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HomeMy WebLinkAboutBLD2014-00172 •UILDING PERMIT APPLI CA-ON BLD14-00172 Review Type: Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT#: BLD14-00172 Received Date: 5/16/2014 SITE ADDRESS: 313 NESS' CORNER RD PORT HADLOCK, 98339 OWNER: CHIMACUM SCHOOL DIST#49 PHONE: PO BOX 278 CHIMACUM WA 98325-0278 SUBDIVISION: Block: Lot: T 196 PARCEL NUMBER: 901023010 Section: 2 Township: 29 N Range: 01 W CONTRACTOR: TBD PHONE: 253-584-6606 REPRESENTATIVE: PHONE: PROJECT DESCRIPTIOI! Add security door and improve OPTP room at Chimacum primary school TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ALT MAIN: INDUSTRIAL: VALUATION 70,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: CONST TYPE: OTHER: SHORELINE: CONST TYPE: GARAGE: SETBACK: DECK: BANK HEIGHT: SEWAGE DISPOSAL: OSS NUMBER OF EMPLOYEES: WATER SYSTEM: 05783 BATHROOMS: Exist: Prop: Total: Routing Date: Type Amount Paid By: Date: Receipt: Approved/Date Permit $0.00 MEB 05/16/14 Plan Check $0.00 MEB 05/16/14 P �`= i_ State Building Code $0.00 MEB 05/16/14 Total: $0.00 Jefferson County DOD Wirlumor4 tio+.enrme1 RI Il Ann PIA rn4 F/1 R/9l11A • SON C Q4 °o JEFFERSON COUNTY — Esc-) ?t ,cs�Yter. , �4 DEPARTMENT OF COMMUNITY DEVELOPMENT ° It'll ., 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitvdevelopment Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd(a)co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review I Long Range Planning I Watershed Stewardship Resource Center Master Permit Application MLA: Project Description(include separate sheets as necessary): ,.N ,,•■v..., Chimacum Creek Primary School -Add security door& improve OPTP room. Tax Parcel Number: Oc OZ2 bb - 0\ 0 Property Size: 11.81 acres (acres/square feet) Site Address and/or Directions to Property: 313 Ness Corner Road, Port Hadlock, WA 98339 Property Owner(s)of Record: Chimacum School District Telephone 253 °? ' t�VU✓ - . Fax: email: henry_florschuftz @aag. 5 Y q.v Mailing Address: U Applicant/Agent(if different from owner): Raymond Mow,AIA Erickson McGovern Architects Telephone:(253)531-0206 Fax: (253)531-9197 email: ray @ericksonmcgovern.com Mailing Address: 101 E 26th Street Suite 300 Tacoma,WA 98421 What kind of Permit?(Check each box that applies ❑Lot or Road Segregation IilBuilding ❑ Critical Areas Stewardship Plan ❑ Demolition Permit ❑Variance(Minor, Major or Reasonable Economic Use) ❑Single Family ❑Garage Attached/Detached ❑ Conditional Use[C(a), C(d),or C]** ❑ Manufactured Home ❑ Modular ❑ Discretionary"D"or Unnamed Use Classification ❑ Commercial* ❑ Special Use(Essential Public Facilities)** ❑ Change of Use ❑ Boundary Line Adjustment ❑ Address ❑ Road Approach ❑Short Plat** ❑ Home Business ❑Cottage Industry ❑ Binding Site Plan** ❑ Propane ❑ Long Plat** ❑Sign ❑ Planned Rural Residential Development(PRRD)/Amendments** ❑Allowed"Yes"Use Consistency Analysis ❑ Plat Vacation/Alteration** ❑Stormwater Management ❑Shoreline Master Program Exemption/Permit Revisions'"* ❑Site Plan Approval Advance Determination(SPAAD)* ❑Shoreline Management Substantial Development** ❑Temporary Use ❑Shoreline Management Variance ❑Wireless Telecommunication* ❑Comprehensive Plan/UDC/Land Use District Map Amendment ❑Forest Practices Act/Release of Six-Year Moratorium ❑Jefferson County Shoreline Master Program Amendment *May require a Pre—Application Conference ❑Tree Vegetation Request **Requires a Pre-Application Conference Please identify any other local,state or federal permits required for this proposal, if known: None DESIGNATION Erickson McGovern ArchiieiSGNATION OF AGENT I hereby designate �//,� to act as my agent in matters relating to this application for permit(s). OWNER SIGNATURE /---X4 ASS+ 5'719 C SD 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 its 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. Staffs access and right of entry will be assumed unless the applicant informs the County in writing at the time of the application at he or she wants prior notice. — CS D Ohl 347 7 42001 Si nature: Date: The action or actions Applicant will undertake as a result of the issuance of this permit may negatively impact upon one or more threatened or 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 with the Jefferson County development code.The Applicant acknowledges that he,she or it holds individual and non-transferable responsibility adhering to and complying with the ESA. The Applicant has read this disc) me and signs and dates it below. Signature: C S © O N Date: 3-17 2 4 t`/ 07/24/2013 1 _ • • 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: Pending Public Bid (253 )531-0206 ( ) MAILING ADDRESS: EMAIL: henry_florschuutz@ es. \tot al c9 CONTRACTOR'S LICENSE WAINS NUMBER: NUMBER ARCHITECT/ENGINEER: Erickson McGovern Architects PHONE (253 )531-0206 FAX:( ) MAILING ADDRESS: EMAIL henry_florschutz @esgetg C Sc,kt9,U('i Project Type: Frame Type: Bathrooms: Shoreline: Type of Sewage Disposal: ❑ New ❑ Wood Existing: ❑ Sewer ❑ Addition ❑ Steel Proposed: Bank ❑ Community System ❑ Alteration/Remodel ❑ Concrete Total: Height: ❑ Individual System ❑ 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: 72 Proposed: no change Number of ADA Parking Spaces:3 Number of occupants(includes owners,tenants,employees,etc) Current 300 Proposed no change IBC Occupancy: E IBC Type of construction: 5B Will you have Food Service? Yes / No If this is a Propane Tank and/or Appliance Installation permit,mark all items below that apply: Underground Tank Above ground tank Size of Propane Tank: Heat Stove Cook Stove Woodstove Fireplace.nsert rehtO i evotS telleP I knaT retaWtoH i 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 Amount Revision Main Floor Heated EH Bld App Review: 2n0 Floor Heated Consistency Review: Other Heated Base fee: Mezzanine Additional Section: Heated Basement Plan Check fee: Unheated Basement State Surcharge fee: Other Unheated Pot Water Review fee: Garage/Carport SUBTOTAL Decks 911/Rd Approach fee: Other TOTAL: $ Receipt Number: Cash/Check Number: ESTIMATED COST(REQUIRED) Date: •Fair market value of all labor and materials foundation to finish Initials: t 07/24/2013 i k4*,ooN JEFFERSON COUNTY DEPARTMENT CAF COMMUNITY` EVE OPMENT 621 Sheridan Street Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitvdevelopment %101 Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@co.iefferson.wa.us Building Permits&Inspections I Development Consistency Review 1 Long Range Planning J Watershed Stewardship Resource Center LIFE/ FIRE AND CONSISTENCY REVIEW CHECKLIST A COMPLETE APPLICATION CONSISTS OF: MASTER PERMIT APPLICATION. Must be signed by property owner of record. FLOOR PLANS. One floor plan showing existing structures and uses. One floor plan showing proposed structure and uses. THE SITE PLAN. Please include all information requested on the site plan checklist. If the size of the site plan is larger than 11" x 17" you must provide us with 7 copies at the time of application. We cannot copy documents larger than 11"x 17". LIFE/FIRE AND CONSISTENCY REVIEW APPLICATION. The application asks for number of employees, number of bathrooms, number of parking spaces, square footage, heat source, and water source. Please sign and date. LANDSCAPE PLAN. Please include location and type of signs, vegetation, parking spaces, including handicap parking and route of travel. PRE-APPLICATION CONFERENCE. The Development Review Division will determine if your project requires a zoning permit or a pre-application conference. This may be accomplished by phoning the Planner of the Day. PERMIT FEES. Payable at time of application. te (Icc r C JEFFERSON COUNTY w r., DEPARTMENT OF OMMUNITY DEVELOPMENT 621 Sheridan Street I Port Townsend,WA 98368 I Web:www.co.iefferson.wa.us/communitydevelopment �qso Tel:360.379.4450 I Fax:360.379.4451 I Email:dcd@co.jefferson.wa.us ING Building Permits&Inspections 1 Development Consistency Review 1 Long Range Planning J Watershed Stewardship Resource Center LIFE / FIRE AND CONSISTENCY REVIEW APPLICATION Please check one: I CHANGE OF USE II REVIEW SITE ADDRESS: ZIP 9 DIGIT PARCEL ID NUMBER Legal Description: Subdivision Name Block Lot(s) Section Township North, Range WM APPLICANT PHONE MAILINGADDRESS ZIP PROPERTY OWNER PHONE MAILING ADDRESS ZIP CURRENT USE(S) PROPOSED USE(S) SEPTIC PERMIT NUMBER IBC OCCUPANCY IBC TYPE OF CONSTRUCTION Classification Classification NUMBER OF BEDROOMS NUMBER OF BATHROOMS WATER PROPOSED PROPOSED ❑ Public Water EXISTING EXISTING ❑ Private Well TOTAL TOTAL ❑ 2-party Well EXISTING#OF PARKING SPACES #OF HANDICAP PARKING SPACES CURRENT NUMBER OF OCCUPANTS(includes owners, PROPOSED NUMBER OF OCCUPANTS(includes owners, tenants,employees,etc) tenants,employees,etc) CURRENT TOTAL SQUARE FOOTAGE(includes decks,porches,outbuildings,shed...etc) PROPOSED TOTAL SQUARE FOOTAGE(includes decks,porches,outbuildings,shed...etc) APPLICANT SIGNATURE DATE FOR OFFICE USE ONLY CONSISTENCY REVIEW $ BASE FEE RECEIPT# STATE SURCHARGE 4.50 CASH/CK# TOTAL DATE ! /` i g i.f 0 A 2 4111 111111 2 til .=.= _ - _ I i 11111 z ,— 191! . l L A a rn 44 �11 © I 1 1 = 1 Z D t .€.. Yr x 1111 $ Zp pi o S 5 CI c 0 000 O •� it Ir07Oii'rlir. a e, A:, i 'DV '/' II"m 1 a,za f \ \ he o • � ® dL��� R O �� �� {� ® R' qk *-m (C : am bCeoe 0 O®O m IIII�MIal3 ; L4•,�0I 1 ¢ @@ ¢l a i $ $ n 6���f IAFAI p' � w:NR1I „y In z � r e X m ; ; ` ill 11111111E 111 P M g 0 l i•= g O V a a 999 @ ii/ 8111, a v �—_I�®� `41M i Th c_.`ill lilt;d l p 4 Z I\b x ,�l N `2k; 0 e i iii a 11 1 8 .-W p m - 1 1 �i�, i t op: I,, r I I —, T� ®I��wcawnrm pp$ a a -..@�1 i i Cr�r66r a �` O 14 �{, 1 \i- — F.For '1O. ^(�I/H. , TiF k.,-.All — :,: ..•:'.:- "Nt / 40 BSS I „� 1, ' ' ,//4. 8 :2 I\ .111., r' ;4-‘11ES‘4,, '-'."1 I r 4 . ---, ,....7, 0 -4„ O �'_71 HH r I r —1— is i� e�y, ` s yN Z 0g CSI g A B1 111/\,\ 6 ,\ ”. q 6s u 'I' 1ijj *` $ I A Al a1 L----` •1 i .:J J N i if FLOOR PLAN,REFELCTED CEILING PLAN AND DEMOLITION PLAN ERICKSON•MCGOVERN A b ?§ ICS CHIMACUM CREEK PRIMARY SCHOOL MINOR IMPROVEMENTS CHIMACUM SCHOOL DISTRICT No.49 Sally Ellis From: Sally Ellis Sent: Wednesday, July 09, 2014 8:52 AM To: 'taumock @cablespeed.com' Cc: Mary Blain; Jim Coyne Subject: BLD14-00172 Chimacum Primary School remodel Good morning Tom, I was contacted by Wes Hamilton last Thursday 7/3/14 regarding the project at Chimacum Primary School They are doing a small remodel- In this remodel-one of the sprinkler head is being moved-due to the remodel- Wes was contacting me-to see if he needed to apply for a new permit for this-or if he could revise the current permit. I do believe Mary checked the plans and the sprinkler head is not on the plans- (Please confirm this is true) I know that you are due into the office today-but I am unsure if I will be in an appointment when you come up- The permit is sitting on my desk-if you would be so kind to take a look at the Plans with Mary-and advise what we need for add this revision to the current building permit-and or advise if they should simply apply for a new permit. I would greatly appreciate it. Sincerely Sally L Ellis Jefferson County Community Development Permit Technician 621 Sheridan St. 1 / // Port Townsend, WA 98368 I A "O /} t ' k\ 360-379-4452 sellis(a�co.iefferson.wa.us Put on-) ( CAI r .„\6t,t.„ Y\LP .tom a, � 9 { �.:, sy �.f )•IM Y t 1 SON 1�go°� JEFFERSON COUNTY `/ �d�1) M�/�t,?T/ S DEPARTMENT OF COMMUNITY DEVELOPMENT 4. Date: eatii, Time Received: "'l 0 pm Mon. Tue. dP.�' Thur. Fri. Date: 7—i7 BLD: 14- t n2 Contact Name: Owner: Contact Number: 360 25-3 3 77 75°-/-3 Address: 3 v3 N C.r2(rVQ-,( 206 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection - Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ceitvii&A ,�45ON cow JEFFERSON COUNTY �,: ,1 DEPARTMENT OF COMMUNITY DEVELOPMENT -,y-4t NG,C— e* i Date: -?} Time Received: `2-2-0 am/pm Mon. Tue. Wed. Thur. ri: Date: - 29 BLD: ti-4--- 1 t ' Contact Name: Owner: ett-).-44.-•,--..,.. Contact Number: 360 Address: gi3 NPL$ Cpa-w-tc" 206*Z Notes: DGG 7 , ' ' 7 � Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling ,e-s°� °o� JEFFERSON COUNTY 2` DEPARTMENT OF COMMUNITY DEVELOPMENT 9SElI NG2p2 Date: 02 Time Received: f f S9 am/pm Mon. ir Wed. Thur. Fri. OMDate: O BLD: 14 - oai7 Z- Contact Name: Owner: 64 NACU lit 1�Meat-- Pr y^ Contact Number: 360 Address: 313 /Jess &iW t gp 206 -1.63 377 7543 Notes: Foundation Plumbing Framing Propane Tank Mechanical Setbacks Under-ground Framing X Under ground Furance Footing Rough In Air Seal Above ground Gas Stemwall Hydronic Exterior shear Exterior lines Oil Straps Hot Water Htr Interior shear Interior lines Ducts Post Hole Ventilation Appliance Underfloor Gas/Wood stove Man-Homes Insulation Final Inspection Setbacks Floor Foundation Wall Address Posted Block&Tile Ceiling - --- • Jefferson County DCD Building Division Correction Notice PERMIT NUMBER i 4- 0017 Z OWNER ethMlf '&tPi A/EIfl4eY 5elloo — JOB LOCATION 5/3 Ale 56 62/4.61( d Inspection of this structure has found the following violations: i) 1) L el-a r- i A t-GO v M tisS s# S PR l xt.e�, 4,045 ADDSO f N AhSRe&FFT kie2O Pat-Lo a> u P .i Pg0Pee ViS To 5 1712./i0 j 1 t S 'Oi- IDE' sCO ,13? GrS1a105 - 1pSTALLADtar.) 4 ^1 as-r i l..1G f` ¢ EQ U r 17-0.D T b SxttAoto 14 t- Cc-r 2� 24 I4/ UNA`l/, / You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. j / / Date /i7// Inspector _ BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455x,.,., THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE O Jefferson County DCD Building Division Correction Notice PERMIT NUMBER 14 0017z OWNER bU1Nfpezi,ei 5, G�F664.5 l JOB LOCATION ,3)3 Ni e az Inspection of this structure has found the following viocl1�ations: (1) Imo/®nl et..rs�v es !+1.1.4'' [ K 9Ii�J, 1 f 6) &i.,iqZ/Ai& NOT WS AL:,5D I I DemizA, i- - dr1atGe JMDQL.$5 Or u — 5,bir Ln c Nris A s-,,os 2-2,02642. 0) Fr WO- 5ieki og-o 41.1 ELAFC1l21441 LK -e45(- "Tim+uc, Zouu1 5-,i 12.) 2011, I ` You are hereby notified that no more work shall be done upon these premises until the above violations are corrected, unless noted otherwise. When corrections have been made, call for inspection. Date 9/0 Inspector oi BUILDING DIVISION(360)379-4450 INSPECTION HOTLINE(360)379-4455 THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE I • Jefferson County Building Division Permit Number: BLD14-00172 Applicant: CHIMACUM SCHOOL DIST#49 BUILDING PERMIT INSPECTION APPROVALS Applicable Code: 2012 International Building Codes To schedule inspections, call (360)379-4455 no later than 3:00PM the day before the inspection is needed. Requests received after 3:00 PM will not be scheduled for the next day's inspections. ELECTRICAL PERMITS are issued by the Washington State Department of Labor& Industries. The electrical permit must be signed off by the State Inspector prior to the County's Framing Inspection Inspection Item Date Approval Signature Notes Oak'—W✓19// f j o1c d 8/9© / Framing Btst2s44 Miscellaneous /o,17 Qf1� dry wall A final inspection will not be scheduled until all of the following are completed and signed off by the applicable Department: • Building Permit Conditions are met • Septic Permit Final/Complete for any building containing plumbing • Land Use Conditions met and signed off • Public Works Permit Final(where applicable) FINAL INSPECTION /014? '4/ FINAL INSPECTION MUST BE APPROVED PRIOR TO BUILDING BEING OCCUPIED THIS PERMIT IS VALID FOR ONE YEAR • CONDITIONS for Building Permit# : 'CY - 5.41/I Vat( eAu toca t w - kovv.v e net-L) Sior e r Lula be — bh-1r4 cko twk4-0-1a.Q I icelice. 1:ap41:410/ 3liq - cgtuise ov_ i Ater kcari tioutl \ix mouth - due +0 roject eok_e \Jut, ct-4-00 2_53-B51 -T3C bicts clectS, kvy(»34- IOLL9rnL 1--- ptan 5 fr cinA piroCcssi DkicLQ rtT- SIA0 11-24A04- -heu-Lx- av e_ do I/1 e_ctd — \\tidemark\dataVomns\F_BLD_Permit_Bldg.rpt 6/12/2014 BUILDING PERMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT#: BLD14-00172 Received Date: 5/16/2014 SITE ADDRESS: 313 NESS' CORNER RD Issue Date 6/12/2014 PORT HADLOCK, 98339 Expiration Date 6/12/2015 OWNER: CHIMACUM SCHOOL DIST#49 PHONE: PO BOX 278 CHIMACUM WA 98325-0278 SUBDIVISION: Block: Lot: T 196 PARCEL NUMBER: 901023010 Section: 2 Township: 29 N Range: 01 W CONTRACTOR: TBD PHONE: 253-584-6606 PROJECT DESCRIPTION: Add security door and improve OPTP room at Chimacum primary school TYPE OF WORK COM SQUARE FOOTAGE: COMMERCIAL: TYPE OF IMP ALT MAIN: INDUSTRIAL: VALUATION 70,000.00 ADD'L: HEAT TYPE: CODE EDITION: 2012 HEAT BASE: HEAT TYPE: OCCUPANCY: UNHEATED: #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: GARAGE: SHORELINE: CONST TYPE: DECK: SETBACK: BANK HEIGHT: SEWAGE DISPOSAL: OSS WATER SYSTEM: 05783 Type Amount Paid By: Date: Receipt: BATHROOMS: Permit $757.00 MEB 06/02/14 148755 Exist: Plan Check $492.05 MEB 06/02/14 148755 Prop: State Building Code $4.50 MEB 06/02/14 148755 Total: Total: $1,253.55 NUMBER OF EMPLOYEES: Directions to Site: HEALTH DEPARTMENT AND PUBLIC WORKS APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. Request must be received by 3pm the day before the inspection is needed. Office Hours 9:00 am-4:30 pm MONDAY - THURSDAY HOT LINE AVAILABLE 24 HOURS A DAY @ AT Q CENTERLINE O DIAMETER OR ROUND # POUND OR NUMBER AB ANCHOR BOLTS ACP ACOUSTICAL CEILING PANEL ACT ACOUSTICAL CEILING TILE AFF ABOVE FINISH FLOOR BD BOARD BIT BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BO BOTTOM OF BS BACKSPLASH CG CORNER GUARD CJ CONTROL JOINT CLG CEILING CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CPT CARPET CT CERAMIC TILE MAX MAXIMUM MB MARKER BOARD MECH MECHANICAL MDO MEDIUM DENSITY OVERLAY MDF MEDIUM DENSITY FIBERBOARD MIN MINIMUM OR MINUTE MTL METAL NIC NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE OC OFCI OFOI OH PAV PL P LAM PLYWD PR PRES TD PT RB RECPT DBL DOUBLE READ DP DEEP REV DS DOWNSPOUT RM DTL DETAIL SC (E) EXISTING SCHED ETC ETCETERA SF EA EACH SECT EJ EXPANSION JOINT SIM ELECT ELECTRICAL SPEC ELEV ELEVATION SQ EO EDGE OF SS EQ EQUAL SSCG EQUIP EQUIPMENT STD EXH EXHAUST STL EXT EXTERIOR STOR FA FIRE ALARM STRUCT FNDN FOUNDATION SV FIN FINISH TB FF FINISH FLOOR T &G FR FIRE RATED THK FMT FLEXIBLE MARBLE TILE TO FRP FIBERGLASS REINFORCED PANEL TS FT FOOT OR FEET FX FIRE EXTINGUISHER TWS GA GAUGE TYP GALV GALVANIZED U GWB GYPSUM WALLBOARD UNO HACP HUNG ACOUSTICAL CEILING PANELS VERT HM HOLLOW METAL VWC H HEIGHT OR HIGH W HR HOUR W/ ID INSIDE DIAMETER WB IN INCHES WD INSUL INSULATION WG INT INTERIOR WM JT JOINT Who JST JOIST WST LAM LAMINATED WWF LAV LAVATORY LF LINEAL FEET NOTE: ADDITIONAL ABBREVIATIONS INCLUDED THROUGHOUT DRAWING SET ON CENTER OWNER FURNISH CONTRACTOR INSTALL OWNER FURNISH OWNER INSTALL OPPOSITE HAND PAVEMENT PROPERTY LINE PLASTIC LAMINATE PLYWOOD PAIR PRESERVATIVE TREATED PAINT RUBBER BASE RECEPTACLE REQUIRED REVISIONS ROOM SOLID CORE SCHEDULE SQUARE FOOT SECTION SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STAINLESS STEEL CORNER GUARD STANDARD STEEL STORAGE STRUCTURAL OR STRUCTURE SHEET VINYL TACKBOARD TONGUE & GROOVE THICK TOP OF TUBE STEEL TACKABLE WALL SURFACE (ARCH.) TYPICAL URINAL UNLESS NOTED OTHERWISE VERTICAL VINYL WALL COVERING WIDE OR WIDTH WITH WHITE BOARD WOOD WIRE GROMMETS WALL MAT WITHOUT WAINSCOT WELDED WIRE FABRIC HALLWAY NORTH NORTH ARROW 100 ROOM NAME AND NUMBER N -23 WINDOW, RELITE, LOUVER TYPE 9 DETAIL SYMBOL Q REVISION SYMBOL A8.12 PT -1 PAINT TYPE SYMBOL AL O NOTE, REFERENCE SYMBOL 3 INTERIOR ELEVATION B/ A7.02 /D SYMBOL 1 q WALL TYPE SYMBOL C T.O. GLU LAM HEIGHT ABOVE SYMBOL 0' -0" A.F.F. 14 BUILDING SECTION SYMBOL A8.02 14 —� WALL SECTION SYMBOL A8.02 Chimacum School District No. 49 SCOPE OF WORK TO CONSTRUCT A SECURITY DOOR TO CONTROL ACCESS INTO SCHOOL. EGRESS SHALL NOT BE AFFECTED. SCHEDULE OF DRAWINGS ARCHITECTURAL AO.00 PROJECT INFORMATION SHEET A1.00 OVERALL SITE PLAN A2.00 ENLARGED FLOOR PLAN A2.01 FLOOR PLAN, REFLECTED CEILING PLAN AND DEMOLITION PLAN A2.02 INTERIOR ELEVATIONS, DOOR SCHEDULE AND DETAILS PROJECT INFORMATION PROJECT ADDRESS: 313 NESS CORNER ROAD, PORT HADLOCK, WA 98339 PARCEL NUMBER: 09410001000 LEGAL DESCRIPTION: Section 2 Township 29 North Range 1 West OCCUPANCY TYPE: El CONSTRUCTION TYPE: SITE AREA: BUILDING AREA: JEFFERSON COUNTi( DCD BUILDING PLAN REVIEW APPROVED A`3 SUBMITTED © APPROVED AS NOTED p REJEC -f ED Date i Reviewer ~ � p P VB 11,81 ACRES (514,500 S.F.) 29,900 (EXISTING) REVIEWED FOR CODE COMPLIANCE=. Cot'A ** &3tl Ang Dep�rt Trent at 379- 4450 prior to making changes or revisions to the approved E;l F�CN 4 201OUNN npMENt_ ARCHITECT ERICKSON McGOVERN, PLLC 101 EAST 26TH STREET, SUITE 300 TACOMA, WASHINGTON 98421 P 253 -531 -0206 F 253 - 531 -9197 CONTACT: RAY MOW, AIA PROJECT TEA OWNER CHIMACUM SCHOOL DISTRICT NO. 49 91 WEST VALLEY ROAD CHIMACUM, WA 98325 (360) 732 -4090 (360) 732 -4336 (FAX) CONTACT: ART CLARKE Z ry 0 w U MA" O U w I U= U .. C/) at d U Sheet: A0. EX. AF 1 1 EX. FENCE All, OVERALL SITE PLAN SCALE: I - = 6U' -U" Z ry w 0 0 U U ry w I Q w V) J J Q W i x U� J 00 J Q� d Q C3 Q) o E o U U C O O cCD U w •D V) N N 10 N w O 7925 ' REGISTERED ,4-,, ARCHITECT ) C. MOW WASHINGTON Project: 2013 -37 Drawn: JTM Sheet: rr-- � - � ��- A ],Moo NORTH ,��v -J I / a <® \ a. \ \ \ I � I I I I � I I I I Wd I \ I \ \ \ \ \ SCALE: 1/8" = V -0" Z w 0 U Z 0 V) U ry w z Q J n O O J H n ,W V Q J z W 7925 1 REGISTERED I AF HITECT 1 21VrONDC. MOW ;TATE OF WASHINGTON Project: 2013 -37 Drawn: JTM Sheet: A2,900 NORTH ® 507 SERVICE ,_A ENTRY < r 505 P.E. STORA ° 8 OFFICEI 508 L - ° T T- T T T T T T T J I F T T T T T T T T T T J L L L L L L L L L L L J L L L L L L L L L L L J r T TT T T T T T T T T 7 F T T T T T T T T T T J L L L L L L L L L L L J L L L L L L L L L L L J FP�'TTTTTTTTT-I FTTTTTTTTTTJ PP IAPEL L L L L L L L J L L L L L L L L L L L-1 605 T T T T T T T T T T J f T T T T T T T T T T J L L L L L L L L L L L J L L L L L L L L L L L J MULTI - PURPOSE JTTTTTTTTTT-1 604 7TTTTTTTTTTJ L L L L L L L L L L L J L L L L L L L L L L L J F T T T T T T T T T T 7 F- T T T T T T T T T T L L L L L L L L L L L J L L L L L L L L L L L J ENLARGED FLOOR PLAN SCALE: 1/8" = V -0" Z w 0 U Z 0 V) U ry w z Q J n O O J H n ,W V Q J z W 7925 1 REGISTERED I AF HITECT 1 21VrONDC. MOW ;TATE OF WASHINGTON Project: 2013 -37 Drawn: JTM Sheet: A2,900 NORTH GLU- LAMINATED BEAM: CONFORM TO ANSI / ATIC Al 90.1 COMINATION 24F -V4 DOUGLAS FIR 2x FRM'G & BLK'G : HEM -FIR No. 1 6x POST : DOUG FIR -LARCH No. 1 E 1 IrIll— I n11 I i i i n k s t-i — "'. — BM. EA. SIDE ELEVATION.dwg RAMING kT TOP & BOTTOM EA. SIDE VALL SCREWS AT ED FRM'G NTH BEAM LL HT. OF WALL PROVIDE A34 AT CONN. TO DBL. TOP PLATE ELEVATION Scale: 1" = V -0" CONSTRUCTION NOTES 1. WALL MOUNT EXIT DEVICE POWER SUPPLY (EDPS) ABOVE THE ACCESSIBLE CEILING. PROVIDE 120V AC CIRCUIT WITH 3/4" CONDUIT AS REQUIRED. 2. POWER TRANSFER HINGE BY DOOR HARDWARE, PROVIDE WITH 14/2 AWG -cu WIRE AND CONNECT TO EDPS VIA 1 " CONDUIT. 3. ELECTRICAL LATCH RETRACTION /EXIT DEVICE, PROVIDE WITH 14/2 AWG -cu WIRE FROM THE POWER TRANSFER HINGE. 4. MAINTAIN - ACTION EXIT DEVICE PUSH - BUTTON. PROVIDE 14/3 AWG -cu WIRE FROM THE BUTTON TO THE EDPS. THE BUTTON AND EDPS SHALL BE INSTALLED AND PROGRAMED SUCH THAT HOLDING THE BUTTON DOWN WILL UNLOCK THE DOOR AND PROVIDE LED FEEDBACK THE DOOR IS UNLOCKED; UPON RELEASE, THE DOOR RETURNS TO THE LOCKED STATE. m I RLS ENLARGED REFLECTED CEILING PLAN REFLECTED CEILING PLAN NOTES: SCALE: 1/4" = 1' -0" 10 OP /TP EYE - PROVIDE SWIVEL MODEL No. E03914 WITH WOOD BEAM INSTALLATION KIT. INSTALL PER MANUFACTURER RECOMMENDATIONS. O2 REINSTALL EXIST. LIGHTS & HVAC DIFFUSER IN SAME LOCATION. O3 LOCATION OF FIRE SPRINKLER HEADS UNCHANGED. INSTALL ESCUTCHEON RINGS. O4 RELOCATE EXISTING LIGHT FIXTURE. DOOR 100 OFFICE 80 N PROVIDE NEW EXIT SIGN TO MATCH EXISTING \ I o / DEMOLITION SCOPE GENERAL NOTES: 1. CONTRACTOR TO COORDINATE WITH THE OWNER ON ACCESS, SECURITY AND FIRE ALARM SHUT OFF DURING DEMOLITION AND NEW CONSTRUCTION. 2. CONTRACTOR TO PROVIDE DUST AND DEBRIS BARRIERS AS REQUIRED FOR THE WORK. 3. CONTRACTOR REQUIRED TO PATCH ANY AND ALL REMOVED EXISTING MATERIALS TO ACHIEVE THE FINAL PRODUCT. 4. VERIFY ROUTING OF ALL ELECTRICAL WIRING AND DEVICES PRIOR TO START OF WORK. DEMOLITION NOTES: 0 REMOVE RELITE FRAME. O2 REMOVE ACP CEILING O3 CUT AND REMOVE PORTION OF WALL. PROTECT ADJACENT TRIM AND VINYL WALL COVERING. PEEL BACK VINYL WALL COVERING AND PROTECT IN POSSIBLE. OVER CUT TO ALLOW FOR JAMB STUDS AND HEAD FRAMING. PREP EXPOSED CONCRETE SLAB AND INSTALL VCT (OFCI) AT TRANSITION. O REMOVE DOOR. FRAME TO REMAIN O REMOVE LOWER CABINETS © REMOVE TALL CABINETS. SALVAGE FOR REINSTALLATION. O REMOVE WALL AND ALL ITEMS IN WALL O REMOVE DOOR, FRAME AND HARDWARE. SALVAGE FOR REINSTALLATION O REMOVE UPPER CABINETS. 10 REMOVE T -STAT. SALVAGE STAT AND WIRING FOR NEW LOCATION AS SHOWN. 1 1 REMOVE CARPET. 12 REMOVE GWB AS REQUIRED TO INSTALL POST. 13 REMOVE LIGHT SWITCH. RELOCATE TO NEW LOCATION AS SHOWN. 14 REMOVE SECTION OF LIGHT. u u i -bJ• J i I 00fd F_ _R Z w O 0 C7 U cn U 0:� w OFN J 00 J Q% Q �3 o ° 00 U O O00 -V (�) u w V) V) 0 N an 0 7925 REGISTERED %%r ARCHITECT BOND C. MOW OF WASHINGTON Project: 2013 -37 Drawn: JTM Sheet: ELECTRIC DOOR HARDWARE DIAGRAM DEMOLITION PLAN 0. ELECTRIC_DOOR.DWG Scale: N.T.S. 4 A 2 0 0 1 SCALE: 1 /8" = V -0" NORTH V) IF-- Z z Q W n Z O O ry <O W O 0 o z Z z O Q p om _ 't. V u 0�1 Z ,q- W Q Z U � W _ � nv) U &/ o Lu U- W W I O W CL--,0 U= Z Q J n U ::D Q O Q O -' LL U 7925 REGISTERED %%r ARCHITECT BOND C. MOW OF WASHINGTON Project: 2013 -37 Drawn: JTM Sheet: ELECTRIC DOOR HARDWARE DIAGRAM DEMOLITION PLAN 0. ELECTRIC_DOOR.DWG Scale: N.T.S. 4 A 2 0 0 1 SCALE: 1 /8" = V -0" NORTH LU w C� w (D Z w U 0 Z V) X Lu 0 v SG = SAFETY GLASS RELOCATED DOOR & FRAME 10' -0" (FIELD VERIFY) NEW EXIT SIGN - R.I. THROUGH FRAME NOTE: PROVIDE CONNECTION TO THE NEW EXIT SIGN FROM THE NEAREST NON - SWITCHED LIGHTING CIRCUIT. WOOD DOORS TYPE 1 OB HOLLOW METAL FRAME SIM. WALL @ ANGLE W202 (2) W202 W202 36 24 14 30 -24 -14 36 -24-14 0 CV 4" B.S. �— (E) GWB 3' -0" F802 3' -0" F802 WALL @ ANGLE O KNEE 18-30-14 KNEE 18-304A F804 SPACE F804 SPACE 6 -30 -24 16 -30 -24 PATCHING NOTES: 1. EXISTING 1 HOUR RATED CORRIDOR WALL SHALL BE PATCHED WITH 5/8" GWB TYPE X. 5/8" GWB TYPE "X" Oj 2x6 @ 16" O.C. 2. ATTACH GWB AND PATCH PER 2012 IBC TABLE 720.1, ITEM 14-1.4.6d COOLER OR 5/8" GWB TYPE "X" WALLBOARD NAILS @ 7" O.C. #6 DRYWALL SCREWS CAN BE USED IN LIEU OF NAILS. Erickson McGovern PLLC APRIL 24, 2014 Section 087100 - Door Hardware Product As Specified Acceptable Substitutions Butt Hinges McKinney (MC) Bommer, Hager, Stanley Locksets Sargent (SA) None Cylinders Sargent (SA) None Exit Devices Sargent (SA) None Surface Door Closers Norton (NO) None Kick Plates Tice Industries (TI) Rockwood, Trimco Floor Stop and Holders Trimco JR) Rockwood Overhead Stop and Holders Glynn- Johnson (GJ) Rixson, ABH Gasket Pemko (PE) National Guard, Reese Silencers Trimco JR) Rockwood Hardware Group 1 6' -0" 7' -0" Door 001 1 6 Each Hinges MC T4A3786 652 4 -1/2 x 4 -1/2" NRP 1 Exit Device SA 8804 MAL US32D (PANIC HARDWARE) 1 Rim Cylinder SA 72 -34 Permanent Core By Sumner School District 1 Exit Device SA 8810 MAL -DT US32D (PANIC HARDWARE) 1 Key Removable Mullion SA L980S x Field Paint to match Frame 1 Mortise Cylinder (Mullion) SA 72 -41 Permanent Core By Chimacum School District 2 Door Closers NO PR7500 Alum 2 Kick Plates TI B4EKP — 10" High x 2" LTDW x US32D 2 Floor Stop and Holders TR 1261 US26D 4 Silencers TR 1229A Hardware Group 2 Door 002 1 Each Hinges MC T4A3786 652 4 -112 x 4 -1/2" NRP 1 Classroom Lockset SA 8237 LW1L US32D Permanent Core By Chimacum School District HARDWARE SCHEDULE SCALE: 1/4" = 1'- 0" 5/8" GWB TYPE "X" O 2x4 @ 16" O.C. 5/8" GWB TYPE "X" CEMENT BOARD LAP AIR BARRIER O 1/2" CDX PLYWOOD H,, 2x6 @ 16" O.C. R -21 BATT INSULATION 5/8" GWB TYPE "X" WALL TYPES SCALE: 1/4" = 1'- 0" WALL @ ANGLE NEW H.M. RELITE FRAME 1 1 /2" HALF -ROUND OAK - —J O STAIN TO MATCH EXIST. ENTRY 101 SCALE: 1/4" = 1' -0" ABBREVIATIONS DR DOOR FR FRAME PT PAINT 3' -4" WALL @ ANGLE NEW HM FRAME \ NEW WD. DOOR VWC OVER GWB PATCH O rVIOT \I AnVrn D/-'% A marl E GWB 1 � \ � (E) VWC I 1 >:l (E) GWB 1 1/2" HALF -ROUND OAK - O STAIN TO MATCH EXIST. EXISTING CASEWORK GWB PATCH (± 3' -0 ") - PT I i i I I I I I (E) GWB t•: ,4.::, .`.:;:.: GWB ✓ j j/ j// j j// j V W C (E) VWC ✓ //j / j j / // MATCH j/ / / j j/ EXIST. GWB j... (E) GWB L. 1 1/2" HALF -ROUND OAK - STAIN TO MATCH EXIST. J (D EX. GWB - PT i 0 TITLE ONE 102 SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" DOOR No. PAIR DOOR SIZE WIDTH HEIGHT DOOR THICK TYPE MATERIAL FINISH DOOR /FRAME RATING GLASS RATING DOOR FRAME TYPE MATL FINISH REMARKS SG 001 SG 6' -0" 7' -0" 1 3/4" 1 1 /2" HALF -ROUND OAK - —J O STAIN TO MATCH EXIST. ENTRY 101 SCALE: 1/4" = 1' -0" ABBREVIATIONS DR DOOR FR FRAME PT PAINT 3' -4" WALL @ ANGLE NEW HM FRAME \ NEW WD. DOOR VWC OVER GWB PATCH O rVIOT \I AnVrn D/-'% A marl E GWB 1 � \ � (E) VWC I 1 >:l (E) GWB 1 1/2" HALF -ROUND OAK - O STAIN TO MATCH EXIST. EXISTING CASEWORK GWB PATCH (± 3' -0 ") - PT I i i I I I I I (E) GWB t•: ,4.::, .`.:;:.: GWB ✓ j j/ j// j j// j V W C (E) VWC ✓ //j / j j / // MATCH j/ / / j j/ EXIST. GWB j... (E) GWB L. 1 1/2" HALF -ROUND OAK - STAIN TO MATCH EXIST. J (D EX. GWB - PT i 0 TITLE ONE 102 SCALE: 1/4" = 1' -0" SCALE: 1/4" = 1' -0" SG SAFETY GLASS NOTES: 20 SG 20 MINUTE RATED SAFETY GLASS (TEMPERED) A) WOOD DOOR SHALL MEET ANSI /WDMA. EXTRA HEAVY DUTY PERFORMANCE LEVEL. MATCH EXISTING VENEER & FINISH. VT INDUSTRIES OR APPROVED. ST STAIN STL STEEL B) HOLLOW METAL FRAMES SHALL MEET ANSI A250.8 LEVEL 1 DOORS: 16 GAGE FULLY WELDED FRAMES. DOOR /FRAME SCHEDULE WD WOOD FRAMES SHALL MEET NFPA 80 FOR RATED ASSMBLY. CURRIES, STEELCRAFT OR APPROVED. Cl SEE 9/A2.02 FOR DOOR HARDWARE SCHEDULES. 6-0" EQ. EQ. RELITE FRAME n, 3.0, SCALE: 1/4" = 1'- 0" O O DOOR TYPE SCALE: 1/4" = 1'- 0" CONT. SEALANT VARIES :�EILING 'WB TYPE X PATCH TYP. kTCHING NOTE SEALANT DID W/ BATT INSULATION, TYP. W FRAMES Z INTERIOR DOOR HEAD INTERIOR DOOR HEAD.dwg Scale: 3" = 1' -0" ABUT EX. TRIM CONT. SEALANT 1 /8" 1/2" TYP. EXISTING NON - BEARING 1 HOUR RATED WALL 5/8" GWB TYPE "X" 2 X6 @ 16" O.C. 5/8" GWB TYPE "X" 2 X 10 VERITCAL BLOCKING 2 X 6 BLOCKING @ MID SPAN & TOP EX. STUD CF 2 X 10 NOTCH AT MID SPAN INTERIOR DOOR.dwg SIMPSON A34 ANGLES, TYP. J— EX. ST.0 D F CONT. S 1 /2 "� 1 X 2 OAK TRIM 5/8" GWB TYPE X PATCH TYP. ZE% SEE PATCHING NOTE 1/2 FILL VOID W/ BATT INSULATION DOOR 7 -3/4" VERIFY INTERIOR DOOR JAMB rZ-� 7925 REGISTERED ARCHITECT YMOND C. MOW STATE OF WASHINGTON I Project: 2013 -37 Drawn: VAB /BT Sheet: A2902 DOOR No. PAIR DOOR SIZE WIDTH HEIGHT DOOR THICK TYPE MATERIAL FINISH DOOR /FRAME RATING GLASS RATING DOOR FRAME TYPE MATL FINISH REMARKS 001 YES 6' -0" 7' -0" 1 3/4" 1 WD ST NONE SG 3B /A2.00 HM PT 16 GA. / SEE 4/A2.01 FOR ELEC. DIAGRAM 002 NO 3' -0" 7' -0" 1 3/4" 1 WD ST NONE SG 1C/A2.00 HM PT 16 GA. SG SAFETY GLASS NOTES: 20 SG 20 MINUTE RATED SAFETY GLASS (TEMPERED) A) WOOD DOOR SHALL MEET ANSI /WDMA. EXTRA HEAVY DUTY PERFORMANCE LEVEL. MATCH EXISTING VENEER & FINISH. VT INDUSTRIES OR APPROVED. ST STAIN STL STEEL B) HOLLOW METAL FRAMES SHALL MEET ANSI A250.8 LEVEL 1 DOORS: 16 GAGE FULLY WELDED FRAMES. DOOR /FRAME SCHEDULE WD WOOD FRAMES SHALL MEET NFPA 80 FOR RATED ASSMBLY. CURRIES, STEELCRAFT OR APPROVED. Cl SEE 9/A2.02 FOR DOOR HARDWARE SCHEDULES. 6-0" EQ. EQ. RELITE FRAME n, 3.0, SCALE: 1/4" = 1'- 0" O O DOOR TYPE SCALE: 1/4" = 1'- 0" CONT. SEALANT VARIES :�EILING 'WB TYPE X PATCH TYP. kTCHING NOTE SEALANT DID W/ BATT INSULATION, TYP. W FRAMES Z INTERIOR DOOR HEAD INTERIOR DOOR HEAD.dwg Scale: 3" = 1' -0" ABUT EX. TRIM CONT. SEALANT 1 /8" 1/2" TYP. EXISTING NON - BEARING 1 HOUR RATED WALL 5/8" GWB TYPE "X" 2 X6 @ 16" O.C. 5/8" GWB TYPE "X" 2 X 10 VERITCAL BLOCKING 2 X 6 BLOCKING @ MID SPAN & TOP EX. STUD CF 2 X 10 NOTCH AT MID SPAN INTERIOR DOOR.dwg SIMPSON A34 ANGLES, TYP. J— EX. ST.0 D F CONT. S 1 /2 "� 1 X 2 OAK TRIM 5/8" GWB TYPE X PATCH TYP. ZE% SEE PATCHING NOTE 1/2 FILL VOID W/ BATT INSULATION DOOR 7 -3/4" VERIFY INTERIOR DOOR JAMB rZ-� 7925 REGISTERED ARCHITECT YMOND C. MOW STATE OF WASHINGTON I Project: 2013 -37 Drawn: VAB /BT Sheet: A2902