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HomeMy WebLinkAboutMIS99-0388 Pre-Submission Conference Request for Office/Retail Bldg - MIS Application - 7/7/1999 °.V, Case number:MIS _ G ID UNION MASON COUNTY CONFERENCE REQUEST FORM PERMIT ASSISTANCE CENTER 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 offim, 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: �u``/ 7 `I qrl Site Plan Applicant: 7 Submit 7 copies Name—AST hauE&eyt— Include the following Address E_2q ( 2r• 1 O !o �1.1��2,lc,�, information on site plans: Daytime telephone Property lines,easements,and right- of-ways. ✓Representative The location of all existing and proposed structures. Include square Name ( k L 1�- footage of existing and proposed {'Address - C). bo X Sq s (� ,�/� . buildings. Daytime telephone —,:k,60 ✓ Setback distance,in feet,from all property lines and buildings. Parcel Number: 12 digits ✓ Existing and proposed road access to IA 2"5'3 Z _ -1>0 - r—)co a 7 and from the site. 12 3 3 2- — SO — 0 0 0 1 ✓ Parking sites Description of Project: ✓ Location of on-site sewage tanks and Include square footage of structure, use of buildings i.e. office,warehouse, etc, drainfields. occupancy classification(UBC, Table 3-A),and construction type. Provide one set ✓ Location of drinking water supply of of plans, if available. kG 11 00 S�, proposed site and surrounding sites. cDM e>►o i rno>y- ap nKi e,45 'Pf:T k L- ✓ Steep bluffs,wetlands,streams, and bodies of water ✓ Location of fire hydrants and emergency vehicle access roads, including grade. 1 ✓ Surface and storm water run-off routes. 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? TExs. , (k�eY-1JLG**1rC UAN u�zz What is the water availability of the proposed project? If there is an existing well,what is the name of the system? 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. t\JC(J DNS(1-16 ADDITIONAL COMMENTS: 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 CodeNentilation and Indoor Air Quality. Code Mason County Ordinance Date.and Time Conference Scheduled: 7 f G� G U Location V, & 0 1 /4S7 L LZC- VFC ExAMr/UE/Z k6Z LY itiA-;o YZ 7-12/7 L4 PC� c �C�e o X S4s rvrs . 2ES(�81'T L�SSSc7 N C o v�-�e i�ev�Ce. e DATE -2'/4- 99 Q A vc-AuT: LESFER- KIZUEG.EfL PPro cC::I- : oFFSCE l(LETASL SPACE 0 ae-q,y�a �NC�1 v1 Y i Yl �tS uEN'SC�t/LaTEIt/ L ST1lmPam 'PLAWS. 17eS:cf tner Y'C�(li 1^CC� �fPE o-'F <20v)S+r ur--- ic,Y- : TYPE 3C-N O"t SYOry c kErASL 3asc� �1lot.�c.bl� ccvc�_ Z/croon Your --A-JC2E.4.f'E SEcT SbS u. 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Z-P& Or- ,Ck^--F t2A- GAT Shbc.j j�17P.rtiG- ROUTC-S s¢S,jcS •�.) tv.fLEL: C�U..p1sf� G) H) .�i1�TE2SvIL �, �,sl^ : riunscArE rAreR COLS SEE cl,,pt a8 /CI-i7 uRc, 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 1,e�4 QI GIL K(�UOV LPhone # 3bQ Zo _G cl t�, Mailing Address Site Address Z�J�J L7 �'�• C I�-� . Directions to Site Y2_► 'rP� �� Septic ✓ or Sewer Water Supply ' ^ut_ Tax Parcel # 2 3 2 - 'SO - dOdc:)—J t2332.— SU - 000(D-� Legal De �4ption IJ 04- SEZTWY-,J 3 Z M,.W 23 t J 1 V� Type of Development Applicant's Signature OFFICIAL USE Y�__ IUGA Approved By Existing Commercial Date D JUL 0 7 1999 PERMIT ASSISTANCE CENTER GARY YANDO,DIRECTOR SON.STgTF�� P c A 0 N DEPARTMENT OF COMMUNITY DEVELOPMENT U o T 2 PLANNING -SOLID WASTE-UTILITIES Z� N Y ti BLDG. I • 411 N. 5TH ST. • P.O. BOX 578 of 1864 �o SHELTON,WA 98584 • (360) 427-9670 July 12 , 1999 Lester & Rick Krueger P.O. Box 548 Belfair, WA 98528 Dear Sirs, This letter is in response to your Initial Review Questionnaire (IRQ) . You are proposing to build a structure that would provide office and retail space. According to the Mason County Comprehensive Plan your facility is located in a portion of the county that has been designated as the Belfair Urban Growth Area. According to the Mason County land use matrix (Development Regulations figure 1 . 03 . 020) what you are proposing would be classified as a conforming land use. I understand that you have already scheduled a Pre-Submission meeting for your project. At that meeting, representatives of the various county departments will have an opportunity to explain their regulations to you. After the meeting, you may submit your permit application. Sincerely, Gary Yando, Director Dept . of Community Development Recycled lA-0 Ud-R� aOV/L ar- aeol-t rc&�z am "64 . (mac � �- 14, wx�n C?V4 awo 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? What is the water availability of the proposed project? If there is an existing well,what is the name of the system? '60 F-P a_ wor TL"2 Sal 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. NC00 ONS K:E �1A�C ADDITIONAL COMMENTS: APPLICABLE BUILDING CODES: 1997 Uniform Building Code -WAC 5140 1997 Uniform Mechanical Code-WAC 5142 1997 Uniform Plumbing Code-WAC 5146/5147 1994 Non-Residential Energy CodeNentilation and Indoor Air Quality Code Mason County Ordinance Date and Time Conference Scheduled: 7 i / a O I Location: 51 ch �� C�)V $ 0 1 (Y)G,r UCGGC� MASON COUNTY FIRE MARSHAL Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton,Washington 98584 (360)427-9670 Ext. 273 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION July 14, 1999 FIRE PROTECTION ANALYSIS KRUEGER OFFICE/RETAIL FIRE FLOW ANALYSIS 3575 1 . Calculated fire flow demand is 3Wtl-- gpm, for 4 hours. 2. On 9/20/93, a flow test was conducted at the hydrant at Belfair Auto 2300 Painting. Measured fire flow was 2013 gpm. On 2/14/96, a flow test was conducted at the hydrant at the Timberland Library site. Measured fire flow was 2646 gpm. 3. The available fire flow serving the subject property is less than the calculated demand of the proposed project. 4. Two options exist to address the inadequate fire flow: a. Install a fire sprinkler system. b. Divide the building into two fire areas with a 4-hour fire wall. OTHER FIRE PROTECTION ISSUES: 1 . A fire alarm system is required to monitor the functions of the fire sprinkler system and to report to an approved central receiving station. 2. Separate plans and permits are required for fire sprinkler and fire alarm systems. 3. Portable fire extinguishers, exit signs, emergency lights and fire lanes will be located on plans submitted for permit. C7 p� 4. New hydrants are to be in place and serviceable prior to the start of 1 combustible construction. 5. FD 2 requires a KNOX BOX emergency key box on all buildings with fire protection systems. Contact FD 2 at 275-6711 to order the KNOX BOX. MASON COUNTY STANDARD FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW PROJECT: t \C Y< (.(`e DATE: 7//41 LOCATION: &?/ aA1 DEVELOPER: AGENT: PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: FOOTPRINT: Q OO SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT. TOTAL GROSS AREA OF BUILDING: 10� QC) SQ. FT. TYPE OF CONSTRUCTION: (CIRCLE ONE) I. IIFR Imo/ . * 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: 27 5 O gpm 2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm — gpm SUBTOTAL: 2775 D 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%: +/- — gpm SUBTOTAL: 2-7 5(-) gpm 2- 4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM: - — gpm Cl -315> SUBTOTAL: X I 0 gpm 1 37 5 5. FOR EXPOSURES MULTIPLY BY 1. 00 TO 1. 75** _x 1.— -361_ ** [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_=� 11-30ft. = 20% E=Sp = /0 31-6 0 FT. = 1 % S =--Afs 0 61-100FT = 10% W=(_= 0 35�5 7gg 101-150FT = o subtotal:-3A2- ( . 75 maximum) SUBTOTAL: gpm ► 7 5$ TOTAL REQUIRED FIRE FLOW: Z3575gpm 66 6t # AVAILABLE FIRE FLOW: 2(o4Z gpm .�O4 7- PER: OF: MASON COUNTY FIRE MARSHAL Mason County Bldg, III 426 W. Cedar P.O. Box 186 Shelton,Washington 98584 (360)427-9670 Ext. 273 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION July 14, 1999 FIRE PROTECTION ANALYSIS KRUEGER OFFICE/RETAIL FIRE FLOW ANALYSIS 1 . Calculated fire flow demand is 3712 gpm, for 4 hours. 2. On 9/20/93, a flow test was conducted at the hydrant at Belfair Auto Painting. Measured fire flow was 2013 gpm. On 2/14/96, a flow test was conducted at the hydrant at the Timberland Library site. Measured fire flow was 2646 gpm. 3. The available fire flow serving the subject property is less than the calculated demand of the proposed project. 4. Two options exist to address the inadequate fire flow: a. Install a fire sprinkler system. b. Divide the building into two fire areas with a 4-hour fire wall. OTHER FIRE PROTECTION ISSUES: 1 . A fire alarm system is required to monitor the functions of the fire sprinkler system and to report to an approved central receiving station. 2. Separate plans and permits are required for fire sprinkler and fire alarm systems. 3. Portable fire extinguishers, exit signs, emergency lights and fire lanes will be located on plans submitted for permit. 4. New hydrants are to be in place and serviceable prior to the start of combustible construction. 5. FD 2 requires a KNOX BOX emergency key box on all buildings with fire protection systems. Contact FD 2 at 275-6711 to order the KNOX BOX. MASON COUNTY STANDARDS GUIDELINES FOR THE DETERMINATION OF REQUIRED 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. GUIDELINES FOR THE CALCULATION OF REQUIRED 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. i 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 25%. 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 gpm 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 ' v MASON COUNTY STANDARD FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW PROJECT: � 'C k Vfu`e DATE: LOCATION: Ee/ DEVELOPER: AGENT: PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: FOOTPRINT: 0 60 SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS: SQ. FT. TOTAL GROSS AREA OF BUILDING: �0� B� SQ. FT. TYPE OF CONSTRUCTION: (CIRCLE ONE) I. IIFR II- . * 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: 27�j O gpm 2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm -" gpm SUBTOTAL: "75 O 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%: +/- — gpm SUBTOTAL: 2-7 5C7 gpm 2--7 0 4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM:- — gpm (1-3-75) SUBTOTAL:- 2750 gpm 1315 5. FOR EXPOSURES MULTIPLY BY 1. 00 TO 1.75** _x **[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= 4aO =�� 31-60FT. = 15% S=3_=-5 61-10OFT = 10% W= _ 101-150FT = 5% subtotal:_3_5 5 ( . 75 maximum) SUBTOTAL: 12- gpm TOTAL REQUIRED FIRE FLOW: I2- gpm �5L6 # AVAILABLE FIRE FLOW: Z(o4L gpm zG7- # 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 . . . TO 10, 900 . . . . . 1750 TO � . . . . . 200 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-lhr. , or II-1hr. use the base flow figure for non-rated (-N) construction. A credit for lhr. construction is allowed as the second ep 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 161200 . . . . . . 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-lhr. 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 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 I MASON COUNTY FIRE MARSHAL to L�1 Mason County Bldg. III 426 W. Cedar P.O. Box 186 Shelton,Washington 98584 (206)427-9670 CODE ENFORCEMENT FIRE INSPECTIONS FIRE INVESTIGATION PUBLIC EDUCATION October 13, 2000 TO: Mason County FD 2 FROM: Dave Salzer RE: Krueger Office/Retail Project Attached is a site plan of a proposed office/retail project being developed by Rick Krueger. The site plan shows proposed fire hydrant locations. I need confirmation or correction from FD 2 regarding the hydrant locations. As the attached fire protection analysis indicates, two options exist to meet the fire flow demand. Option 1 is to install a fire sprinkler system. Option 2 is to separate the building with a 4-hour firewall. Mr. Krueger has not decided which option to utilize. However, in the event that he selects the sprinkler system, 1 am requesting that you also indicate where you would prefer the fire department connection to be located. Mr. Krueger will be contacting FD 2 directly to confirm hydrant location. Please advise me of the results of that discussion. If you have any questions, please contact me. I ♦o ROAD CONSTRLICTION' / r o STREAM REHABILVTATi & BUFFER ENHANCER BY HOOD CANAL HEI( PROPOSED a� FIRE HYDRANT o0 / #1 OF 2 T v e � / o � � � , ••�•-,,,�``-�... .••.•��••:•• �,OJ moo\ / Q S t:: • ��rah . . .. .. .. . . :.. . . ... .. .. . ::: ::.. .'.'cn . : . boo . ......::.:.:.:'. . Lo S ti \ N .. / D1, ,o , ... �. / . . . .. . .. . . .. . . . . . .. . . . . .. . . .. . . .. .. . . . .... .. . . C-9 1 / PROP OS". FIRE HYDRA f/ ¥2OF2 cn T r--i