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HomeMy WebLinkAboutMIS99-0367 Addition - MIS Application - 6/29/1999 r Case number:MIS ��— 0 3 C 7 `JJ o IN PRE BN6�1N NFERENCE 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 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 Proper Project- By provic'ing the most accurate and detailed information on the application and site plan your pre-submissions conference will be more informative. Pre-Submission conferences are held every Wedne:,day and last approximately one hour. To schedule a meeting complete the application on both side and return 7 copies ofthe site plan to the Mason County Permit Assistance Center, attn. M. MacSems. If you have questions call (360)427-9670 ext. 281. Date: J u n e 2-q, 1999 Site Plan Applicant: Submit 7 copies Church of the azarene Name Include the following Adder 1331 E Shelton Spring Road Shelton, 98584 information on site plans: Daytime telephone 426-1298 ✓ Property lines,easements,and right- of-ways. ✓ The location of all existing and Representative proposed structures. Include square Name Foster and Wi I I iams Architects footage of existing and proposed Address P.O. Box ' 102 Shelton, WA 98584 buildings. Daytime telephone 426-051 1 ✓ Setback distance,in feet,from all property lines and buildings. Parcel Number- 12 digits ,/ Existing and proposed road access to 42012 _ 21 _ 90190 and from the site. 42012 21 90110 / 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, dminfields. occupancy classification(UBC, Table 3-A), and construction type. Provide one set ✓ Location of drinking water supply of of plans, if available. 5 ,055 square foot addition to a 3, 104 proposed site and surrounding sites. square foot church. The addition is fellowship hall , ✓ Steep bluffs,wetlands,streams, and classrooms, kitchen, offices and storage. The addition bodies of water will be V—N construction. ✓ Location of fire hydrants and emergency vehicle access roads, including grade. ✓ Surface and storm water run-off routes. II Contirrued on reverse.ride Has this project been discussed during a previous Pre-Submissim Conference? If yes,please indiczae date No f Will the building have employees? If yes,how many? 1 staff person (currently located in house on site) will be located in addition. What is the water availability of the-proposed project? If there is an existing well,what is the name of the system? Existing private well . 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. Existing septic system — ADDITI014AL CONfMENTS: 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 7 � Location: ✓/� SC 0 < L" \ ���, EXIT f-�JZKJIJC� '/ ll►. \fiJfJ�>= NELo t�W�I►JC� � 1 I h 11 1 . AA�:4,4 u" -TRATi o s _ PuTU fz� 1 P/ Tom oP SL,C)m ` \ \ r j._' 1 \ —�VriJRE PRY-1►� "fi c!J PRESEP SITE FLAW Z�f t�l C. 4up-cf o N R•T4+ 1413 � 3 -a -' + F o s t e r & W i l l i a m s Al A Architects P.O. Box 102 Shelton, Washington 98584 (206)426-0511 FAX(206)426-2926 t � / — COY 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. 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 51500 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 5allons MASON COUNTY STANDARD FORM FOR THE CALCULATION OF REQUIRED FIRE FLOW PROJECT: IV (1w CA DATE: h 41 LOCATION: DEVELOPER: AGENT: PHONE: ARCHITECT: AGENT: PHONE: BUILDING INFORMATION: NUMBER OF STORIES: FOOTPRINT: S SQ. FT. AREA OF MEZZANINES OR PARTIAL FLOORS' SQ. FT. TOTAL GROSS AREA OF BUILDING: 5 SQ. FT. TYPE OF CONSTRUCTION: (CIRCLE ONE) I. IIFR - . * II-N III-lhr. * III-N IV V-lhr. * (Z-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: 1,500 gpm 2 . IF 1-hr. AS IDENTIFIED WITH * ABOVE -250 gpm gpm SUBTOTAL: 26 o 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: 2-5©cD gpm 4 . SUBTRACT 50% FOR APPROVED SPRINKLER SYSTEM: — gpm SUBTOTAL: gpm 5. FOR EXPOSURES MULTIPLY BY 1. 00 TO 1.75** _x 1. 15 **[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= 155 = o 11-30ft. = 20% E= 1`u = 0 31-60FT. = 15% S=7you = o 61-10OFT = 10% W==ii ,�:W: 101-150FT = 5% subtotal: 0 ( .75 maximum) SUBTOTAL: 2-875 gpm TOTAL REQUIRED FIRE FLOW: M 5 gpm # AVAILABLE FIRE FLOW: gpm # PER: OF: MASON COUNTY STANDARD BASIC FLOW CHART Page 1; Type V-N, III-N, & II-N T e 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 . . . . . 0 TO 25 , 500 . . . . . 2750 TO 13 , 400 . . . . . 3000 TO 30 , 100 . . . . . 3000 TO 15, 600 . . . . . TO 35 , 200 . . . . . 3250 TO 18 , 000 350 TO 40, 600 3500 TO 20, 600 . . . . . 50 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-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 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-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 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 -200 . 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