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BLD2009-00246
THIS BUILDING IS NOT FINALED . THIS IS AN INCOMPLETE BUILDING APPLICATION . THE PERMIT WAS NEVER ISSUED . •UILDING PERMIT APPLICAIN MRLA09 00255 eview YPe: I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: BLD09-00246 Received Date: 7/30/2009 SITE ADDRESS: 42 N WATER ST PORT HADLOCK, 98339 OWNER: NORTHWEST SCHOOL OF WOODEN PHONE: 360-385-4948 BOAT BUILDING 42 N WATER ST PORT HADLOCK WA 98339-8706 PORT HADLOCK SUBDIVISION: Block: 7 Lot: 4-5 PARCEL NUMBER: 989400703 Section: 1 Township: 29 N Range: 01 W CONTRACTOR: TBD PHONE: 205-807-2541 REPRESENTATIVE: BILL BROCK PHONE: 360-379-6625 1738 CLAY STREET PORT TOWNSEND WA 98368 PROJECT DESCRIPTIOI' REPLACE EXIST PIER, NEW BOARDWALK, GANGWAY, FLOAT & 4 MOORING BUOYS TYPE OF WORK NON SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: VALUATION 441,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2006 HEAT BASE: HEAT TYPE: OCCUPANCY: OCCUPANCY UNHEATED: #OF STORIES: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: WATER SYSTEM: BEDROOMS: BATHROOMS: Exist: 0 Exist: 0 Prop: 0 Prop: 0 Total: 0 Total: 0 — Routine nate: Type Amount Paid By: Date: Receipt: Approved/Date Permit $2,908.95 LYK 07/30/09 108797 Plan Check $1,890.82 LYK 07/30/09 108797 State Building Code $4.50 LYK 07/30/09 108797 Total: $4,804.27 w4�� cps JEFFERSOUNTY • qR `2A DEPARTMENT OF COMMUNITY DEVELOPMENT `' v `'4 621 Sheridan Street • Port Townsend •Washington 98368 360/379-4450 . 360/379-4451-Fax : �S O$ www.co.jefferson.wa.us/commdevelopment JUL 3 0 2009 ,___ Master Permit Application VILA: — — oject Description (Inc a separate sheets as necessary): �{� i r x LSr , k ��Q lr � t( .f- a LI tYl.onaor Bo lc Tax Parcel rope 1 Number: 929 �//Q 7062 y. 76 3 Size: , y? taCi9square feet) Site Address and/or Directions to Property: / .' S p • ;? M G. 1v4 97 Property Owner(s)of Record: i�I'. rlrr� f e LL�K1/I • Telephone: �iS 1 - - • _.?X: email: ail: Mailing Address: 7q V .5-fie-Pit P'd7 x �p ? ?2q) O / Applicant/A.ent if different from owner): / /l/ /NL � r / Telephone �, Fax: /�-Mg' 1100. 6,��6�T'/�or1 Mailing Address: / 33 /Jays 1l°' )PPrf T is-pi 7 A'� a ,36 g What kind of Permit?(Check ea box that applies Building ❑Variance(Minor, Major or Reasonable Economic Use) ❑ Demolition Permit ❑ Conditional Use[C(a), C(d),or C]** ❑ Single Family ❑ Garage Attached/Detached ❑ Discretionary"D"or Unnamed Use Classification anufactured Home CI Modular ID Special Use(Essential Public Facilities)** Commercial* ❑ Boundary Line Adjustment ❑ Change of Use ❑ Short Plat** ❑ Address_ ❑ Road Approach ❑ Binding Site Plan** ❑ Home Business ❑Cottagelndustry ❑ Long Plat** ❑ Propane ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑ Sign ❑ Plat Vacation/Alteration** ❑Allowed"Yes" Use Consistency Analysis ❑ Shoreline Master Program Exemption/Permit Revisions** ❑ Stormwater Management ❑ Shoreline Management Substantial Development** ❑ Site Plan Approval Advance Determination (SPAAD)* ❑Shoreline Management Variance ❑ Temporary Use ❑ Comprehensive Plan/UDC/Land Use District Map Amendment ❑Wireless Telecommunication* ❑Jefferson County Shoreline Master Program Amendment ❑ Forest Practices Act/Release of Six-Year Moratorium ❑Tree Vegetaion Request "May require a Pre—Application Conference **Requires a Pre-Application Conference Please identify any other local, state or federal permits required for this proposal, if known: DESIGNATION OF AGENT I hereby designate /I31 11 13PO��k Ito act as my agent in matters relating to pow, this application for permit(s). OWNER SIGNATURE -41:t ' 771"'" ' is -WI-44z� Date: By signing this application form,the owner/agent attests that the information provided herein,and in any attachments,is true and correct to the best of his,her or it's knowledge. Any material falsehood or any omission of a material fact made by the owner/agent with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and its employees,representatives or agents for the sole purpose of application review and any required later inspections. Staff's access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application hat a or s ants,rpnor notice. ,�j Signature: �/ i Date: aZW1 The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact up threatened or P Y 9 Y P P endangered species and could lead to a potential"take"of an endangered species as those terms are defined in the federal law known as the "Endangered Species Act"or"ESA."Jefferson County makes no assurances to the applicant that the actions that will be undertaken because this permit has been issued will not violate the ESA. Any individual,group or agency can file a lawsuit on behalf of an endangered species regarding your action(s)even if you are in compliance withlhe Jefferson County development code.The Applicant acknowledges that�he,she or it holds individual and non-transferabl�si " for ering to and complying with the ESA. The Applicant has read this disclai er // /an s��d dates it below. Signature: G:\PennitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc • BUILDER STATEMENT • The signer of this statement does hereby certify that they are the Owners of the parcel referenced herein,that they are not licensed contractors and that they will be assuming the responsibility of the General Contractor for the proposed project. Signature: Date: GENERAL CONTRACTOR OR MANUFACTURED HOME INSTALLER: PHONE: Fax: ( ) ( ) MAILING ADDRESS: EMAIL: CONTRACTOR'S LICENSE WAINS NUMBER: _ NUMBER ARCHITECT/ENGINEER: • PHONE ( ) Fax: ( ) MAILING ADDRESS: EMAIL Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: 14 New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System f)1 Repair ❑ Masonry SEP Permit# Demolition ❑ Other: Bedrooms: Water Supply: Existing: Setback: ❑ Private well ❑ Two Party Type of Heat: Proposed: ❑ Public Total: Name of System: If this is a Commercial Project you must answer the following: Number of Parking Spaces: Current: Proposed: Number of ADA Parking Spaces: Number of occupants(includes owners,tenants,employees,etc) Current Proposed IBC Occupancy: IBC Type of construction: Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: I Underground Tank i Above ground Tank Size of Propane Tank: I Heat Stove I Cook Stove I Woodstove I Fireplace Insert I Hot Water Tank I Pellet Stove I Other Is this appliance being installed in a Manufactured/Mobile Home? Yes / No When applying for a permit to install a propane tank you must also submit a site plan showing all of the buildings,all property lines, tank location and size,distances from the propane tank to all property lines,buildings and septic system components, including the reserve area. Square Footage Current Proposed For Office Use Only -. _:3.,-:,';','1. Amount Revision Main Floor Heated EH Bld App Review: .----_- 20° Floor Heated Consistency Review: C9.,1 Other Heated Base fee: (Q C40 5 Mezzanine Additional Section: A`1-7,i Heated Basement Plan Check fee: 82 Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ 4, I-1 Receipt Number: fi —T Cash/Check Number: — t ESTIMATED COST(REQUIRED) Date: r7 _ .Fair market value of all labor and materials foundation to finish J it- /1)000 Initials: 7 G:\PermitCenter\###FORMS###\DRD FORMS\Master Permit Application 12-19-2006.doc r CC H O 0 O Q LL CU J] Z LL 0 H O N H CT) o CO - )16 • -- O • O UJ CD - CU ti ) cc 0 'O - 0 0 L U ( -0 x C: -0 -1•i CO Z C U 0 = H LU O O ++ -0 H O) O) M ! -• 7 _C -C _C X I` Q -0 O C.-) C) O Z 0 C) O J O. 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CO F- LL 0 Q Q L) LL •0 2 d- F- LU LU UJ 3 CO 3 2 C= U ti CL 3 (U) 0) J 2 F- CO Z = 0) O.- I- I- Z F- O C_ Y F- LL F- U) 10 X C: Q C: U) O J O X C: 7 C_ O O O CV O CD CL CO J LU O 4-+ �. U Z CO CI- 0.. Z CO - ++ 0 CO o CO C) U) I ti CU C3 c}- 0 1- F- 0 ¢ co o C') 0) Z LO 0 0 .- o - CD ID CO O 10 L • • CO CU U CO CU •r 7) It C O F- a) -- L 3 L C= Y C - 0) O ++ CU O C) 0) ]) U) -- 7) Z .L a) U 10 a) -0 9 CO U L L CL - 0 CO CL L U CO X -1-+ U 7) X CO CO C_ 10 -- -- CO O) F- F- X 4- F- U) CO 0 if % 4- F- CC -_ 4��soN coG JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.Jefferson.wa.us/communitydevelopment �iySKo Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@co.jefferson.wa.us Building Permits&Inspections/Development Consistency Review J Long Range Planning Watershed Stewardship Resource Center To: Property Owners and Interested Parties of Jefferson County From: Carl Smith, Director Date: March 12, 2013 Subject: Code Enforcement Policy& Procedure Policy: Due to budget constraints the Department does not currently have a Code Enforcement Officer. Our limited staff resources mean we cannot pursue enforcement action on all complaint and violation cases. However, on each case, on a time-available basis, we will conduct a reconnaissance level investigation by visiting the site, taking photos and making observations to the extent possible from public access points, (or from private property if invited by the owner). Following this investigation, we will decide whether further enforcement actions will be taken. As a general rule, only the most serious health and safety issues and environmental infractions will be pursued. We regret any inconvenience this may cause. Procedure: 1. Completed complaint form is submitted; 2. Staff will enter the complaint to a tracking log and assign a case number(i.e. `COM-yr-####W); 3. As staff is available, a reconnaissance site visit will be conducted to observe the identified location and take photos; 4. Staff will enter site visit notes into the case file/tracking log and file the photos; 5. DCD management will determine if any follow-up action will be taken; 6. If yes,staff will follow the process identified in Jefferson County Code 18.50.050 and .060 as applicable. 7. Staff will not typically notify the complainant of the determination due to limited staff resources and the variable time frames for any follow-up actions. Carl Smith Page 2 Parcel Print Page 1 of 1 Parcel Number:989400703 OB/15/2014 Owner Mailing Address: NORTHWEST SCHOOL OF WOODEN BOAT BUILDING �`� 42 N WATER ST PORT HADLOCK WA 98339-8706 Site Address: 42 N WATER ST PORT HADLOCK 98339-8706 Section: 1 School District: Chimawm(49) Qtr Section: SW1/4 Fire Dist: Chimawm(1) Township: 29N Tax Status: STATE Range: 1W Tax Code: 0211 Planning area: 98339-8706 Sub Division: 9894 - PORT HADLOCK Land Use Code: 5000 98339-8706 Property Description: PORT HADLOCK BLK 7 LOTS 4(ALL),5(SE1/2)W/PTN TL "L" EXEMPT PORTION 89% SUB] TO REST COVT AFN#445969 , Q http://www.co.jeffcrson.wa.us/assessors/parcel/parcelprint.asp?PARCEL NO=989400703 9/26/2014 0 G' G W.„- ▪ G V c 2 N O > O y to N 60 d d N m a o ° a, ✓ 3 GC 7. U ,k- ' ` k. ©N cg Q p W S N .. 0 .Y y L L � O 0. 7 E 00 Q. p O G'O ^C co 0 ° � v 3 cm -o 3t Z . c Os N en M•n O O O 0 O O O o o P3 0 O ° o o ° o xi •, o ti R N N N N >.. ,i o 3 , N Y �/ O W CO a a c7 V cu of vp a OA ++ N C W W col O Z - Q°,N Q °❑ �''' ° o c °7 -� -c -o -o v_ v -e o • A _x© 0 0 0 0 0 0 0 0 0 0 0 x 7. z x x x z x x x z x a> a, o.,G� y 0 CI It d 0 °o a, N N N N U U c 0 M 0 en M N t� N 00 O en N r N N N O A N I en 00 ,_ en a, 0-, 0\ Cr, Cr, 0" '. 0 0 0 0 0 N ,. 0 0 0 0 0 N 0 N N O O 0 0 0 ON M M N N N N N o ,N. 00 00 LO .1. •W ❑ qq .. w p a, 0 C4 al q o. n p .4), pC to' C ''7' C 120.Y .7. is 0 col CU ' I\5 da 0 O N O N a d v U G. O 0 5 b 17 c QC..) U � a wx C.) P4 wQ .. Qx Qz Q V/1 N N 00 N en p+ 00 O en en 0 0 O O _ 0 0 0 0 0 0 0 O 0 4-∎ Q Q Q Q Q Q Q Q Q Q ❑ ❑ Cl CI ❑ ❑ a ❑ ❑ ❑ A o CO CO OO co CO co m Co CO CO CO CO October 13, 2009 NORTHWEST SCHOOL OF WOODEN BOAT BUILDING 42 N WATER ST PORT HADLOCK WA 98339-8706 RE: SITE ADDRESS: 42 N WATER ST CASE#: BLD09-00246 Dear NORTHWEST SCHOOL OF WOODEN: We have started the plan review process on the subject permit. Unfortunately, we are unable to finish the necessary plan review. We are in need of additional information and/or items as listed below: To Tom Aumock for Fire Review. Please submit the necessary items in order for us to complete the plan review process of this permit. If you should have any questions, please feel free to contact me at (360) 379-4450. Sincerely, Plans Examiner c: File BILL BROCK TBD o Iw _ 1 l ``--°, JEFFERSON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 621 Sheridan Street Port Townsend, WA 98368 Al Scalf, Director REQUEST FOR FIRE CODE OFFICIAL SERVICES PROJECT #: 61 - Z c ' DESCRIPTION: I41lZ1 scs,..6 A C.„jE4 - „Q , REQUESTED BY: C1I DATE: (6 r(3--L9 APPROVED BY: DATE: SERVICES COMPLETED BY: T-4/440-i_g. DATE: 02 - 0/ - 10 CODE OFFICIAL REVIEW HOURS: 2.O NOTES:.V`32 --PI i-Ze4) i REPORT ATTACHED: );2ES ONO Building Permits/Inspections Development Review Division Long Range Planning (360) 379-4450 ascalfaco.lefferson.wa.us FAX: (360) 379-4451 Thomas L. Aumock Consulting Fire Code Inspector 2303 Hendricks Street,Port Townsend,WA 98368 (360)385-3938 Email:taumock @co.iefferson.wa.us Cell:(360)643-0272 PLAN REVIEW MEMORANDUM TO: Michael Hoskins,Plans Examiner,Jefferson County B.C.D. FR: Tom Aumock,Consulting Fire Code Inspector to Jefferson County DT: 27 January 2010 RE: BLD09-0246 NW School of Wooden Boat Bldg.Pier CC: Ted Kryzinski,Deputy Chief,East Jefferson Fire&Rescue This plans examiner is in receipt of the set of plans for the above-referenced proposal from your office. The above-reference proposal was reviewed by this plans examiner relative to the International Fire Code [I.F.C.], 2006 Edition, includes applicable sections of NFPA 303 Fire Protection Standard for Marinas and Boatyards, NFPA 307 Standard for the Construction and Fire Protection of Marine Terminals, Piers, and Wharves, and NFPA 14,Standard for the Installation of Standpipe and Hose Systems. It is understood that the automatic sprinkler system, and standpipe system detail plans and specifications are deferred submittals. The following constitutes this consulting Fire Code Inspector findings and determinations based upon the plans of record submitted. Findings&Determinations: 1. The proposal was reviewed as a replacement of an existing pier,new boardwalk, gangway,and floats. According to your office, the existing two building envelopes are grand-fathered. There is work to be done under the building's wood sub-structure, some of which is over tideland. 2. Addressing for the proposal shall be consistent with Jefferson County standard for size, and be in a position as to be plainly visible and legible from the street fronting the property. Said numbers shall contrast with their background [I.F.C. Section 505]. 3. Key box access to or within the subject structure for emergency services delivery is required to be installed at the main entry and at the northeast entry location and shall be a Knox Brand,to contain key(s) to gain necessary access to the structure in its entirety. Contact the administrative office of the East Jefferson Fire&Rescue agency for application forms. [I.F.C. 506]. 4. Road access is provided for this proposal is found to be consistent with Section 503 and Appendix D fire apparatus access road design standards. 5. Access to building openings is designed consistent with the I.F.C. Section 504 that requires an approved access walkway leading from fire apparatus access road(s)to exterior openings that are required by the Fire Code or Building Code. 6. An automatic fire suppression system(sprinklers) is required under pier and boardwalk, old and new, subject to sprinklers under NFPA 307,and,a dry standpipe system for the floats under NFPA 303. a. The automatic fire sprinkler system shall be designed, installed, and certified by a licensed technician(W.A.C. 212-80) using the design provisions of NFPA 303 and 307 and related NFPA 13 sections,and; b. A complete set of as-built drawings of the system shall be filed for record with the building owner,on premises. c. Specific reference to the fire department connection [FDC] location and specifications shall be submitted and approved under the deferred submittal for the sprinkler system and dry standpipe system. d. The automatic sprinkler system shall be inter-tied with the provision of any automatic fire alarm system for the existing buildings. e. A exterior sprinkler bell is required,or electronic equivalent. f. All ground work on the fire service underground system is to be conducted by a licensed contractor with a Washington State Fire Marshal certification, with credentials submitted with deferred plan submittal. 7. The floats portion of the project shall be provided with an approved Class II standpipe installed in accordance with the NFPA 14. 8. Placement of portable fire extinguishers shall be in accordance with Chapter 5 of NFPA 10,Standard for Portable Fire Extinguishers. Further, placement of portable fire extinguishers on piers and along bulkheads where vessels are moored or are permitted to be moored shall meet the following criteria: a. Extinguishers listed for Class A,B,and C fires shall be installed at the pier/land intersection. b. Additional fire extinguishers shall be placed such that the maximum travel distance to an extinguisher does not exceed 75 ft. c. All fire extinguishers shall be maintained in accordance with NFPA 10 and is the responsibility of the owner. 9. Fire flow and fire hydrant review for this proposal is derived from the requirements of the Jefferson County Coordinated Water System Plan, and Jefferson County Department of Community Development Fire Code Official policy. The existing fire hydrants on both sides of the subject structures have not been shown to be sufficient for fire flow. The Jefferson County P.U.D. should provide flow data. A licensed sprinkler contractor shall calculate the total demand for the proposed fire protection supply system. Such demand shall be based upon a 20 psi residual pressure minimum under flow condition from the fire hydrants. Analysis of the existing system must determine any water system infrastructure deficiencies. 10. During construction, the proposal is subject to general precautions against fire provisions of Chapter 3 of the I.F.C. and related sections. Therefore, the water supply infrastructure needs to be concluded prior to over water work, if possible. Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this proposal. I have attached current NFPA documents to this report. It is my recommendation that the proposal be approved subject to the aforesaid requirements of the Codes so noted. NFPA 307 Standard for the Construction and Fire Protection of Marine Terminals,Piers,and Wharves 2006 Edition Chapter 4 Piers and Wharves 4.3.3 Combustible Substructures [Defined: "Substructure. The portion of the construction of a pier or wharf below, and including,the deck"]. 4.3.3.1 Automatic Sprinklers.A complete system of automatic sprinklers shall be installed for the protection of all combustible substructures. 4.3.3.1.1 Exemption. Requiring the installation of a complete automatic sprinkler system shall be permitted to be waived for those existing substructures specified in 4.3.3.2.5[see below]and for piers and wharves that have all of the following characteristics: (1) Solid decking that is 25 fl or less in width (2) Area that is 5000 ft'or smaller, exclusive of approach ways that are 25 ft or less in width (3) Separation distance of at least 30 ft from other structures (4) Superstructures that do not exceed 500 ft2 in individual area or 1500 ft'in aggregate area (5) Superstructures that are not less than 30 ft apart 4.3.3.1.2 Installation of Sprinklers. 4.3.3.1.2.1 Installation of sprinkler equipment shall be in accordance with the applicable provisions of NFPA 13,Standard for the Installation of Sprinkler Systems. 4.3.3.1.2.2 Where there is danger of damage to sprinkler equipment by floating objects, physical barriers shall be provided to exclude such objects. 4.3.3.2.5* Existing Substructures. 4.3.3.2.5.1 In existing substructures where, in the opinion of the authority having jurisdiction, it is clearly impractical to install and maintain an automatic sprinkler system, deck openings,and revolving nozzles, as specified in 4.3.3.2 in conjunction with the required structural barriers of 4.3.3.3 through 4.3.3.6, shall be permitted to be provided as alternate protection. 4.3.3.2.5.2 Partial automatic sprinkler equipment,manual sprinkler equipment, or any built-in extinguishing equipment that is practical to install and maintain shall be capable of preserving the integrity of the required structural barriers under fire conditions. 4.5 Superstructure Protection. 4.5.1 Automatic Sprinklers. 4.5.1.1 All superstructures shall be provided with a complete system of automatic sprinklers installed in accordance with NFPA 13,Standard for the Installation of Sprinkler Systems. 4.5.1.2 Automatic sprinklers shall not be required in small superstructures located over unsprinklered fire-resistive substructures if the following criteria are met: (1) Superstructures do not exceed 46.5 m2 (500 ft2) in individual area. (2) Total area of all structures does not exceed 139,4 m2 (1500 ft2). (3) Separation between any two structures is not less than 9 m (30 ft). NFPA 307 Standard for the Construction and Fire Protection of Marine Terminals,Piers,and Wharves 2000 Edition Chapter 3 Piers and Wharves 3.1 General. Design, all materials, and the workmanship elements of pier and wharf construction shall conform to standards and construction practices that will ensure a durable and safe structure that will withstand the forces of nature to which piers and wharves are likely to be exposed (the deteriorating influences of the environment and the expected wear and tear of operation and use), so that a safe place is provided for all occupants. 3.2 Substructure Construction. 3.2.1* Substructure Construction and Protection. Construction and protection standards for the three basic pier substructure construction types—namely,fire- resistive, noncombustible, and combustible — and also any combination of these materials in a fourth construction type defined herein as composite construction, shall conform to the requirements outlined in this chapter. (See also diagrams in Appendix B.) 3.2.2 Protection Against Mechanical Damage. Concrete or other portions of pier or wharf structures that are exposed to impact or abrasion by vessels,or are subject to damage by floating ice or debris, shall be protected by an open-fender system constructed of wood or other material approved by the authority having jurisdiction.Provisions shall be made to reduce the impact force exerted on the pier with details of construction that prevent excessive damage from ordinary operations. 3.23 Support for Walls.. When piers or wharves are located in soft or yielding bottoms where unequal loading results in unequal settlement,the substructure for supporting division walls and walls enclosing stairs,elevators,escalators,and chutes shall be separate and distinct from the structure of the pier. 3.2.4 Fire-Resistive Substructures. 3.2.4.1 General. A fire-resistive substructure shall be one having a fire resistance rating in all of its parts of not less than 4 hours. 3.2.4.1.1 If wood piles, wood cribwork,or unprotected steel piles are used, they shall not extend above low water. 3.2.4.1.2 If wood piles, wood cribwork, or unprotected steel piles are used in tidal waters,they shall not extend more than one-half the tidal range or a maximum of 1 m(3 ft)above low water. 3.2.4.2 Pier Deck. Pier decks shall be reinforced concrete, or equivalent construction, to afford a 4-hour fire resistance rating. Where railroad tracks extend onto the pier deck and are at a lower level than the deck, the sides and bottom of the depressed section shall be of the same construction as the pier deck, or of equivalent fire resistance rating. When used on the underside of the pier deck, vapor barriers, moisture shields, coatings, or finishes shall conform to the definition of noncombustible or limited combustible as defined in NFPA 220, Standard on Types of Building Construction. 3.2.4.3 Aprons. Pier aprons or platforms built along the sides or ends of the pier shall have the substructure and deck constructed to have a 4-hour fire resistance rating. 3.2.5 Noncombustible Substructures. 3.2.5.1* General. Noncombustible substructures shall meet the requirements for fire-resistive substructures in accordance with 3.2.4. Exception: Structural steel and steel piles above the critical level in relation to low water specified in 3.2.4.1 are not provided with fireproofing equivalent to a 4-hour fire resistance rating;or one of reinforced concrete for which a 4-hour resistance rating has not been established by standard test. 3.2.5.2 Pier Deck. Pier decks shall conform to the requirements of 3.2.4.2, except that the fire resistance rating requirement of fire-resistive substructures shall not apply to noncombustible pier decks. 3.2.5.3 Aprons. Pier aprons or platforms built along the sides or ends of the pier shall have the substructure and deck constructed so as to have a fire resistance rating equal to that of the pier substructure and deck. 3.2.6 Combustible Substructures. 3.2.6.1*Piles and Stiffening Members. The substructure shall be constructed of wood piles extending to the pier deck. Stiffening of the piling shall be by the use of inclined bracing piles or cross braces of timber of not less than 100 mm (4 in.) nominal minimum dimension and 20,000 mm2 (32 in.2) minimum cross-sectional area. The cross bracing shall be designed to offer a minimal surface exposed to fire and the smallest possible obstruction to the distribution of water in fighting fires under the pier deck. Deep narrow spaces between timbers shall be fire-stopped over each bent,or at least once in each timber length. 3.2.6.2 Pier Deck and Supports. The following provisions shall apply: (a) Pile caps shall consist of sawed timber not less than 200 mm(8 in.) nominal minimum dimension and 62,000 nun2 (96 in.2)minimum cross-sectional area, and the deck stringers of not less than 150 nun(6 in.) nominal minimum dimension and 46,000 mm2 (72 in.2) minimum cross-sectional area. Deck planking on stringers shall be not less than 100 mm (4 in.) in thickness, and on this shall be laid a wearing surface of 50 mm (2 in.)of wood sheathing or a layer of concrete or asphalt or other material of equivalent durability. The sheathing and deck planks shall be laid at right angles, except that in the driveways the sheathing shall be permitted to be laid diagonally. Joists 100 mm (4 in.) or less in thickness shall not be used in this type of construction. (b) Pier decks without superstructures shall have deck planking not less than 76 mm(3 in.)thick. (c) Pier decks of composite laminated timber and concrete construction shall be acceptable, provided that timbers used shall be not less than 50 mm (2 in.) in nominal thickness, and shall be treated for protection against decay,termites,or attack by marine life. (d) Any openings in pier decks, such as spaces between bull rail and pier deck, alongside railroad or crane tracks, and others made necessary for operations or equipment, shall be suitably closed to prevent debris from falling through and accumulating on substructure members. Steel angle iron, steel plate, or equivalent noncombustible material of a thickness that will resist damage and fire spread shall be used for closures and shall be permanently installed in such a manner as to accommodate operations and accomplish these objectives. (See diagrams in Appendix B.) (e) Where railroad tracks extend onto a pier at a lower level than the deck, the sides and bottom of the depressed section shall be of the same construction as the pier deck, or of equal or greater fire resistance. Side hatches shall be permitted in the walls of such depressed sections, for fire-fighting purposes, with openings normally closed by hatch covers having a fire resistance rating equivalent to the walls. 3.2.6.3 Aprons. Pier aprons or platforms built along the sides or ends of the pier shall have the substructure and deck constructed to have fire-resistive qualities equal to that of the pier substructure and deck, except that at every fire wall of the substructure and superstructure, a section of the apron or platform and its substructure shall be of fire-resistive construction,as defined in 3.2.4.This fire-resistive section shall extend for a distance of at least 3 m(10 ft)on each side of the fire wall. 3.2.7 Composite Substructures. 3.2.7.1 General. Composite construction shall be any combination of combustible and noncombustible materials (with or without fire resistance rating),described in 3.2.4. 3.2.5, and 3.2.6,not meeting the limitations in 3.2.4.1.1 and 3.2.4.1.2. 3.2.7.2 Pier Decks,Supports,Bracings,and Aprons. Pier decks, supports, bracings, and aprons shall conform to the construction requirements of 3.2.4. 3.2.5,and 3.2.6 for the type of construction used for the various portions of substructure. 3.3 Substructure Protection and Subdivision. 3.3.1 Protection and Subdivision of Noncombustible Substructures. The provision of fire walls, firestops, automatic sprinklers, and other fire-extinguishing facilities under the pier deck shall depend upon the amount of exposed steel, the fire resistance ratings of reinforced concrete construction or assemblies,and the fire hazard as determined by the authority having jurisdiction. 3.3.2*Protection and Subdivision of Composite Substructures. The provision of fire walls and firestops, automatic sprinklers, and other fire-extinguishing facilities shall conform to the requirements for combustible substructures as provided in 3.3.3 except where exposed combustible structural materials are limited to piling and intrabent bracing, and the height from low water to the top of combustible construction does not exceed the typical distance between bents;then,the provision of fire walls and firestops and the installation of automatic sprinklers or other fire-extinguishing facilities under the pier deck shall depend upon the amount and concentrations of all exposed combustible materials, fire resistance rating of the pier deck,configuration of and access to the substructure,and the fire hazard. 3.3.3 Protection and Subdivision of Combustible Substructures. 3.3.3.1 Automatic Sprinklers. A complete system of automatic sprinlders shall be installed for the protection of all combustible substructures. 3.33.1.1 The requirement of a complete automatic sprinkler system shall be permitted to be waived for those existing substructures specified in 3.3.3.3 and for piers and wharves that have all of the following characteristics: (1) Solid decking that is 7.5 m(25 ft)or less in width (2) 465 m2(5000 ft2) in area or smaller,exclusive of approach ways that are 7.5 m(25 ft)or less in width (3) Separated by at least 9 m(30 ft)from other structures (4) No superstructures exceeding 46.5 m2 (500 ft2) in individual area nor 140 m2 (1500 ft) in aggregate area,and such superstructures are not less than 9 m(30 ft)apart 3.3.3.1.2 Installation of Sprinklers. Installation of sprinkler equipment shall be in accordance with the applicable provisions of NFPA 13, Standard for the Installation of Sprinkler Systems. Where there is danger of damage to sprinkler equipment by floating objects,physical barriers shall be provided to exclude such objects. 3.3.3.1.3 Additional Installation Requirements. In addition to the applicable provisions of NFPA 13, Standard for the Installation of Sprinkler Systems, the following provisions shall apply: (a) Where narrow horizontal channels or spaces are caused by caps, stringers, ties, and other structural members and where the standard upright sprinkler does not project sufficient water upward to extinguish or control fires on the underside of the pier or wharf deck, a sprinkler that projects water upward to wet the overhead(such as a pendant sprinkler installed in an upright position or the old-style sprinkler) shall be used. Location, spacing, and deflector position shall be governed by the discharge pattern of the sprinkler and the structure being protected. The following design and installation guides shall apply where pendant sprinklers in the upright position or old-style sprinklers are to be utilized: (1) The maximum coverage per sprinkler head shall be limited to 7.5 m2(80 112). (2) Where spacing or arrangement of stringers constitutes typical open joist construction directly supporting the deck, sprinkler branch lines shall be installed between the bents at right angles to the stringers. a. Spacing between branch lines shall not exceed 3 m(10 ft). b. Sprinklers on branch lines shall be staggered and spaced not to exceed 2.5 m (8 ft) on center. (3) Where crisscross construction is involved [typically ties on stringers — see Figure 13.1(a) in Appendix Bi, closer spacing of sprinklers shall be permitted as necessary to provide wetting of the entire structure. (4) The deflectors of sprinklers on lines under stringers shall be located not less than 100 mm(4 in.) nor more than 250 mm (10 in.) below the bottom plane of the stringer, and not more than 450 mm(18 in.)below the underside of the pier or wharf deck. (5) * The sprinkler system shall be hydraulically designed in accordance with the requirements of NFPA 13,Standard for the Installation of Sprinkler Systems. a. Sprinklers shall be 12.7-mm (1/2-in.) orifice and shall discharge at a minimum pressure of 85 kPa(12.5 psi). b. Design area shall be based upon the largest area between firestops plus an additional area embracing at least two branch lines on opposite sides of the fire-stop. c. Minimum design area shall be not less than 465 m2(5000 ft2). (6) The temperature rating of the sprinkler shall not exceed 74°C(165°F). (7) The maximum area to be protected by any one system shall be limited to 2325 m2(25,000 ft2). (b) Sprinklers designed and approved specifically for protection of combustible substructures shall be installed in conformity with their listing. (c) The pipe hangers shall be placed in a location where they will be in the wetting pattern of the sprinkler to prevent the lag screws from burning or charring out, dropping sprinkler piping, and bleeding the system. The distance from the sprinkler to the hanger shall not exceed 460 nun(18 in.). (d) Horizontal and vertical bracing shall be provided at not more than 6-m (20-ft) intervals on all sprinkler piping 76 mm(3 in.)or larger that is parallel to and within 15 m(50 ft)of the face of the pier or wharf and where bracing has the possibility of being subjected to heavy fireboat nozzle streams. (e) Sprinkler systems, including hanger assemblies and bracing, in underdeck areas shall be properly protected against corrosion throughout the structure. Sprinklers shall be of corrosion-resistant type. When the fire protection design for substructures involves the use of detectors or other electrical equipment for smoke or heat detection, pre-action or deluge-type sprinkler protection, all detectors and wiring systems shall be moisture- and corrosion-proof to protect against unfavorable atmospheric conditions that exist beneath these structures. Frequent inspection and testing of these systems shall be conducted in accordance with applicable NFPA standards. (f) Water supply systems, hydrants, fire hose valves, and sprinkler systems shall be installed with adequate protection against freezing and physical damage. 3.33.2 Other Extinguishing Facilities. Deck openings to permit the use of revolving nozzles and other fire-fighting devices shall be provided for all combustible substructures in accordance with the following: (a) Openings in the pier deck shall be provided at intervals not exceeding 7.5 m(25 ft)on center to enable the fire department to place in operation, with the least possible delay, devices suitable for extinguishing underdeck fires. (1) Openings shall be over clear spaces to avoid interference by the substructure with effective operation of extinguishing devices. (2) The effective arrangement of these openings shall not exceed 64,500 mm2(100 in 2)and shall be not less than 230 mm (9 in.) in the smallest dimension, so as to readily pass the appliances for which they are intended. (3) The openings shall be provided with covers that can be removed easily. (4) Covers shall be constructed of such material, or so insulated, that they will resist the passage of heat and fire in a manner equivalent to that of the pier deck. (5) Location of openings shall be conspicuously indicated.[See also 3.2.6.2(e).] (b) All parts of the deck, including aprons, where fire fighters shall be expected to work,shall be solid and continuous,have no uncovered openings,and be virtually smoketight. (c) There shall be maintained on the pier or wharf, preferably at the land end, in readily accessible locations, a sufficient number of revolving nozzles, cellar pipes, and other devices of appropriate type with the necessary supply of hose to permit establishing two complete water curtains across the pier or wharf, and at least two additional nozzles for extinguishing purposes. In determining the number of devices that are required,consideration shall be given to the amount of such equipment carried on fire apparatus due to respond. (d) To supply water for the devices covered by this section, there shall be installed an adequate water supply and adequate hydrants or hose connections. 3.3.33* Other Extinguishing Facilities—Existing Substructures. In existing substructures where, in the opinion of the authority having jurisdiction, it is clearly impractical to install and maintain an automatic sprinkler system, deck openings and revolving nozzles, as specified in 3.3.3.2 in conjunction with the required structural barriers of 3.3.3.4 through 3.3.3.7, shall be permitted to be provided as alternate protection. Consideration shall be given to any built-in extinguishing equipment that is practical to install and maintain, such as partial automatic sprinkler equipment or manual sprinkler equipment, with particular emphasis on preserving the integrity of the required structural barriers under fire conditions. 3.33.4 Subdivision of Combustible Substructures. All substructures of combustible construction shall have the underdeck area subdivided by the following: (1) Transverse fire walls extending to low water and the full width of the pier, including aprons or platforms,at intervals not exceeding 137 m(450 ft). a. A section of the entire pier deck over the fire wall, including any aprons or platforms, shall be of fire-resistive construction,as defined in 3.2.4,to preserve the effectiveness of the fire wall. b. The fire-resistive section shall extend for a distance of at least 3 m(10 ft)on each side of the fire wall. c. The 6-m(20-ft)fire-resistive cap [3 m(10 ft)on each side of the fire wall] is not required when the fire walls constitute a continuation of the fire walls in a superstructure. (2) Transverse firestops located between fire walls. a. Spacing between fire walls and firestops or between firestops shall not exceed 46 m(150 ft). b. Firestops shall fit tightly up against the pier deck and around any structural members or pipes that pass through the firestop so that an effective barrier to fire and draft will be maintained. c. Firestops shall extend to the low water line. d. Where aprons or platforms are built along the sides of the pier,firestops shall extend to the outside edge of such platforms. (3) The requirements set forth in subsections(1)and(2)above shall be permitted to be modified where floods,tidal, or wave action render such fire walls or firestops structurally impracticable,provided equivalent protection is obtained by other means. 333.5 Types of Fire Walls. Substructure fire walls shall have a fire resistance rating of at least 4 hours and shall be constructed of reinforced concrete or of other materials that are equivalent in stability and have an equivalent fire resistance rating. Walls shall be free of holes and shall extend to low water. 3.3.3.6* Types of Firestops. Firestops shall have a fire resistance rating of not less than 1 hour and shall be constructed of 150 mm(6 in.) of reinforced concrete or other materials that are equivalent in stability and resistance to physical damage. 3.3.3.7 Existing Substructures. For existing substructures where, in the opinion of the authority having jurisdiction, the standard fire walls required in 3.3.3.5 are impractical, approved firestops installed every 46 m (150 ft) and constructed as specified in 3.3.3.6, shall be permitted to be used as alternate protection. 3.4 Superstructure Construction. 3.4.1*Material Requirements. The type of material or combination of materials used in superstructure construction shall meet the general construction provisions of Section 3_l,and when protected in accordance with this standard shall be of any of the types of construction described in NFPA 220,Standard on 7)pes of Building Construction. 3.4.2 Exterior Wall Requirements. Exterior walls that are less than 9 m(30 ft) from other buildings or from property lines shall be constructed of not less than 4-hour fire-resistive construction, and openings in such walls shall be protected by labeled protective devices in accordance with NFPA 80, Standard for Fire Doors and Fire Windows. Exterior walls shall be provided with suitable access to the building interior at intervals not exceeding 60 m(200 ft)for the use of fire fighters,guards,and workers. 3.5 Superstructure Protection. 3.5.1 Automatic Sprinklers. All superstructures shall be provided with a complete system of automatic sprinklers installed in accordance with NFPA 13,Standard for the Installation of Sprinkler Systems. Automatic sprinklers shall not be required in small superstructures located over unsprinklered fife-resistive substructures if (1) Such superstructures do not exceed 46.5 m2(500 112)in individual area. (2) The total area of all such structures does not exceed 139.4 m2(1500 ft2). (3) The separation between any two such structures is not less than 9 m(30 ft). 3.5.2*First Aid Fire Appliances. Portable fire appliances and 38-mm (11/2-in.) standpipe connections shall be installed, distributed, and their locations marked in accordance with NFPA 10, Standard for Portable Fire Extinguishers; NFPA 13, Standard for the Installation of Sprinkler Systems; and NFPA 14,Standard for the Installation of Standpipe, Private Hydrant, and Hose Systems. NFPA 14,Standard for the Installation of Standpipe and Hose Systems,2010 Edition Chapter 8 Plans and Calculations 8.1* Plans and Specifications. 8.1.1 Plans accurately showing the details and arrangement of the standpipe system shall be furnished to the authority having jurisdiction prior to the installation of the system. 8.1.2 Plans shall be clear, legible, and drawn to scale. 8.1.3 The drawings shall show the location, arrangement, water supply, equipment,and all other details necessary to establish compliance with this standard. 8.1.4 The plans shall include specifications covering the character of materials used and shall describe all system components 8.1.5 The plans shall include an elevation diagram, and the vertical elevation of each floor shall be indicated. 8.2 Hydraulic Calculations. 8.2.1 Standpipe system piping shall be sized by hydraulic calculations. 8.2.2 A complete set of calculations shall be submitted with the plans. 8.2.3 Hydraulic calculations shall be prepared on form sheets that include a summary sheet, detailed worksheets, and a graph sheet. [13:14.3.1] 8.2.4 Summary Sheet. The summary sheet shall contain the following information, where applicable: • (1)Date • (2)Location • (3)Name of owner and occupant • (4)Building number or other identification • (5)Description of hazard • (6)Name and address of contractor or designer • (7)Name of approving agency • (8)System design requirements,as follows: o (a)Number of standpipes flowing o (b)Minimum rate of water application gpm(L/min) • (9)Total water requirements as calculated, including allowance for inside hose, outside hydrants, and sprinklers for buildings with partial sprinkler protection [13:22.3.2] 8.2.5 Detailed Worksheets. Detailed worksheets or computer printout sheets shall contain the following information: • (1)Sheet number • (2)Hose connection description and discharge constant(K) • (3)Hydraulic reference points • (4)Flow in gpm(L/min) • (5)Pipe size • (6)Pipe lengths, center-to-center of fittings • (7)Equivalent pipe lengths for fittings and devices • (8)Friction loss in psi/ft(bar/m)of pipe • (9)Total friction loss between reference points • (10)Devices per 8.3.1.5 • (11)Elevation head in psi (bar)between reference points • (12)Required pressure in psi (bar)at each reference point • (13)Velocity pressure and normal pressure if included in calculations • (14)Notes to indicate starting points or reference to other sheets or to clarify data shown [13:22.3.3] 8.2.6 Graph Sheet. A graphic representation of the complete hydraulic calculation shall be plotted on semi-exponential graph paper(Q185)and shall include the following: • (1)Water supply curve • (2)Standpipe system demand • (3)Hose demand(where applicable) • (4)Partial sprinkler demand where applicable (see 7.10.1.3.2) P<-"b dv�� v vs c (t4fc'o 3 5 41\ii --trg7 tdeL GJOS1- P Kr2r- Q l �� rYS 0,11A1 , cis nitpot J3uor JEFFERSON COUNTY PERMIT CENTER - t APPLICANT: (�ty4+ A s-r fir ()c u4c1,, PHONE:_3`19-(c(a25 SITE ADDRESS: 4Z. N 0 �� �# DAT • -7- -cq . 1. HEALTH APPROVAL PIO SEPTIC PERMIT # SEP WATER FOOD SERVICE 2. SHORELINE BANK HEIGHT SETBACK 3. FLOOD ZONE 4. FOREST PRACTICE APP (CLASS ) 5. PLANNING APPROVAL � `6. CRITICAL AREA REVIEW 7-ZONING 8. HEIGHT 9. LOT COVERAGE 10. ADDRESS 11. FEE �ONTRACTOR'S LICENSE {' ` T3. ENERGY SHEET 14. BOND HOLDER/LENDER 15. NTT 16. SETBACKS 17. PROVIDE WA STATE ENGINEER STAMP/ARCHITECT'S STAMP 18. STORMWATER SITE PLAN 19. D.O.T. ACCESS APPROVAL 20. FIRE FLOW FOR COMMERCIAL STRUCTURES is 21 . PLAN)REVIEW OCCUPANCY: 22. TYPE OF CONST: 23. EXPOSURE: 24. WIND: 25. Afry-.uuAw (& -(1 -- SNOW: 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39.