat}.✓�Y t� v r f � I I
�''y1 fy v���t.^ft��«r�p`S��,♦ �,,{{�Tr��}}t�r it�;• r 1 r�
'!r'�{ RI r�����r� ,f r'T�lr r f 1y.l �,f,t l�.t �� Y .�',•I
r ,
� �.I - ',.1}•`I�Y�l.V,7 i r f� r,f� Icy L/ J � ^ � f•� - .
1 1 I v
7.
fA!J k
R.�r:.
Go�-1G LJhl
I � R .L
�X iST.��JG: f'RoPcaSEca �" „ 'r�
14'
P� r
R t P-Kra P R o('k----�
C` A/
r r
IJ
Cl
`,t
NV
O j�
I I
r - .1).,'J�.. 1. "���� .����i�-��I���t F�r�'?i'MI,��`�►'ti����lra-,lw , i ( _ '.!,
' ",J��.+'• t,��ii ""'it7' 1p ,�����•6r�'i'�tVAC!,��f , �P � 1 r ,
� � �'11 V' S�\!"Rr 1�,,�'��, � t•A )r�.�t, �1 �, 1 1. - .. ',,
�,,,jff �'��„fLt'l;''�`.�jlt�1++�;a 41{1. �. 4�{,, r •
� t
d {:
' f`' 1v'.f,`+7#�+� ��'f11yi�'r rt, r�I: � r;i}•f'•f ._i• ,;
• 1 Air• \� r:h rv;�+t+' r f t 1.f, , ti
4fAl
62 ,5-0
' t r '/• r 'is' I 1 1
1
Tad cR�r.
k
II '
Goa--�C- (Z�'(h(t•�11-��•.�h l:lr- -� 11
M -- (7 C) �' 1. I •� '
Ll
-
N
bgjl ifj
jar
KA P �j[`�06"k f r r
IV
�r
r
MASON COUNTY STANDARD
FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW
PROJECT: DATE:
LOCATION:[
DEVELOPER: `a f.,�;c �R. . , _ AGENT:
PHONE:
ARCHITECT: AGENT:
PHONE:
BUILDING INFORMATION:
NUMBER OF STORIES: FOOTPRINT: C116 SQ. FT.
AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT.
TOTAL GROSS AREA OF BUILDING: SQ. FT.
TYPE OF CONSTRUCTION: (CIRCLE ONE)
I IIFR w.,. . --,TI-lhr* II-N III-lhr* III-N IV
V-lhr* , V-N
1. BASIC FLOW FROM MASON COUNTY STANDARD FLOW CHART; USE TOTAL
GROSS AREA. FOR NUMBERS BETWEEN AN AREA RANGE USE THE HIGHER GPM
FIGURE, DO NOT INTERPOLATE: 6 o e-) gpm
2. IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm crnm
SUBTOTAL: r C gpm
3. ADD % SURCHARGE FOR HIGH FIRE LOAD or SUBTRACT% CREDIT
FOR LOW FIRE LOAD PER M.C.F.M. SURCHARGE/CREDIT CHART; NEITHER TO
EXCEED 25%: +/- i gpm
SUBTOTAL: 1 ` '�-1
..� gpm
4. SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM:- gpm
SUBTOTAL:- gpm
5. FOR EXPOSURES MULTIPLY BY 1.00 TO 1.75**
X 1.
**[to determine exposure factor add a percentage for each of
four directions (express as a decimal) and add 1]
Conversion table: ft.
0-10ft. = 25% N= 7 2-d
11-30ft. = 20% E_ !l'. = _�
31-60FT. = 15% 5=�=
61-10OFT = 10%
101-150FT = 5% subtotal
{ .75 maximum) SUBTOTAL: ,�- "� gpm
TOTAL REQUIRED FIRE FLOW: , { -gpm-
AVAILABLE FIRE FLOW: gpm
# PER: OF:
MASON COUNTY STANDARD
BASIC FLOW CHART
Page 1; Type V-N, III-N, & II-N
Type V-N: TYPE III-N & II-N
GROSS AREA [SQ. FT] GPM GROSS AREA [SQ.FT. ] GPM
TO 500 . . . . . . 500 TO 11200 . . . . . .500
TO 1, 100 . 750 TO 2,400 . . . . . .750
TO 11700 . . . . . 1000 TO 31900 . . . . . 1000
TO 2 , 600 . o 1250 TO 51800 . . . . . 1250
TO 31600 . . . . . 1500 TO 8,200 . . 1500
TO 41800 . . . . . 1750 TO 10,900 . -. 1750
TO 6,200 . . . 2000 TO 13 ,900 . . . . . 2000
TO 71700 . . . . . 2250 TO 17,400 . . . . . 2250
TO 9,400 . . . . . 2500 TO 21,300 . . . . 2500
TO 11,300 . 2750 TO 25, 500 . . . . . 2750
TO 13,4b0 . 3000 TO 30, 100 . . . 3000
TO 15, 600 . . . . . 3250 TO 35,200 . . . . . 3250
TO 18, 000 . . . . . 3500 TO 40,600 . . . . 3500
TO 20,600 . . . . . 3750 TO 46,400 . . . . 3750
TO 23,300 . . . 4000 TO 52,500 . . . . . 4000
TO 26,300 . . . . . 4250 TO 59, 100 . . . . . 4250
TO 29,300 . . . 4500 TO 66,000 . . . . 4500
TO 32,600 . . . 4750 TO 73,300 . . . . . 4750
TO 36,000 . . . . . 5000 TO 81,100 . . . . . 5000
TO 391600 . . . . 5250 TO 89,200 . 5250
TO 43,400 . . . . 5500 TO 97,700 . 5500
TO 47,400 . . . . . 5750 TO 106,500 . 5750
TO 51,500 . 6000 TO 115,800 . 6000
TO 55,700 . 6250 TO 125,500 . 6250
TO 60,200 . . . . . 6500 TO 135,500 . 6500
TO 64,800 . . . . 6750 TO 145,800 . . . 6750
TO 69, 600 . . . . 7000 TO 156,700 . 7000
TO 74,600 . : . . . 7250 TO 167,900 . 7250
TO 79,800 . . . . . 7500 TO 179,400 . . . . . 7500
TO 85, 100 . . . . . 7750 TO 191,400 . . . 7750
or > 85,101 . . . . . . 8000 = or > 191,401 . . . 8000
Note: For type V-lhr. , III-1hr. , or II-lhr. use the base flow
figure for non-rated (-N) construction. A credit for lhr.
construction is allowed as the second step on the "form for the
calculation of required fire flow".
MASON COUNTY STANDARD
BASIC FLOW CART
Page 2; Type II-FR, IV, & I
TYPE II-FR & IV HEAVY TIMBER: TYPE I:
GROSS AREA [SQ.FT] GPM GROSS AREA [SQ.FT. ] GPM
TO 1,900. . .500 TO 31300. . . . . .500
TO 3 ,700. . . .750 TO 6, 600. . . . . . 750
TO 6, 100. . . . . 1000 TO 10,900. o . . 1000
TO 9, 100 . . o 1250 TO 16,200. . . . . . 1250
TO 12,700. . . . . . 1500 TO 221700. . 1500
TO 17,000. . . . . . 1750 TO 301200. . . . . . 1750
TO 21,800. . . . . . 2000 TO 38,700. 2000
TO 27,200. . . . . . 2250 TO 48,300. . . . . 2250
TO 33,200. . . . . . 2500 TO 5910000 . . . 2500
TO 39,700. . . . . . 2750 TO 70,900. . . . . 2750
TO 47,100. . . . . . 3000 TO 831700. . . . . . 3000
TO 54,900. . . . . . 3250 TO 97,700. . 3250
TO 63,400. . . . . . 3500 TO 112,700. . 3500
TO 721400. . . . . . 3750 TO 128,700. . . . . . 3750
TO 82, 100. . . . . . 4000 TO 145,900. . . . . . 4000
TO 92,400. . . . . . 4250 TO 164,200. . . . . . 4250
TO 103,100. . . . . . 4500 TO 183,400. . . . . . 4500
TO 114,600. . . . . . 4750 TO 2031700. . . . . . 4750
TO 1261700. . . . . . 5000 TO 225,200. . . . . 5000
TO 139,400. . . . . . 5250 TO 247,700. . . . . . 5250
TO 152, 600. . . . . . 5500 TO 271,200. . . . . . 5500
TO 166,500. . . . . . 5750 TO 295,900. . . . . . 5750
= or > 166,501. . . . 6000 = or > 295,901. . . . . . 6000
Note: For type V-1hr. , III-1hr. , or II-1hr. use the base flow
figure for non-rated (-N) construction. A credit for lhr.
construction is allowed as the second step on the "FORM FOR THE
CALCULATION OF REQUIRED FIRE FLOW".
MASON COUNTY STANDARD
CREDITS AND SURCHARGES FOR THE DETERMINATION OF REQUIRED
FIRE FLOW
THE FOLLOWING ARE CREDITS AND SURCHARGES BASED UPON" THE MAJOR
BUILDING USE AS DEFINED BY THE UNIFORM BUILDING CODE CATEGORIES
LISTED BELOW. ANY CATEGORY NOT IDENTIFIED SHALL BE ASSUMED TO HAVE
NO CREDIT.
CREDITS:
-25% . . . .R-1
-20% . . . .B-4
E-3
I-112,3
-15% . . . .B-3
E-1,2
-10% . . . .A-4
B-2 (ENTIRELY OFFICE USE ONLY)
0 B-2 NOT SPECIFIED ELSEWHERE
B-2 MIXED USES
B-4 WITH HIGH STORAGE OF CLASS I
COMMODITIES.
OTHER USES NOT SPECIFIED
SURCHARGES:
+10% . . . B-1
B-2 WITH HIGH STORAGE OF CLASS I
COMMODITIES
+15% B-2 WITH HIGH STORAGE OF CLASS II
COMMODITIES
B-3
H-4,5,6,7
+20% . . . B-2 WITH HIGH STORAGE OF CLASS III
COMMODITIES
+25% . B-2 WITH HIGH STORAGE CLASS IV
COMMODITIES
H-1,2
GARY YANDO,DIRECTOR
�oN.S Tq
P M o DEPARTMENT OF COMMUNITY DEVELOPMENT
0 o N Z PLANNING - SOLID WASTE-UTILITIES
27o N y oy BLDG. III • 426 W. CEDAR • P.O. BOX 578
SHELTON,WA 98584 • (206) 427-9670
1864
July 7, 1995
Spot Realty
Attn: Bob Dick Lfir
P.O. Box 1029 -
vue
Belfair, Washington .98528 �/� � .
V �
Dear .Mr. Dick.
This letteris to express in writing the concerns of the Mason
County Building Department and Mason County Department
of
Community Development in the review of. a building permit for
expanding your commercial office on State Route 3 (BLD95-0861) .
These specific concerns are building setbacks, -property lines,
excavation and removal of soil materials, stormwater, and parking
requirements.
As discussed by phone on July 6, 1995, the Department of ,
Community Development has noted that the footprint of the
proposed building expansion crosses the line between the two
properties at this location. Both Community Development and
Building Departments will not allow structures ntoo befo built
tthat
do not meet setbacks from poupmatywantlines
to(�esolve this situation
ck
from the property line) . Y
through a combination of parcels, boundary line adjustment or
short subdivision; contact the Department of Community
Development to file the correct forms for any of these solutions .
The site plan shows that the building and parking lot will be in
an area that requires extensive grading, especially excavation
and removal of materials (an estimated 400 cu yds. ) to another
location. An 8 ft. high, 78 ft. long wall will hold the uphill
bank to provide the area, for the building foundation and parking
lot. These two concerns will have to be addressed by the
Building Department through a grading permit for the excavation
and removal of materials, and a miscellaneous permit for the wall
extending along the cut at the construction site.
The proposed parking lot expanding from 10 (plus 1 handicapped)
spaces to 22 (plus 1 handicapped) would meet the county' s parking
standards . Paving the parking area and providing adequate
stormwater drainage are elements of this proposed commercial
expansion that will be reviewed by Mason County Department of
Public Works .
Further processing of your building permit depends on resolving
these points of concern. I suggest these telephone extensions at
Mason County offices (main number is 275-4467) toaexter281these
questions: Michael MacSems (Community Development)
Griffey (Building) ext . 356; and Alan Tahja (Public Works)to exit
461 . If you have other questions, you may also
me at ext . 365 .
Sincerely,
44
Allan Borden
Shoreline Planner
rjutlt4a'
h4�1 �
Vv
alto �-
t � i
4-
Vow
Ir
i
-'.,.ass �i �•�, yr� � -
1
z '�E
z z
00
x
00
0, C:
cn d
01
4r
00
01
00
t7
13
BETE / a.P- fhOfilWECHANICAL t MOBILE HOME
ings-Setback date by Ribbons
, (— by ! Gas Piping date b
.dation Walls date by Set Up
.e (n=A— 5 by [ ✓ INSULATION date by
a/SLAB-Insu ion Floors Final
ate by date by date by
'RAMING Walls FIRE DEPT.
date by date by date by
PLUMBING Attic OTHER
Groundwo€k
date by
date b
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
RcQ/mac-e- -5.G h anNi -• s O oU//�` l� �r� ��s �' fer
t✓ke-r-C e,-r L (GC)1 CG� 4�! 7
r
f� 2 w GQ�/- 4 GA
/,
71
'7 7
ob
7 OD
ol
Cf)
cn N)
-711
-0 QL
000
Ol
00
OQ
w ol c
O
� z
:37Z
C�
N N
cQ �
� (D
�o Q
c(n Q
OD
I
I
i
i
I
Building Permit # is MASON COUNTY r
BUILDING III 426 W. CEDAR `
SHELTON, WASHINGTON 98584 �
(360) 427-9670
CORRECTION NOTICE
Job Location 14. E-. )—S& S ,
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: ,,Y' �_ `,
Items listed below must be corrected to gain code compliance
L�
lV Plai� Q-5L�
I 1
I I
You r hereby otified that the above corrections shall , made BEFORE
PROCEEDING VVITH ANY FURTHER WORK
v
Call for re-inspection when corrections are made before continui g — ------
❑ Make corrections, items will be checked on next inspection /�1 ;E
XO K to ,S� Q aA r „-, l/
Department
Date Inspector
DO' 140T REMOVi THIS 'IrAG
Page No. 1 CASE HISTORY FOR CASE NO.: BLD95-0861 ,
SPOT REALTY .
NE22580 STATE ROUTE 3 BELFAIR
10/02/95
Action Description Req/ Schd/ End/ Action Notes Disp By Update Upd
Code Sent Done Done Date By
------- ------------------------------ -------- -------- -------- --------------------------------------- ---- --- -------- ---
BLDA010 Application received / / / / 06/21/95 06/21/95 KW
BLDA100 Approved For Issuance / / / / 08/28/95 DONE KS 09/05/95 KS
BLDA500 (F) Issue building permit / / / / 09/05/95 DONE NJP 09/05/95 NJP
BLDB009 Fire Marshal Review 08/24/95 / / 08/24/95 return to toni when done tks...tdh DONE DLS 08/24/95 DLS
BLDB110 Structural Plan Review 08/22/95 / / 08/28/95 I HAVE THE EH STUFF IN THE TIN BIN. WHEN DONE DH 08/28/95 DWH
YOU ARE DONE REVIEWING THE FILE, PLEASE
RETURN TO ME DIRECTLY IF POSSIBLE.
THANKS PAM.
BLDB120 WSEC Compliance Review 08/24/95 / / 08/24/95 heat pump addition. DONE TDH 08/24/95 TDH
BLDB130 Planning Review 06/27/95 / / 08/22/95 sent letter (07-07) to confirm DCD/BLDG DONE AHB 08/22/95 AHB
concerns about building over the
property line and excavation/removal of
400-500 cu yds of material. AHB
07-20-95: sent copy of application to A.
Tahja for stormwater review of this
commercial bldg.
08-22-95: ADDED CONDITIONS TO PERMIT.
AHB
BLDB134 RLC Checklist Review / / / / / / 06/21/95 KW
BLDB135 Addressing / / / / 06/28/95 DONE GMM 06/28/95 GMM
BLDB200 Environmental Health Review 06/21/95 / / 06/27/95 need to have tank pumped, show reserve HOLD PSD 08/22/95 PSD
and create records, per discussion with
Brad Banner. I called the applicant and
spoke to Bob dick, he confirmed that the
expansion will not result in an increase
in sewage volume as there will be no
change in employees. psd
8/21/95 The required stuff is in the tin
bin. psd
BLDB200 Environmental Health Review 08/28/95 / / 08/28/95 as-built and pumpers report in the file. DONE PSD 08/28/95 PSD
psd
BLDC110 Footing inspection 09/29/95 10/02/95 10/02/95 CONDITIONAL APPROVAL: COND LW 10/02/95 LAW
1. PROPERTY LINES NOT MARKED, MAINTAIN
REQUIRED SET BACKS AS PER PLANS.
2. THE 2 FT. WIDE FOOTING IS REQUIRED TO
BE 8 INCHES DEEP, WHEN LEVELING MAINTAIN
8 INCHES OF DEPTH THROUGH OUT.
3. MAINTAIN 3 INCHES OF CLEARANCE
BETWEEN THE GROUND AND BAR.(HANG BAR).
4. THE 2 FT. WIDE FOOTING FOR THE
RETAINING WALL WHERE THE PARKING STALLS
ARE, BEND VERT. REBAR STUBS 90 DEGREES.
OK TO FIX TAKE PHOTO'S AND PROCEED,
PROVIDE PHOTOS AT NEXT INSPECTION.