HomeMy WebLinkAboutPAR2001-00029 Storage Bldg - PAR Application - 4/18/2001 ` _ ► I Da- S .
Case number:MIS PA I O0I-voZ
;.r.,,,MASON COUNTY
PRE-SUBMIS "'OK CONFERENCE REQUEST FORM
The purpose of the pre-submission application is to identify and/or eliminate as many potential problems as
possible in order for the project to be processed without delay. Representatives from the Building Department, Fire
Marshal's office, Environmental Health, Planning, and Public Works departments may attend the meeting to discuss rules
and regulations applicable to the proposed project. Topics covered during the meeting will include the comprehensive plan,
shoreline program, zoning,availability of sewer and potable water, development concepts, building construction, fire
protection and life safety of the proposed project. By providing the most accurate and detailed information on the
application and site plan your pre-submission conference will be more informative.
Pre-Submission conferences are held every Wednesday and last approximately one hour. To schedule a meeting
complete the application on both side and return 7 copies of the site plan to the Mason County Permit Assistance Center,
attn. M. MacSems. If you have questions call (360)427-9670 ext. 281.
Date: Site Plan
Submit 7 copies
Applicant:
Name ���C� ����'� Include the following
l � y U y information on site plans:
Address A
l ) ✓ Property lines,easements,and right-
Daytime telephone C J 5 of-ways.
✓ The location of all existing and
Representative proposed structures. Include square
footage of existing and proposed
Name buildings.
Address �007) G J S yLY /2<4
�� ,�, O [flao -03 2- y ✓ Setback distance,in feet,from all
Daytime telephone property lines and buildings_
Parcel Number: 12 digits ✓ Existing and proposed road access to
�,� - � and from the site.
./ parking sites
Description of Project: ✓ Location of on-site sewage tanks and
drainfields.
Include square footage of structure, use of buildings i.e. office,warehouse,etc,
✓ Location of drinking water supply of
occupancy classification(UBC,Table 3-A),and construction type , Provide one set r proposed site and surrounding sites.
of pl , if available.
_ EMPOLL ✓ Steep bluffs,wetlands,streams, and
bodies of water
✓ Location of fire hydrants and
emergency vehicle access roads,
including grade.
✓ Surface and storm water run-off
mutes.
Continued on reverse side
Has this project been discussed during a previous Pre-Submission Conference?If yes,please indicate date
Will the building have employees? If yes,how many? ���5��h9 &n IO yf e 1
What is the water availability of the proposed project?If there is an existing well,what is the name of the system?
-se / 6,4n -
What is planned for an on-site sewage system? If you are proposing a new on-site system provide detail on the required
site plan. i S n
ADDITIONAL COMMENTS: i
APPLICABLE BUILDING CODES:
1997 Uniform Building Code-WAC 51-40
1997 Uniform Mechanical Code-WAC 51-42
1997 Uniform Plumbing Code-WAC 51-46/51-47
1994 Non-Residential Energy Code/Ventilation and Indoor Air Quality Code
Mason County Ordinance
Date and Time Conference Scheduled: I I 9 ; Q P►1-
Location: }��a rt v<i� h c_Q_ 004,
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NON RESIDENTIAL DEVELOPMENT
INITIAL REVIEW QUESTIONNAIRE
In accordance with Washington State's Growth Management Act, the
Mason County Comprehensive Plan regulates the placement, expansion or
modification of commercial, industrial and public facilities to certain areas of the
county. In the interest of saving you time and money the Department of
Community Development requires this initial review check list to be completed and
reviewed by this department prior to the submission of any building permits.
Applicant Name �< y /Z N Phone # (3(00)
Mailing Address
Site Address
Directions to Site �` "1
Septic /C or Sewer
Water Supply
Tax Parcel # Z 3� _ Z _ `J O Dc)0
Legal Description
Type of Development
Applicant's Signature
OFFICIAL USE
IUGA Approved By
EAsting Commercial Date
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MASON COUNTY STANDARDS
GIIIDELINES FOR THE DETERMINATION OF REQIIIRED FIRE FLOW
THE FOLLOWING ARE GUIDELINES FOR THE DETERMINATION OF REQUIRED FIRE FLOW IN
MASON COUNTY. REQUIRED FIRE FLOW IS THAT AMOUNT OF WATER WHICH MUST BE
CONTINUOUSLY SUPPLIED TO A PROJECT SITE FOR FIRE FIGHTING PURPOSES AND SHALL
NOT INCLUDE DOMESTIC SUPPLIES. REFERENCE SECTION 'B' FOR THE REQUIRED
DURATION OF FIRE FLOW.
A. GIIIDELINES FOR THE CALCULATION OF REQIIIRED FIRE FLOW.
1. THE MASON COUNTY STANDARD "FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW"
DATED MARCH 1994, SHALL BE USED TO DETERMINE FIRE FLOW. EACH STEP SHALL BE
FOLLOWED IN ORDER. ONLY DECIMALS SHALL BE ROUNDED OFF.
2 . MASON COUNTY STANDARD "BASIC FLOW CHART" DATED MARCH 1994 , SHALL BE USED
WITH THE ABOVE FORM.
3 . MASON COUNTY STANDARD "CREDITS AND SURCHARGES FOR THE DETERMINATION OF
REQUIRED FIRE FLOW" DATED MARCH 1994 , SHALL BE USED WITH THE ABOVE FORM. THE
MASON COUNTY FIRE MARSHAL SHALL MAKE ALL FINAL DETERMINATIONS AS TO THE
APPLICABILITY OF CREDITS OR SURCHARGES BASED UPON EVALUATION OF THE PROJECT
PROPOSAL AND THIS REFERENCE.
4 . WHEN CONSIDERING EXPOSURES, A CHARGE IS ADDED FOR EACH OF FOUR DIRECTIONS.
ISTANCE TO OTHER BUILDINGS ON THE SAME PROPERTY, OR TO PROPERTY LINES OF
ADJACENT PROPERTY, SHALL BE CONSIDERED AS THE EXPOSURE DISTANCE. WHERE A
PROPERTY LINE IS ADJACENT TO PUBLIC RIGHT OF WAY (STREET OR RAILROAD) , THE
EXPOSURE DISTANCE MAY BE TAKEN TO THE PROPERTY LINE ON THE OPPOSITE SIDE OF
THE RIGHT OF WAY. THE FIRE MARSHAL MAY ASSESS ADDITIONAL SURCHARGES FOR
EXPOSURES NOT IDENTIFIED ABOVE WHERE, IN HIS OPINION, THESE WOULD REQUIRE THE
EXPENDITURE OF WATER RESOURCES DURING A FIRE INCIDENT (IE. STANDS OF TREES,
EQUIPMENT OR VEHICLE STORAGE) .
5. BASEMENTS AND PARKING GARAGES SHALL BE INCLUDED AS PART OF THE TOTAL GROSS
SQUARE FOOTAGE.
6 . STRUCTURES SEPARATED BY 10 FEET OR LESS SHALL BE CONSIDERED AS ONE FIRE
AREA. SEPARATION WALLS SHALL NOT BE CONSIDERED AS DIVIDING TWO FIRE AREAS IN
ANY INITIAL FIRE FLOW CALCULATION. THEY MAY BE CONSIDERED IN OVERALL FIRE
FLOW REDUCTION AFTER OTHER MEANS HAVE BEEN EXHAUSTED AND WHEN APPROVED BY THE
FIRE MARSHAL.
7 . ONE AND TWO FAMILY DWELLINGS IN TYPICAL RESIDENTIAL DEVELOPMENTS SHALL BE
CONSIDERED TO HAVE A REQUIRED FIRE FLOW OF 1500 GPM, UNLESS MODIFIED BY THE
MASON COOUNTY FIRE MARSHAL.
8 . WHERE WOOD SHINGLE ROOF DESIGNS CONTRIBUTE TO THE POTENTIAL SPREAD OF
FIRE, A SURCHARGE OF 500 GPM MAY BE ADDED.
TOTAL REQUIRED FIRE FLOW SHALL NOT BE DESIGNED TO EXCEED 3500 GPM. THE
_ IRE MARSHAL SHALL DETERMINE THE APPLICABILITY OF ALL IDENTIFIED OR POTENTIAL
CREDITS AND SURCHARGES ON A SITE SPECIFIC BASIS.
� 0. WHERE MULTIPLE BUILDINGS ARE LOCATED ON ONE SITE, THE FIRE FLOW PROVIDED
HROUGHOUT THE SITE SHALL NOT BE LESS THAN THE LARGEST REQUIRED FIRE FLOW.
11. WHERE FUTURE BUILDINGS OR PHASES ARE ANTICIPATED, THE REQUIRED FLOW SHALL
BE BASED UPON THE FUTURE BUILD OUT. WHERE THIS IS NOT POSSIBLE OR IS
UNDESIRABLE, THE PROJECT DEVELOPER ASSUMES THE RESPONSIBILITY FOR ALL FUTURE
IMPROVEMENTS NECESSARY TO PROVIDE FOR ADDITIONAL FIRE FLOW, PRIOR TO THE
ADDITIONAL PHASE OR CONSTRUCTION.
12 . FIRE ALARM SYSTEMS SHALL NOT BE CONSIDERED AS PROVIDING A CREDIT IN ANY
INITIAL FIRE FLOW CALCULATION. THEY MAY BE CONSIDERED IN SPRINKLERED
BUILDINGS, FOR OVERALL FIRE FLOW REDUCTION, AFTER OTHER MEANS HAVE BEEN
EXHAUSTED AND WHEN APPROVED BY THE FIRE MARSHAL. CREDIT SHALL NOT EXCEED 250.
B. GUIDELINES FOR THE DURATION OF REQUIRED FIRE FLOW.
1. REQUIRED FIRE FLOW: DURATION: TOTAL:
1, 000 gpm 2 hrs. 120, 000 gallons
1, 250 gpm 2 hrs. 150, 000 gallons
1, 500 gpm 2 hrs. 180, 000 gallons
1, 750 gpm 2 hrs. 210, 000 gallons
2 , 000 gpm 2 hrs. 240, 000 gallons
2 , 250 gpm 2 hrs. 270, 000 gallons
2 , 500 gpm 2 hrs. 300, 000 gallons
3 , 000 gpm 3 hrs. 540, 000 gallons
3 , 500 gpm 3 hrs. 630, 000 gallons
4 , 000 gpm 4 hrs. 960, 000 gallons
4 , 500 gpm 4 hrs. 1, 080, 000 gallons
5, 000 gpm 5 hrs. 1, 500, 000 gallons
5, 500 gpm 5 hrs. 1, 650, 000 gallons
6, 000 gpm 6 hrs. 2 , 940, 000 gallons
7 , 000 gpm 7 hrs. 2 , 160, 000 gallons
8 , 000 gpm 8 hrs. 3 , 840, 000 gallons
9 , 000 qpm 9 hrs. 4 , 860, 000 gallons
10, 000 gpm 10 hrs. 6, 000, 000 gallons
11, 000 gpm 10 hrs. 6, 600, 000 gallons
12 , 000 gpm 10 hrs. 7, 200, 000 gallons
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MASON COUNTY STANDARD
FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW
PROJECT:- " h?A- DATE: w 0 l
LOCATION: �P(&A'1-
V
DEVELOPER: AGENT:
PHONE:
ARCHITECT: AGENT:
PHONE:
BUILDING INFORMATION:
NUMBER OF STORIES: FOOTPRINT: 150 SQ. FT.
AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT.
TOTAL GROSS AREA OF BUILDING: ,4 5 v SQ. FT.
TYPE OF CONSTRUCTION: (CIRCLE ONE)
I. IIFR II Xhr. * II-N III-1hr. * 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: t2-120 gpm
2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm — gpm
SUBTOTAL: J -2 S gpm 4 r5
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%: +/- gpm
SUBTOTAL: gpm 14 3 S
4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM:- gpm
SUBTOTAL:- 7 r7 v gpm 43g
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= _
11-30ft. = 20% E=
31-60FT. = 15% S= _
61-10OFT = 10% W= _
101-150FT = 5% subtotal: -►o
( . 75 maximum) SUBTOTAL: gpm 7-443
TOTAL REQUIRED FIRE FLOW: � (Z� gpm 'Z443
# AVAILABLE FIRE FLOW: 11(o gpm "7-7G
# 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 1, 200 . . . . . . 500
TO 1, 100 . . . . . 750 TO 2 , 400 . . . . . . 750
TO 1, 700 . . . . . 1000 TO 3 , 900 . . . . . 1000
TO 2 , 600 . . . . . 1250 TO 5,800 . . . . . 1250
TO 3 , 600 . . . . . 1500 TO 8, 200 . . . . . 1500
TO 4 , 800 . . . . . 1750 TO 10, 900 . . . . . 1750
TO 6, 200 . . . . . 2000 TO 13 , 900 . . . . . 2000
TO 7,700 . . . . . 2250 TO 17, 400 . . . . . 2250
TO 9, 400 . . . . . 2500 TO 21, 300 . . . . . 2500
TO 11, 300 . . . . . 2750 TO 25, 500 . . . . . 2750
TO 13 , 400 . . . . . 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 39 , 600 . . . . . 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-1hr. III-1hr. , or II-1hr. use the base flow
figure for non-rated (-N) construction. A credit for 1hr.
construction is allowed as the second step on the "form for the
calculation of required fire flow".
MASON COUNTY STANDARD
BASIC FLOW CHART
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 3 , 300. . . . . . . 500
TO 3 ,700. . . . . . .750 TO 6, 600. . . . . . .750
TO 6, 100. . . . . . 1000 TO 10,900. . . . . . 1000
TO 9, 100 . . . . . 1250 TO 16, 200. . . . . . 1250
TO 12 ,700. . . . . . 1500 TO 22 , 700. . . . . . 1500
TO 17,000. . . . . . 1750 TO 30, 200. . . . . . 1750
TO 21,800. . . . . . 2000 TO 38,700. . . . . . 2000
TO 27,200. . . . . . 2250 TO 48, 300. . . . . . 2250
TO 33,200. . . . . . 2500 TO 59 , 000. . . . . . 2500
TO 39,700. . . . . . 2750 TO 70, 900. . . . . . 2750
TO 47, 100. . . . . . 3000 TO 83 , 700. . . . . . 3000
TO 54 ,900. . . . . . 3250 TO 97 ,700. . . . . . 3250
TO 63 ,400. . . . . . 3500 TO 112 ,700. . . . . . 3500
TO 72 ,400. . . . . . 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 203 , 700 . . . . . . 4750
TO 126,700. . . . . . 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
BIIILDING USE AS DEFINED BY THE UNIFORM BIIILDING CODE CATEGORIES
LISTED BELOW. ANY CATEGORY NOT IDENTIFIED SHALL BE ASSUMED TO HAVE
NO CREDIT.
CREDITS:
-25% . . . .R-1
LC
-20% . . . . I-1, 2 , 3
-15% . . . .E-3
-10% . . . .A-4
E-1, 2
-----------------------------------------------------------------
0 B
F-2 , S-2
M
OTHER USES NOT SPECIFIED
-----------------------------------------------------------------
SURCHARGES:
+10% . . . S-1 WITH OR WITHOUT HIGH STORAGE OF
CLASS I COMMODITIES
F-1 WITH OR WITHOUT HIGH STORAGE OF
CLASS I COMMODITIES
S-3 REPAIR GARAGES
H-4, 5, 6,7
+15% . . . S-1 WITH HIGH STORAGE OF CLASS II
COMMODITIES
F-1 WITH HIGH STORAGE OF CLASS II
COMMODITIES
+20% . . . S-1 WITH HIGH STORAGE OF CLASS III
COMMODITIES
F-1 WITH HIGH STORAGE OF CLASS III
COMMODITIES
H-3
+25% . . . S-1 WITH HIGH STORAGE CLASS IV
COMMODITIES
F-1 WITH HIGH STORAGE CLASS IV
COMMODITIES
H-1, 2