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Home My WebLink AboutPAR2016-00041 - PAR Letters / Memos - 12/6/2016 l d, gON CpU�.h MASON COUNTY 123Z 3�I-6oa 3d DEPARTMENT OF COMMUNITY SERVICES Building Division Mason County Bldg. 8, 615 West Alder Street, Shelton, WA 98584 18i4 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 MASON COUNTY PRE-SUBMISSION CONFERENCE NOTES • BUILDING DEPARTMENT REPRESENTATIVE: Tricia Wooleft (360) 427-9670 ext. E-Mail: • DATE: December 6, 2016 FILE • PROJECT/ PROJECT TRACKING NUMBER: PAR2016-00041 COPY • PROJECT REPRESENTATIVE (S): Steve Johnson DESCRIPTION & SIZE OF PROJECT/OCCUPANCY CLASSIFICATION & USE: 5,000 sq ft Storage Building= U occupancy; Addition 2,000 sq ft downstairs and 1,170 sq ft upstairs= Downstairs- M occupancy and upstairs- B occupancy. Complete Building Permit Applications and construction plans must include the following information: • Code Analysis: Must be completed by a Washington State Licensed Design Professional for the scope of work. • SETBACKS TO PROPERTY LINES: Provide a site plan, drawn to scale. Clearly identify all structures, including fences, parking and other similar items, with setback dimensions on site the plan. • DISTANCES TO OTHER STRUCTURES: Site plan, drawn to scale shall clearly identify distances, where required include fire-resistive details, including continuity, & tested assembly details. • FIRE RESISTANCE FOR EXTERIOR WALLS: When applicable include fire-resistive details, including continuity, &tested assembly details. • IDENTIFY TYPE OF CONSTRUCTION & PROVIDE ALLOWABLE AREA CALCULATIONS WHERE NEEDED. See Chapter 5, IBC • FIRE-RESISTIVE RATED CONSTRUCTION &TYPE OF CONSTRUCTION: Where required demonstrate compliance. Identify the location of the assembly, compliance to continuity requirements and construction details: EXTERIOR WALL (IBC704), FIRE WALL (IBC705), FIRE BARRIER (IBC706), SHAFT ENCLOSURES (IBC 707), FIRE PARTITIONS (IBC 708), SMOKE BARRIERS (IBC 709), SMOKE PARTITIONS (IBC 710), HORIZONTAL ASSEMBLIES (IBC 711), PENETRATIONS (IBC 712), FIRE- RESISTANT JOINT SYSTEMS (IBC 713), FIRE-RESISTANCE RATING OF STRUCTUURAL MEMBERS (IBC 714), OPENING PROTECTION (IBC 715), DUCT & AIR TRANSFER OPENINGS (IBC 716), CONCEALED SPACES (IBC 717), ETC, • NUMBER OF EXITS REQUIRED/OCCUPANT LOAD:(IBC 1004): Table 1004 is used to determine occupant load used to evaluate the structure for exiting purposes, plumbing fixture requirements, and other code related concerns. Include design calculations, demonstrating how occupant loads were calculated, on building plans. • EXIT FLAN: Clearly identify the exit path and exit signage on construction plans. • ENGINEERING REQUIRED: Structures that do not comply with prescriptive specifications of the 2015 International Code (IBC) shall be designed in accordance with Chapter 16 of the IBC. Referencing Washington State RCW 18.08.410 - Structures 4000 sq. ft or more shall have all plan pages reviewed and stamped by a Washington State licensed design professional. The review shall include a code evaluation addressing life-safety, plumbing & mechanical evaluation, and structural analysis. (ref. RCW 18.08.410) ALL PLAN PAGES SHALL BE STAMPED AND SIGNED BY THE DESIGN PROFESSIONAL, including plumbing and mechanical pages. • ACCESSIBILITY REQUIRED: YES, include compliance information including design calculations demonstrating compliance to Chapter 11 and details demonstrating compliance to ANSI 117.1 in effect at the time of submittal. Include information demonstrating compliance for restrooms, employee work areas, parking spaces, accessibility to structure, drinking fountain, signage, etc. When required verify that building plans contain compliance information. • PLUMBING SYSTEMS (Chapter 29 Washington Amendment to IBC): Using IBC Chapter 10, determine occupant load. The number of plumbing fixtures is determined based upon the occupant load. Plumbing fixtures need not be provided for unoccupied buildings. Permitted building shall comply. On plans include design calculations for the following: water closets (M/F), Lavatories, Drinking Fountains, etc. Referencing IBC/WAC 2902.2 separate plumbing fixtures shall be required for each sex, except when the calculated occupancy load is 15 or less, and then unisex fixtures shall be allowed. Plumbing fixture count can be for the entire facility, including all structures) for compliance purposes. Provide design calculations demonstrating how the fixture count was determined on construction plans. • NON-RESIDENTIAL ENERGY CODE: ALL enclosed spaces are required to meet the Non- Residential Energy Conservation Code (IECC/WSEC). Provide completed compliance forms (envelope & mechanical). Forms are available at: Envelope: http://neec.net/sites/default/files/neec codes/forms15/env15-v1.xlsm Mechanical: http://neec.net/sites/default/files/neec codes/forms12/MECH12-v3a.xlsm • LIGHTING: All non-residential structures shall comply with IECC/WSEC lighting requirements. Complete compliance forms and provide a lighting plan that includes switching locations. WSEC forms and information can be accessed at: Lighting: http://neec.net/sites/default/files/neec codes/forms15/LTG15-v1.xlsm • Ventilation and Indoor Air Quality Code compliance: Provide calculations and compliance documentation. • COMMERCIAL KITCHEN: Show compliance to Chapter 5 of the International Mechanical Code when a kitchen is included in the project. • GEOTECH REPORT REQUIRED? YES_X_/ NO (soils report) • OIL SEPARATOR: REQUIRED when vehicle repair work is performed. Identify location and provide construction details. • PROVIDE a SPACE FOR STORAGE OF RECYCLED MATERIAL & SOLID WASTE (WAC51-50-009): Identify the location on site plan. • SPECIAL INSPECTION: Referencing IBC Chapter 17, Section 1704.1.1. When required a Statement of Special Inspections must be prepared by registered design professional in responsible charge. A completed Special Inspection authorization form must be submitted prior to permit issuance. • INTERIOR FINISHES: Include information demonstrating compliance to Interior finishes required in IBC Chapter 8. • STORAGE SPACES: Identify material stored, anticipated quantities, height, and if hazardous, include MSDS sheets for each product. • STORAGE RACKS: greater than 5'9" shall be permitted either with the proposed project or separate building permit. Where required documents shall include design information demonstrating stability for seismic conditions. Special inspection may be necessary, reference IBC Section 1707.6 and 1705.3 (4.5), storage racks, provide compliance information. • MECHANICAL EQUIPMENT: Identify the location and type of mechanical equipment located within, and outside the structure. Address foundation and support systems for equipment. Where new equipment will be placed on site provide UL listing information and/or construction details shall be stamped by a Washington State licensed design professional. Where applicable include duct information and duct support compliance information. • FIRE MARSHAL REQUIREMENTS: Fire Marshal comments requirements including fire protection requirements and identify compliance information on the proposed building plans. Show the location of fire extinguishers and identify type. The following items must be completed for the project approval: See Attached letter and code references. • WATER SUPPLY & FIRE HYDRANT: Referencing IFC, Section 508; clearly identify fire hydrant location if one is located within 400 ft of the project. • FIRE FLOW: A copy of the approved method for determining fire flow is enclosed. Complete the Commercial fire-flow worksheet to identify fire flow and fire protection that may be necessary. Note that when fire flow is not available step 3 shall apply. See also requirements for IBC Table 503, allowable areas: 0-500 sq ft.: no protection (mitigation) needed. 501-5,999 sq ft.: Install a NFPA 72 addressable fire alarm system OR construct firewalls in accordance with IBC Section 706 to create maximum 2,000 sq ft fire areas. 6,000-12,000 sq ft.: Install NFPA 13 automatic fire sprinkler system OR install NFPA 72 addressable fire alarm system maximum 6,000 sq ft fire area with fire walls constructed in accordance with IBC Section 706, OR construct firewalls in accordance with IBC Section 706 to create maximum 2,000 ft fire areas. 12,000 sq ft. or more: Install NFPA 13 automatic fire sprinkler system. • EMERGENCY VEHICLE ACCESS: "Standards for Fire Apparatus Access Roads: adopted through Mason County Code Title 14 Section 14.17 is attached. Submit documents should clearly identify code compliance. • ADDRESSING: Referencing IFC, Section 505 and Mason County Code Chapter 14.28, all new buildings shall have an approved address. • AUTOMATIC FIRE ALARM: Referencing IFC, Section 907 and NFPA 72, when proposed provide information on plans that identifies your intent to install the alarm system. Automatic fire sprinkler system requires a separate permit. SPRINKLER SYSTEM: Referencing IFC, Section 903 and NFPA 13, when proposed provide information on plans that identifies your intent to install the NFPA 13 fire sprinkler system. • KNOX BOX: Referencing IFC, Section 506 and access shall be required. Contact your local Fire District for detail to order your Knox box. • LAND MODIFICATION: Any grading, filling or excavation in combination that exceed 200 cu yards will require a Land Modification Permit. If the project exceeds 500 cu yards it will also need a SEPA. Depending on the scope of the project you may need an engineered Stormwater Plan and Geological report to accompany this application. • SPRINKLER SYSTEM: Verify that design calculations include additional load attributed to required fire sprinkler system. Sprinkler systems require a separate permit. • SUSPENDED CEILING SYSTEMS: Provide details and specifications relating to suspended ceilings where applicable. Please note we are in a D2 seismic region. Details shall be designed and approved for seismic loading in accordance to IBC Chapter 16. Where required designate special inspection plan. • STORMWATER MANAGEMENT: A Plan must be submitted in accordance with Mason County Code Title 14.48.Stormwater Management plan must meet WA State Department of Ecology's 2005 Stormwater Regulations. PERMITS REQUIRED FOR PROJECT: o BUILDING PERMIT APPLICATIONS (each structure) o PLUMBING / MECHANICAL (each structure) o GRADING PERMIT (When greater than 200 cubic yards) o CHANGE OF USE/OCCUPANCY (When each Tenant is identified for use) o FIRE SUPPRESSION, See Fire Marshal comments (each structure) o SIGN (each business) o FENCE (Greater than 7'0" above grade) o RETAINING WALL(S) (one permit for all walls on parcel) ADDITIONAL NOTES: Current Code: 2015 IBC and 2015 IECC/WSEC. ADDITIONAL REQUIREMENT FOR PERMITING: WHEN YOU SUBMIT PERMITS YOU WILL NEED TWO (2) COPIES OF YOUR SITE/PLOT PLANS, DRAWN TO SCALE, 11X17 PAPER SIZE, ALL NECESSARY PERMIT APPLICATIONS INCLUDING THREE (3) COMPLETE SETS OF BUILDING PLANS WITH CALCULATIONS WHEN REQUIRED. (NOTE: ALL PLAN PAGES SHALL BE STAMPED BY THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE WHEN: (1)THE STRUCTURE EXCEEDS 4000 SQ. FT., (2) THE STRUCTURE IS ENGINEERED/DESIGNED. • CONSTRUCTION PLANS, drawn to scale. Include floor plan, elevations, cross section, cross section, construction details, etc. • MECHANICAL PLAN, (If a deferred submittal must be indicated on plans at submittal) • PLUMBING PLAN AND (If a deferred submittal must be indicated on plans at submittal) • NON-RESIDENTIAL ENERGY CODE/VENTILATION & INDOOR AIR QUALITY CODE INFORMATION. • A PLAN REVIEW FEE WILL BE COLLECTED WHEN THE BUILDING PERMIT IS SUBMITTED. VALUATIONS ARE BASED UPON THE MOST RECENT BUILDING STANDARDS VALUATION DATA RECOMMENDATIONS AND THE PERMIT FEE WILL BE DETERMINED BASED UPON TABLE 1-A OF THE 1997 UBC. DESIGN CRITERIA: SEISMIC ZONE: D2 WIND SPEED. 85 MPH basic 110 ultimate, Exp B (Unless proven otherwise) GROUND SNOW LOAD: 25 PSF REFERENCE CODE EDITIONS: Effective August 9, 2016 2015 INTERNATIONAL BUILDING CODE(IBC), INCLUDING APPENDIX CHAPTERS C, E AND H, EXCLUDING H106; SECTIONS 101 THROUGH 107, PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND EXCLUDING APPENDIX CHAPTERS A, B, D, F, G, I, J AND KAND, ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51- 50. 2015 INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 UNIFORM PLUMBING CODE(UPC), PUBLISHED BY THE INTERNATIONAL ASSN. OF PLUMBING AND MECHANICAL OFFICIALS (IAPMO)AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-56 AND WAC 51-57, EXCLUDING SECTIONS 102.4 AND CHAPTERS 12, 15, AND 16, PART I. 2015 INTERNATIONAL MECHANICAL CODE (IMC), PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, AND THE 2009 INTERNATIONAL FUEL GAS CODE AS ADOPTED THROUGH THE WASHINGTON STATE BUILDING CODE WAC 51-52. 2015 INTERNATIONAL FIRE CODE (IFC) PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, EXCLUDING APPENDIX A. D, AND K AND ADOPTING APPENDICES B,C,E,F, G AND ADOPTING THE WASHINGTON STATE BUILDING CODE WAC 51-54. 2015 INTERNATIONAL ENERGY CONSERVATION CODE (IECC), AS AMENDED BY WASHINGTON STATE BUILDING CODE WAC 51-11 To view the Mason County Building and Construction Code and adopted amendments go to the Mason County website at: www.co.mason.wa.us R - MASON COUNTY (360)427-9670 Shelton ext.352 f, rsoN coUNrf DEPARTMENT OF COMMUNITY DEVELOPMENT (360)275-4467 Belfair ext. 352 BUILDING•PLANNING•FIRE MARSHAL (360)482-5269 Elma ext. 352 Mason County Bldg. 8, 615 West Alder Street, Shelton,WA 98584 -— n www.co.mason.wa.us 016 PAR2016: 000 411 NOV 1 4 DATES v. /& 615 w Alder Street PRE-APPLICATION CONFERENCE REQUEST FORM The purpose of the pre-submission conference is to identify and/or eliminate as many potential problems regarding a proposal. Representatives from the Fire Marshal's Office, Building Department, 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 may include the comprehensive plan, land divisions, shoreline program, zoning, availability of sewer and potable water, development concepts, building construction, fire protection and life safety concerns of the proposed project. The pre-submission conference is intended as an informative meeting. The intent is to provide detailed information to the applicant in regards to codes and process. Incomplete applications will not be accepted. If application is deemed incomplete it will be returned. All Conferences are on Mondays (except holidays) To schedule a meeting you must complete the requirements for submittal including the required six(6) copies of detailed site plan(max. size 11"x17"). - To submit either by mail or in person at:Mason County Permit Assistance Center at 6t5 W Alder Street, Shelton WA 98584 by 3:00 PM on the Monday two weeks prior the proposed meeting. Please make check payable to: Mason County Treasurer Check amount: $460.00 Owner: ) Z_ Name: f V1 t V)S Ll l / � $� t Mailing Address: : () B tx c 1-1 0 Daytime Telephone: Yt p Email address Sc!/� 4 Fax number: Representa tive: Name: ` o Mailing Address: > co xeY `" i Daytime Telephone: yl P Email address: ()) Fax number: 7 � Tax Parcel Number0-4 digits): -3 "'(s'C� ddress: ,S�Z�or ( 12 ' *13escription of Project: j .4 41b X 6 r ♦Square footage of structure: t o Use of buildipa and rooms (i.e. office, warehouse, restaurant, storage, etc): e L., *Occupancy classification per IBC, Section 302.1, and construction type: ♦ Will grading or excavation be included in the project? If so what is an estimate the amount of grading: cut /g,>15 cy ,, fill So cy ♦ Will Forest Practices be included in the project?/Vu If so what is the estimated amount of logging: board feet s (prepared for previous ♦ Are there an historical stormwater and/or geotechnical report (p p p Y development)? Please Indicate Yes _' No ❑ ♦ Has the project been discussed during a previous Pre-Application Conference? If yes, please indicate date. 4113 i ♦ Will the building have employees? Yes ❑ NOXIf yes, how many? ♦ What is the proposed source of water? (Please indicate): ❑ Proposed Individual Well, ❑ Existing individual well, ❑ Proposed water system Existing Water System, Name of existing water system: ♦ What is the proposed source of sewage disposal? (Please indicate): x<Existing onsite sewage system, ❑ Proposed onsite sewage system, ❑ Existing sewer connection, ❑ Proposed sewer connection, Name of Sewer System connected to: ♦ Will the project include signage? Yes ❑ No If Yes, describe; size, material and location: ♦ Is there a fire hydrant located within 400 feet? Yes_X, No ❑ If, yes include on site plan. I The following items must be included (attached): ♦Provide two sets of proposal/plans including a floor plan. Max. paper size 11"x 17". ♦Provide Six(6) copies of the site plan including all items required (see page 3) Provide specific comments or specific questions we can help you with: 2 Site Plan Requirements 6 copies are required at submittal Include thefollowing information ❑ Indicate Scale and North Arrow ❑ Property line dimensions, easements, and right-of-ways. ❑ The location of all existing and proposed structures. Include square footage of existing and proposed structures. ❑ Setback distance, in feet from all property lines and structures. ❑ Existing and proposed road access to and from the site. ❑ Parking sites ❑ Location of on-site sewage tanks and drainfields. ❑ Location of drinking water supply. Include location on the proposed site and surrounding parcels. ❑ Steep slope, wetlands, streams, and bodies of water ❑ Location of fire hydrants and emergency vehicle access roads, including grade. ❑ Surface and storm water run-off routes. ❑ The site plan should be provided on letter(8.5" by 11"), legal (8.5" by 14"), or 11" by 17" (a larger one could be provided in addition to this). ❑ If there are several buildings on the site and/or proposed, to label each one A, B, C, D, ... ❑ Show EXISTING drainage features (infiltration ditches, retention ponds, etc). ❑ Show BOUNDARIES, area and volume of proposed site disturbance(this includes clearing and grading limits, proposed timber harvest activity/tree-cutting, landscaping. ❑ Show all the existing and proposed impervious surface areas (including gravel driveway, loading, parking etc) in square feet. APPLICABLE BUILDING CODES 2015 International Building Code/2015 International Residential Code 2015 International Fire Code-ANSI A117 2015 International Mechanical Code—WAC 51-42 2015 Uniform Plumbing Code—WAC 51-56/51-47 2015 International Energy Code/Washington State Energy Code—WAC 51-11C &51-11R Mason County Ordinance Title 14 &Code changes are on a 3 year cycle; effective in July of that particular year. Date of Conference: InDlk Time of Conference: LLocation of Conference: 415 N 6th Streets,, Shelton WA Planner: ext. p`J I 3 I RECEIVE® 40' NOV 16 2016 I D• 20' 10• _._._.. - 615 W. Alder Street 10•><3•DOOfl II 11 II o II II II II II II $ II N �————————————————————————————— I1 I I I 1u aw(r l-%) I I I II COVERED AREA i l 7 � II o� II I ae RGST I 5—4 II .1 1 a.a Dow I II I II STORAGE I sruRs: s"s 19'TREADS R6E , q . II R K RM OFFICE 1 g b I I I � r I] UP :' Earn. H.C. II i I O I I b E.w RTHRO_OM II 1 ELooR ORNN I II I I x{e I j j I II I II n II 3.3 aDn I I in I 11 3.5'r__''GLB BEAM I I V II I I�JII �aae II r P1 + ————————Mc ul¢_— <4�> I I NORTH t I I �tl y I II I I 1p I wnm aR svaa 8 I o It II n RETAIL AREA OPEN OFFICE I ii -I II II $ u a II x u I II €s°"EW' i. ' .. L2. �• 3.-3. 3•-3•� -Y II 40 - y II 7 1 I COVERED AREA /1.{OW / \ .a Pf PoSfS W/uET.RtisE b \ 11 I 1 ♦ ]a'.2 a'(uin.)COUCRE E RiE0.5 I / COVERGr U .ENTRY \ //�/j PEP CODE \ 11 / �RKK� \I I ---- ---- m: rAllTmrxt--- ---- L------ -----------------------1--- 1 ---L•------------� FLOOR PLAN Peninsula Topsoil PAG14 � SCALE 1/8 = 1 Fr. 08/30/16 FLOOR PLAN OF 1 ----- 17 II AMC MH i II n I III N I ' i N ;2" II I I 7�-9'--"I III An¢Warn I I I u•�w II' II wALL II —————————————————————————— I III n i 11 I I 111 / __� Ai11C AIEA I ( ATTIC PflU M III / �__� I I I II I N III - I I pw I I .�•..� III / ' I u � WALL HT.TI- I II; A»M AKA NORTH III gi '� j II I I 11 Y L ——————————- —————————— ——————— -- —� ao• UPPER FLOOR PLAN SCALE 1/8"= 1 FT. STEPHH'N JOHNSON INC. PAGE 2 08/30/16 UPPER FLOOR PLAN of 4 i IiT§TFTT I'Jill III I w5o aow eoso EAST ELEVATION SCALE 1/8'= 1 FT. n 60� ^ II ._. II i 5050 I S III 'S050 S050 i i 5050 � NI 505o 5050 �.5050 S050 I �LJ 00]0 �I NORTH ELEVATION SCALE 1/8"= 1 FT. peninsula Topscii ]PAGE 3 08/30/16 ELEVATIONS OF 4 i _J O..a 1—LI 0 O ra•ooaa ra•ooaa ^:�.,ti' - �`_�6 Yi SOUTH ELEVATION SCALE 1/ 1 FT. Peninsu/a Topsoil PAGE 4 08/30/16 ELEVATIONS of 4 ` MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT FIRE MARSHAL Mason County Bldg. III, 426 West Cedar Street, Shelton, WA 98584 www.co.mason.waus Shelton (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269 December 5,2016 "'rr► Fire Marshal Notes: sIT L,- Permit:PAR2016-00041 ;O. Name:Peninsula Topsoil LLC c/o Steve Johnson Phone:360-275-6734 Fire Marshal Review • Means of egress IFC 1008.1.9.3,Locks and latches,Isle Widths. Common path of travel to exit path not to exceed 75',common exit path not to exceed 250'total IFC 1016. • Exit Access:lFC 1014,"Egress shall not pass through adjoining or intervening rooms or areas..." • Exit signs shall be provided and internally illuminated IFC 1011 • Provide for emergency lighting. • Provide Fire Extinguishers per IFC 906 • Knox box required for Fire Department Access. Contact Fire District 11 for ordering information. • Approved plans must be onsite at all times. • If propane tanks are installed follow NFPA 58 setback requirements. (Attached) • Duct detectors are required for units with a design capacity greater than 2000cf n. • All wiring must meet NFPA 70 and be inspected by WA State L&I • Wall must meet IFC Chapter 8"Interior Finish" • Fire Access per Mason County Title 14(Attached) • Provide MSDS sheets for all chemicals being used/sold and/or stored. Complete a HMIS survey. • Hydrant placement shall comply with IFC appendix C and be equipped with 4"Storz steamer port. Provide detailed site plan of hydrant locations for approval. • Hydrants capable of producing required fire flow are required to be within 400' of the furthest comer of the building. If this is not possible mitigation is required per Mason County Fire Flow Worksheet.(Attached) • Hydrant ports shall be maintained at least 18"above finished grade. • Bollards shall be installed to protect any fire protection equipment,propane tanks, fuel storage and/or other hazardous equipment as determined by the Fire Marshal. • Fire Lane locations and marking to be submitted and approved prior to final. It is recommend that this be submitted and approved prior to permit issuance.(see redline notes) • Identify High Pile storage locations and ensure compliance with 1FC for heights and rack sprinklers if needed. Engineering will need to be submitted for some rack systems. • Required Forms: o Water Adequacy Letter o MSDS Sheets and MIDS Survey for Chemicals o L&I Electrical Final Prior to any Fire Marshal Final • Plan approval does not relieve the designer/contractor from complying with all applicable codes and requirements as adopted by Mason County and the State of Washington, not does it abrogate the requirements of the requirements of other authorities having jurisdiction. Reviewed by: my Hi FIRE ARc�sA A � i � HAS 1/2 FIRE PROTECTION SYSTEMS 2. Corridor smoke detection is not required in SectigAIJONPINtall be installed in Group occupancies smoke compartments that contain sleeping where"one of the following conditions exists: units where sleeping unit doors are equipped I combined Group M occupant load of all floors with automatic door-closing devices with inte- is 500 or more persons. gral smoke detectors on the unit sides installed in accordance with their listing, provided that 2. The Group M occupant load is more than 100 per- the integral detectors perform the required sons above or below the lowest level of exit t#s- alerting function. charge. 907.2.6.3 Group I-3 occupancies.Group I-3 occupan- Exceptions: cies shall be equipped with a manual fire alarm system 1. A manual fire alarm system is not required in and automatic smoke detection system installed for covered or open mall buildings complying with alerting staff. Section 402 of the International Building Code41 907.2.6.3.1 System initiation.Actuation of an auto- 2. Manual fire alarm boxes are not required where matic fire-extinguishing system,automatic sprinkler the building is equipped throughout with an auto- system, a manual fire alarm box or a fire detector matic sprinkler system installed in accordance shall initiate an approved fire alarm signal that auto- with Section 903.3.1.1 and the occupant notifica- matically notifies staff. don appliances will automatically activate 907.2.6.3.2 Manual fire alarm boxes. Manual fire throughout the notification zones upon sprinkler alarm boxes are not required to be located in accor- water flow. dance with Section 907.4.2 where the fire alarm 907.2.7.1 Occupant notification.During times that the boxes are provided at staff-attended locations hav- building is occupied, the initiation of a signal from a ing direct supervision over areas where manual fire manual fire alarm box or from a waterflow switch shall alarm boxes have been omitted. not be required to activate the alarm notification appli- 907.2.6.3.2.1 Manual. fire alarms boxes in jinces when an alarm signal is activated at a constantly detainee areas. Manual fire alarm boxes are attended location from which evacuation instructions allowed to be locked in areas occupied by detain- shall be initiated over an emergency voice/alarm com- ees, provided that staff members are present M6ication system installed in accordance with Section within the subject area and have keys readily 907.5.2.2. available to operate the manual fire alarm boxes. 907.2.8 Group R-1.Fire alarm systems and smoke alarms 907.2.6.3.3 Automatic smoke detection system. shall be installed in Group R-1 occupancies as required in An automatic smoke detection system shall be Sections 907.2.8.1 through 907.2.8.3. installed throughout resident housing areas, includ- 907.2.8.1 Manual fire alarm system. A manual fire ing sleeping units and contiguous day rooms, group alarm system that activates the occupant notification activity spaces and other common spaces normally system in accordance with Section 907.5 shall be accessible to residents. installed in Group R-1 occupancies. Exceptions: Exceptions: 1. Other approved smoke detection arrange- 1. A manual fire alarm system is not required in ments providing equivalent protection, buildings not more than two stories in height including,but not limited to,placing detec- where all individual sleeping units and contig- tors in exhaust ducts from cells or behind uous attic and crawl spaces to those units are protective guards listed for the purpose,are separated from each other and public or com- allowed when necessary to prevent damage mon areas by not less than 1-hour fire parti- or tampering. tions and each individual sleeping unit has an 2. Sleeping units in Use Conditions 2 and 3 as exit directly to a public way, egress court or described in Section 308 of the Interna- yard. tional Building Code. 2. Manual fire alarm boxes are not required 3. Smoke detectors are not required in sleep- throughout the building where all of the fol- ing units with four or fewer occupants in lowing conditions are met: smoke compartments that are equipped 2.1.The building is equipped throughout throughout with an automatic sprinkler sys- with an automatic sprinkler system tem installed in accordance with Section installed in accordance with Section 903.3.1.1. 903.3.1.1 or 903.3.1.2. 907.2.7 Group M. A manual fire alarm system that actp 2.2.The notification appliances will vates the occupant notification system in accordance with activate upon sprinkler water flow. 2015 INTERNATIONAL FIRE CODE' 123 FIRE PROTECTION SYSTEMS staff has accepted responsibility for care recipients pancy hazard classifications in accordance with Table already incapable. 903.2.5.2. 2. One or more care recipients that are incapable of Where the design area of the sprinkler system con- self-preservation are located at other than the level sists of a corridor protected by one row of sprinklers, of exit discharge serving such a facility. the maximum number of sprinklers required to be cal- In buildings where ambulatory care is provided on lev- culated is 13. els other than the level of exit discharge, an automatic TABLE 903.2.5.2 sprinkler system shall be installed throughout the entire GROUP H-5 SPRINKLER DESIGN CRITERIA floor where such care is provided as well as all floors LOCATION OCCUPANCY HAZARD below,and all floors between the level of ambulatory care CLASWICATION and the nearest level of exit discharge, including the level Fabrication areas Ordinary Hazard Group 2 of exit discharge. Service corridors Ordinary Hazard Group 2 903.2.3 Group E.An automatic sprinkler system shall be Storage rooms without dispensing Ordinary Hazard Group 2 provided for Group E occupancies as follows: Storage rooms with dispensing Extra Hazard Group 2 1. Throughout all Group E fire areas greater than Corridors Ordinary Hazard Group 2 12,000 square feet(1115 m2)in area. 2. Throughout every portion of educational buildings 903.2.5.3 Pyroxylin plastics. An automatic sprinkler below the lowest level of exit discharge serving that system shall be provided in buildings, or portions portion of the building. thereof, where cellulose nitrate film or pyroxylin plas- tics are manufactured, stored or handled in quantities Exception: An automatic sprinkler system is not exceeding 100 pounds(45 kg). required in any area below the lowest level of exit 903.2.6 Group I. An automatic sprinkler system shall be discharge serving that area where every class- provided throughout buildings with a Group I fire area. room throughout the building has not fewer than one exterior exit door at ground level. Exceptions: 903.2.4 Group F-1. An automatic sprinkler system shall 1. An automatic sprinkler system installed in accor- be provided throughout all buildings containing a Group dance with Section 903.3.1.2 shall be permitted F-1 occupancy where one of the following conditions in Group I-1 Condition 1 facilities. exists: � 2. An automatic sprinkler system is not required 1. A Group F-1 fire area exceeds 12,000 square feet where Group I-4 day care facilities are at the level (1115 m2). of exit discharge and where every room where 2. A Group F-1 fire area is located more than three sto- care is provided has not fewer than one exterior ries above grade plane. exit door. 3. The combined area of all Group F-1 fire areas on all 3. In buildings where Group I-4 day care is pro- vided on levels other than the level o floors, including any mezzanines, exceeds 24,000 f exit dis- square feet(2230 m2). charge, an automatic sprinkler system in 4. A Group F-1 occupancy used for the manufacture of accordance with Section 903.3.1.1 shall be installed on the entire floor where care is pro- upholstered furniture or mattresses exceeds 2,500 vided,all floors between the level of care and the square feet(232 m2). level of exit discharge and all floors below the 903.2.4.1 Woodworking operations. An automatic level of exit discharge other than areas classified sprinkler system shall be provided throughout all Group as an open parking garage. F-1 occupancy fire areas that contain woodworking e' 903.2.7 Group M.An automatic sprinkler system shall be operations in excess of 2,500 square feet in area (232 provided throughout buildings containing a Group M m2) that generate finely divided combustible waste or occupancy where one of the following conditions exists: use finely divided combustible materials. 1. A Group M fire area exceeds 12,000 square feet 903.2.5 Group H. Automatic sprinkler systems shall be (1115 provided in high-hazard occupancies as required in Sec- tions 903.2.5.1 through 903.2.5.3. — 2. A Group M fare area is located more than three sto- ries above grade plane. 903.2.5.1 General.An automatic sprinkler system shall 3. The combined area of all GroupM re areas on all be installed in Group H occupancies. 903.2.5.2 Group H5 occupancies. An automatic floors, including any mezzanines, exceeds 24,000 p - p square feet(2230 in'). sprinkler system shall be installed throughout buildings containing Group H-5 occupancies. The design of the 4. A Group M occupancy used for the display and sale sprinkler system shall be not less than that required of upholstered furniture or mattresses exceeds 5,000 under the International Building Code for the occu- square feet(464 m). 2015 INTERNATIONAL FIRE CODE" 107 FIRE PROTECTION SYSTEMS 903.2.7.1 High-piled storage. An automatic sin ler 3. The combined area of all Group S-1 fire areas on all system shall be provided as required in Chapter in all floors, including any mezzanines, exceeds 24,000 buildings of Group M where storage of merchandise is square feet(2230 m2). in high-piled or rack storage arrays. 4. A Group S-1 fire area used for the storage of com- 903.2.8 Group R.An automatic sprinkler system installed mercial motor vehicles where the fire area exceeds ' in accordance with Section 903.3 shall be provided 5,000 square feet(464 m2). throughout all buildings with a Group R fire area. 5. A Group S-1 occupancy used for the storage of 903.2.8.1 Group R-3. An automatic sprinkler system — upholstered furniture or mattresses exceeds 2,500 installed in accordance with Section 903.3.1.3 shall be square feet(232 m2). permitted in Group R-3 occupancies. 903.2.9.1 Repair garages.An automatic sprinkler sys- [F] 903.2.8.2 Group R-4 Condition 1. An automatic tem shall be provided throughout all buildings used as sprinkler system installed,,in accordance with Section repair garages in accordance with Section 406.8 of the 903.3.1.3 shall be permitted in Group R-4 Condition 1 International Building Code,as shown: occupancies. 1. Buildings having two or more stories above grade [F] 903.2.8.3 Group R-4 Condition 2. An automatic plane,including basements,with afire area con- sprinkler system installed in accordance with Section taining a repair garage exceeding 10,000 square 903.3.1.2 shall be permitted in Group R-4 Condition 2 feet(929 m). occupancies. Attics shall be protected in accordance 2. Buildings not more than one story above grade with Section 903.2.8.3.1 or 903.2.8.3.2. plane,with afire area containing a repair garage [F] 903.2.8.3.1 Attics used for living purposes, exceeding 12,000 square feet(1115 mZ). storage or fuel-fired equipment. Attics used for 3. Buildings with repair garages servicing vehicles living purposes, storage or fuel-fired equipment shall be protected throughout with an automatic Parked in basements. sprinkler system installed in accordance with Sec- 4. A Group S-1 fire area used for the repair of com- tion 903.3.1.2. mercial motor vehicles where the fire area I [F]903.2.8.3.2 Attics not used for living purposes, exceeds 5,000 square feet(464 mz). storage or fuel-fired equipment. Attics not used 903.2.9.2 Bulk storage of tires. Buildings and struc- for living purposes, storage or fuel-fired equipment tures where the area for the storage of tires exceeds shall be protected in accordance with one of the fol- 20,000 cubic feet (566 m) shall be equipped through- lowing: out with an automatic sprinkler system in accordance 1. Attics protected throughout by a heat detector with Section 903.3.1.1. system arranged to activate the building fire 903.2.10 Group S-2 enclosed parking garages.An auto- alarm system in accordance with Section matic sprinkler system shall be provided throughout build- 907.2.10. ings classified as enclosed parking garages in accordance with Section 406.6 of the International Building Code 2. Attics constructed of noncombustible materi-als. where either of the following conditions exists: 3. Attics constructed of fire-retardant-treated 1. Where the fire area of the enclosed parking garage wood framing complying with Section 2303.2 exceeds 12,000 square feet(1115 m). of the International Building Code. 2. Where the enclosed parking garage is located 4. The automatic sprinkler system shall be . beneath other groups. extended to provide protection throughout the Exception: Enclosed parking garages located attic space. beneath Group R-3 occupancies. [F] 903.2.8.4 Care facilities. An automatic sprinkler 903.2.10.1 Commercial parking garages. An auto- system installed in accordance with Section 903.3.1.3 matic sprinkler system shall be provided throughout shall be permitted in care facilities with five or fewer buildings used for storage of commercial motor vehi- individuals in a single-family dwelling. cles where the fire area exceeds 5,000 square feet(464 I 903.2.9 Group S-1.An automatic sprinkler system shall m). be provided throughout all buildings containing a Group 903.2.11 Specific buildings areas and hazards. In all S-1 occupancy where one of the following conditions occupancies other than Group U, an automatic sprinkler exists: system shall be installed for building design or hazards in the locations set forth in Sections 903.2.11.1 through 1. A Group S-1 fire area exceeds 12,000 square feet 903.2.11.6. (1115 m). 2. A Group S-1 fire area is located more than three sto- 903.2.11.1 Stories without openings. An automatic sprinkler system shall be installed throughout all sto- ries, including basements, of all buildings where the 108 2015 INTERNATIONAL FIRE CODE® TABLE A Mason County Required Fire Flow for Buildings Constructed Using the International Building Code and All Townhomes Urban Growth Area Construction Type (1) Non-Urban Growth Area DURATION REQUIRED REQUIRED DURATION (HOURS) FIRE FLOW FIRE FLOW (HOURS) (GPM) IA IIA and IV-H.T.VA HB IIIB VB (GPM) and IB IIIA WHEN TOTAL FIRE AREA IN SQUARE FEET(3)IS EQUAL TO OR LESS THAN THESE VALUES I 1,500 500 500 500 500 500 0(4) 1 11500 5,500 3,700 6,800 2,600 4,700 2,100 3,500 1,600 2,400 500 11,100 9,300 6,200 4,500 2,900 75 314 1 1,500 15,900 1, 0 1,500 I 1,500 22,700 12,700 8,200 5,900 3,600 1,250 1 1'/s 1,750 30,200 17,000 10,900 7,900 4,800 1,500 1 1'/z 2,000 38,700 21,800 12,900 9,800 6,200 1,750 1'/z 2 2,250 48,300 24,200 17,400 12,600 7,700 2,000 1% 2 2,500 59,000 33,200 21,300 15,400 9,400 2,250 2 2 2,750 70,900 39,700 25,500 18,400 11,300 2,500 .2 2 3,000 83,700 47,100 30,100 21,800 13,400 2,750 2 3 3,250 97,700 54,900 35,200 25,900 15,600 3,000 2 3 3,500 112,700 63,400 40,600 29,300 18,000 3,250 3 3 3,750 128,700 72,400 46,400 33,500 20,600 3,500 3 4 4,000 145,900 82,100 52,500 37,900 23,300 3,750 3 4 4,250 164,200 92,400 59,100 42,700 26,300. 4,000 4 4 4,500 184,400 103,100 66,000 47,700 29,300 4,250 4 4 4,750 203,700 114,600 73,300 53,000 32,600 4,500 4 4 5,000 225,200 126,700 81,100 58,600 36,000 4,750 4 4 5,250 247,700 139,400 89,200 65,400 39,600 5,000 4 4 5,500 271,200 152,600 97,700 70,600 43,400 5,250 4 4 5,750 . 295,900 166,500 106,500 77,000 47,400 5,500 4 4 6,000 GREATER GREATER 115,800 83,700 51,500 5,750 4 4 6,250 125,500 90,600 55,700 6,000 4 4 6,500 135,500 97,900 60,200 6,250 4 4 6,750 145,800 106,800 64,800 6,500 4 4 7,000 156,700 113,200 69,600 6,750 4 4 7,250 167,900 121,300 74,600 7,000 4 4 7,500 179,400 129,600 79,800 7,250 4 4 7,750 191,400 138,300 85,100 7,500 4 4 8,000 GREATER GREATER GREATER 7,750 4 (1) Types of construction are based upon IBC. (2) In Types I and II-FR construction, only the three largest successive floor areas shall be used. (3) Each portion of a building shall be considered as a separate building when separated by one or more fire walls with a fire resistance rating of not less than IBC Table 706 and meet all requirements of IBC 706 EXCEPT: NO OPENINGS ARE PERMITTED. (4) Shall not apply to IBC"H" occupancy classifications. Minimum fire flow is 500 gpm for Group H Occupancies. Mason County Fire Marshal's Office Commercial Fire-Flow Worksheet 615 W.Alder Street.Shelton,WA 98584 V 360-427-9670 or 360-275-4467 ext.352 Permit# S T Date of Application: Parcel Number: E Name: Business Name: P Phone Number: Address: 1 Use and Occupancy classification: Building Construction Type (IBC): Square footage: Fire flow as outlined in Appendix A: gpm for hour(s) Closest hydrant location from furthest corner of building (as a vehicle would drive) feet(+400 ft mitigation S required) T Deduct from fire flow required: (Not less than 1500 gpm/min) E ❑ Sprinkler System: Non-high pile (-75%) ❑ Sprinkler system: High pile(-50%) P ❑ Monitored alarm system (-250 gpm) ❑ ❑ 30 foot setbacks all sides (-250 gpm) GPM required (Table A): 2 Deductions(GPM): - Total required: Not less than 1500 gpm Do you have sufficient fire flow? ❑ Yes(stop if yes) ❑ No (go to step 3) *Step 3 may be required in addition to the fire protection requirement set by the International Fire and Building Code. (Supporting documentation must be provided from local Fire District,Water District or Authority having jurisdiction) ❑ 0-1,999 sq/ft:No mitigation needed S ❑ 2,000-5,999 sq/ft: (One of the following must be completed) T NFPA 72 addressable fire alarm system OR Maximum allowable fire area of 2000 sq/ft with Fire Walls E ❑ 6000-11,999 sq/ft: (Both must be completed or NFPA 13 automatic sprinkler system installed) P NFPA 72 addressable fire alarm system AND Maximum allowable fire area of 5,999 sq/ft with Fire Walls 3 ❑ 12,000+sq/ft: NFPA 13 automatic sprinkler system Portions of buildings that are separated by FIRE WALLS,without openings or penetrations, and constructed in accordance with the International Building Code are allowed to be considered separate fire-flow calculation areas. Reviewer: Date Completed: Comments: nor cax, MASON COUNTY -- COMMUNITY SERVICES DEPARTMENT Mason County Bldg.8, 615 W. Alder Street, Shelton, WA 98584 www.co.mason.wa.us (360)427-9670 X352 Belfair(360)275-4467 X352 STANDARDS FOR INSTALLTION OF PROPANE TANKS Intake to direct- vent appliance Y Window air conditioner ' 10 ft(min) (source of ignition) (Note i) Central A/C (m n) 10 ft(min)(Note 1) compressor 10 ft(min u ��(Note 2) \ (source of ignition) (Note 1) �2 �'vc. ilt 25 loft (min) ; 0 o min) / 2 :o (Note 2) 0 Pow/ 25 ft Crawl space opening, Nearest line of adjoining �c min) window,or exhaust fan property that can be (N � (Note 3) 10 ft(min) built upon • 25 ft(min) I /' • For SI units,1 It=0.3048 m (Note 3) Note 1:Regardless of its size,any ASME container filled on Note 2:Refer to 6.3.9. she must be located so that the filling connection and fixed maximum liquid level gauge are at least 10 it from any Note 3:This distance may be reduced to no less than 10 it for a external source of ignition(e.g.,open flame,window A/C, single container of 1200 gal(4.5 m3)water capacity or less, compressor),intake to direct-vented gas appliance,or intake provided such container is at least 25 It from any other LP-Gas to a mechanical ventilation system. container of more than 125 gal(0.5 m3)water capacity.Refer Refer to 6.3.9. to 6.3.3. FIGURE I.1(b) Abovegrotmd ASME Containers. (This figure for illustrative purposes only;code shall govern.) NFPA 58 Table 63.1 Separation distanced between containers,important buildings and other properties. Minimum Distances Water Capacity Mounded or Underground b Containers per Container e Aboveground Containers Between Containers Gallons Feet Feet Feet <125 d 10 Oe 0 125—250 10 10 0 251—500 10 10 3 501—2000 10 25 3 2001—30,000 50 50 5 Footnote a: Distances for mounded or underground tanks shall be measured from the pressure relief valve and the filling connection.No part of an underground ASME container shall be less than 10-ft from a building or property line that can be built upon. (YFPA58 6.3.4) Footnote b: The horizontal distance between the portion of a building that overhangs out of the building wall and an ASME • container of 125 gallons or more shall comply with the following: (1) The horizontal distance shall be measured from a point determined by projecting the outside edge of the overhanging structure vertically downward to grade or other level upon which the container is installed. (2) This horizontal distance shall be at least 50%of the separation distance required in Table 6.3.1. (3) This requirement shall apply only when the overhang extends more than 5-ft.from the building. (4) This requirement shall not apply when the overhanging structure is 50-ft or more than the relief valve discharge outlet. (5) This requirement shall not apply to ASN E containers,2002 to 30,000 gallons,where the container distance from a building is in accordance with NFPA 58 6.24.2. Footnote c: Access at the ends or sides of individual underground containers 125 gallons or more shall be provided in multi- container installations to facilitate working with cranes or hoists.(NFPA 58 6.3.11) Footnote d: The distance measured horizontally from the point of discharge of a container pressure relief valve to any building opening below the level of such discharge shall be in accordance with Table 6.3.9.and figure I.1(b). (NFPA 58 6.3.9) Footnote e: Cylinders installed alongside of buildings shall be positioned so that the discharge from the cylinder pressure relief device is located as follows:(1)At least 3-ft horizontally away from any building opening that is below the level of such discharge.(2)At least 5-ft in any direction away from any exterior source of ignition,opening to direct-vent(sealed combustion system)appliances,or mechanical ventilation air intakes. Cylinders shall not be located and installed underneath a building unless the space is open to the atmosphere for 50%of its perimeter or more. The distance measured horizontally from any point of discharge of a container pressure relief valve to any building opening below the level of such discharge shall be in accordance with Table 6.3.9 and Figure I.1(b).(NFPA 58 6.3.7,6.3.8,and 6.3.9) ADDITIONAL REOUIREMENTS: 1. A building permit shall be required for the installation of any sized tank serving a fixed appliance within any structure. 2. All LP tanks shall be installed in accordance to NFPA 58 and the International Fire Code. 3. Weeds,grass,brush,trash and other combustible material shall be kept not less than 10-feet from LP tanks in any direction. 4. When exposed to probable vehicular damage due to proximity to driveways,parking areas,or alleys,LP containers,regulators and piping shall be protected. intake to �1 direct-vent `�� Windw'air .;,.�.. appliarwe ditronor(source • Sit _�t igrinon) Central A/C J `(mit 3 fit a 10 flft lmin)(NWv 2 =-pressor (Note 11. (min 3yl` w (source of ignition) (min) 'Cylinders not filled on shte 1 (Note 31 l CAnder filled on she from bulk truck Crswt space opening,M windows,orexhaust fa^• For Si units,t t=0.31M m Note 1:5-ft minirriten from relict!valve it.any dire.-tior away Note 2:If the cylinder is filled on site from a bulk truck,the from any er&rior source of ignition,openings into direct- filling connection and vent valve must be at least 10 ft from vent appliances,or mechanical ventilation air intakes. any exterior source of ignition,openings into direct-vent Refer to 6.3.7. apoliances,or machanicat ventilation air intakes. 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