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Home My WebLink AboutBLD10-230PERMIT# 42> (O—2 30 CITY OF PORT TOWNSEND BLDG PERMIT ACTIVITY LOG DATERECEIVED \2— 2.2— \O SCOPE OF WORK: Meaty euwing sevmina Louk tcbing CLAS GEEIANS CEU VEL Set UW Wy C AUigne rt DATE ACTION INITIALS (2-22 —. @ | ENTERED INTO CHET (AUS \2-2.2 —t@__| CHECKED FOR COMPLETENESS rey Plan Review # Bedroom(s) = # Bath(s) = Heat Type: (DVL TW sets af Aans Sidtithed io, ev . Nw Deposit Check 40 boa mot led _ l2-27-( “Plon Reteny ConepleTs (ihe [-4-\( [Fees FArD SEPTIC? Zoning: Setbacks OK? Lot Size: Building Size: Lot Coverage: FAR OK? Height OK? Parking OK? Critical Area? (Check Impervious Surface limits 19.05.050D4(a) Shorelines Jurisdiction? Demo? Historic Rev/ Design Rev? Notice to Title? Lots of Record? P:\DSD\Forms\General Use Forms\Activity Log Bldg Permit.doc July 12, 2010 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-230 Permit Type Commercial Tenant Improvement Project Name Modify Ferry Terminal Site Address FERRY TERMINAL Parcel # 989701301 Project Description Modify existing terminal building and install new security equipment. Names Associated with this Project License Type Name Contact Phone # Type License # Exp Date Applicant State Of Washington- Nat Resour Owner State Of Washington- Nat Resour Representative Scott Mark Contractor Dalton Electric Co QO - CITY 601440223-1-2 08/31/2012 Contractor Dalton Electric Co 0 - STATE DALTOEC077I 05/14/2013 Fee Information Project Details Project Valuation $49,000.00 Entered Bid Valuation 49,000 DOLL PLAN REVIEW REFUND 150 -150.00 Tinie: Heat Type: PLAN REVIEW REFUND 50 -50.00 Bedrooms: Construction Type: V - B PLAN REVIEW DEPOSIT 50 50.00 Bathrooms: Occupancy Type: PLAN REVIEW DEPOSIT 150 150.00 Building Permit Fee 633.65 Plan Review Fee 411.87 Technology Fee for Building Permit 12.67 State Building Code Council Fee 4.50 Record Retention Fee for Building 10.00 Permit Total Fees $ 1,072.69 Call 385-2294 by 3:00pm for next day inspection. Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180 days. Work is verified by obtaining a valid inspection. The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. | further certify that 1 am the owner of me property or authorized it of the owner. 09/15/2011 Print Name [Deu ‘ A C. ay Hywe Date Issued: Df (ZA ’ Issued By; © SWASSMER Signature Vs xa — Date F iS / (4 Date Expires: 03/13/2012 Search BUSINESS & PROFESSIONAL LICENSES License Details License Information: Entity Name: DALTON ELECTRIC COMPANY Firm Name: DALTON ELECTRIC COMPANY License Type: Washington State Business Entity Type: Profit Corporation UBI: 601440223 Business 1D:001 Location ID:0002 Location Address: Mailing Address: 3511 132ND ST SW STE 4 3511 132ND ST SW STE 4 LYNNWOOD, WA, 98087-5141 LYNNWOOD, WA, 98087-5141 Licenses Held at this location License Status Expires First Issued City of Port Townsend General Business Active 08/31/2012 08/22/2011 Governing People: JOE SPEZIALY Registered Trade Names: DALTON ELECTRIC CO. DALTON ELECTRIC Information Current as of 09/15/2011 4:37AM Pacific Time [_New Search_] Use of lists of individuals provided on this site for commercial purposes is prohibited under Chapter 42.56 of the Revised Code of Washington. *This site is limited to searching for business and professional licenses issued by the Department of Licensing or through the Master License Service. See Other Licenses for information on licenses issued by other agencies. Home | Privacy | Privacy | Conditions of Use | Conditions of Use | Other Licenses | Contact Us | Copyright © 2011 DOL https://fortress.wa.gov/dol/dolprod/bpdLicenseQuery/lqsLicenseDetail.aspx?RefID=847263 9/15/2011 CONSTRUCTION PROGRESS RECORD CITY OF PORT TOWNSEND Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 POST THIS CARD IN A SAFE, CONSPICUOUS LOCATION. PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY. STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE. PARCEL NO. 989701301 PERMIT NO. BLD10-230 ISSUED DATE 09/15/2011 EXPIRATION DATE 03/13/2012 ADDRESS FERRY TERMINAL CONSTRUCTION TYPE V-B_ OCCUPANT LOAD OWNER STATE OF WASHINGTON-NAT RESOUR PROJECT DESCRIPTION Modify existing terminal building and install new security CONTRACTOR DALTON ELECTRIC CO LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP JATE COMMENT Wi ~ ©) . FOOTING wre 74h] @ Bt Rao / ( — + ChedA cond D- Och SA Wi CAMERA | REINFORCE wk [Ya we Pies oy an SLAB Wale [HAY wh Ff INSULATION FRAMING BA Mol | Shear Nail aay MISCELLANEOUS INSULATION AY Ve | R-vc Walls GWB FINAL PUBLIC WORKS | ~~~ FIRE-FINAL al FINAL BLDG./C OF O {Zs dofel TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. Development Services Dept. City of Forer TowysenD ASO _MADsSon St. Tort Tounsenr, WA 98368 ATIN: Michael Hoskins Pali. \oy ttevo\c_ Development Services CITY OF PORT 1 OWNSEND 250 Madison Street, Suite 3 Port Townsend WA 98368 Phone: 360-379-5095 Fax: 360-344-4619 www.cityofpt.us Project Address & Zoning District: FORT TOWNSEND FERRY TEEMINAL % (30) KWATEE ST.. reer TOIANZEND) 16768 Parcel# 4&4 ]0|%o}| it Application Legal Description (or Tax #): Office Use Only Addition. PT OT = Emit : Block:_|% # (A> 6-2 BO Lot(s) 1- TL Git 70,71 & PIN. Pivot 67 LS TAX ZO Associated Permits: INSTALL NEW Secvueity EaviPmMeENT > Applications accepted by mail must include a check for initial plan review fee of $150 > See the “Commercial Building Permit Application Checklist” for details on plan submittal requirements. Property Owner: HQ FACILITIES OFFICE Name:_ Wash. ae Des Transperletod Address: £20. Box 47328 City/Sv/Zip: Olumpi -]42 Phone{ 360) 5G|-IZOW cell Email: Scottm @ wsdot.wa. gov Contact/Representative: Name:_ MARK A SCOTT Address: FO. Gox 473225 city/svZip_ Olumoia. WA 48564-732% Phone: (360) 5bhl-(206 cell Email: Scottm @ wader. wa. ao Contractor: Name: Address: City/St/Zip: Phone: TeV Email: State License #: Exp: City Business License #: Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. Name: rept of [ramen Chachi on Project Valuation: $ 44,000 V-N Occupancy Rating: (2 Building pipeline! bn (square feet): 1* floor Z4 Construction Type: estrooms: 2" floor Deck(s): 3” floor Storage: Basement: Is it finished? Yes No Other: New 0 Addition p< Remodel/Repair Change of Use 0 Total Lot Coverage (Building Footprint): Square feet: % Impervious » ha Kilo __No change te exist a4 Square feet: | hereby certify that the information provided is correct, that | am either the owner or authorized to act on behalf of the owner and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code. Print Name: MIAR@K A. SLOT, Signature: Awee A Secor Date:_(0 -\4- 10 FF FILE copy indo m vetetarats TASK CO oe a —. a Ai: 1D "i TITLE PORT TOWNSEND) FEIAY TEA pReP //- : ART ANDERSON | 7 5iCA). SELUIKITY [NPRA STR. 202 PAI AVENUE, BREMERTON, WA 98337, (360) 479-5600 STRU CT URA L L : SHTT TT) ie OWNER: WASHINGTON STATE.FERKIEO sige: 130] WATER ST. PORT TBWNSENO, WA. coop: = Move 7’ BEARING /GHEAK WALL 3° wkST Loavs; (FROM 1996 STRUCTURAL PLANS ) oF LIVE = 25 Por Cor Deal = 15 VSF GHEAT. WALL CAFACITY= 220 PLE insucoveroueterees TASKOE WS EO 35 DATE Jo) ~}- 12 4 An ANpERSON | TLE /7 T.Towl SEND F % TER PREP.) Gi Assocures | SHAR VAL REPLACEMENT prorat 1, Baro, Wh 97 40 «0 SHT | 24-{ TY | Gald4, ) re Wale, 6/96 fa nin SA) CAP = 1A0 PLES Now ee je (suT, SH) P2270 »7' = 1940™ oor LIE do POF OL zis Vor Kook Bi) F: oh - JAB” 44! p88" p= 40 Per BE: 51S PUP 3 L=7” HzO sea" JL. DEE‘ Wajg IL” F= [fF 4 25x43 6 (aia L b= eA in ? fhe 64 “DCE = Tioep-OF —p VL G2 Ugy= HEV I= 94.6 L/4BZ-0K - TRUSS RES x2*40z147* [S28 -1dIO™ aK, S,u/, HOLD an 1540 ve OMY T. = = 540" _ W, a Peas ia w/ =(B'42') TXB = 250 ] wv <M,= |IACxE = 950445 6,44} 20 | ) 3 . a AG 3 We Itong - 70.48 Love al 2 189% -(£8 =17o7#* a On LI7LS) W=/989* CK EMO OI9T 2 4" 5 Grea >", General Information The NREC requirements are divided into those applying to each of the three major building systems described below: e Building Envelope- the structural components of the building and their insulation levels, including glazing and doors. ¢ Mechanical Systems- mechanical equipment/system efficiency and controls, service water heating, and heated pools. e = Lighting Systems- lighting system efficiency, including the lighting power allowance and types of lighting and controls, and motor efficiencies. Compliance is demonstrated separately for each of the three systems described above. One exception to this, the system analysis compliance approach, determines the energy efficiency of the building as a whole rather than for each system. Energy code compliance must be addressed at the time of building permit application. For each of the three building systems, compliance must be demonstrated in two general areas. ° Compliance with a series of general requirements that apply, regardless of the compliance path chosen. ¢ Compliance with the requirements of one of the optional compliance paths, in order to demonstrate overall energy efficiency of that system. Compliance Options For each of the three building systems, there are three optional NREC compliance paths. The availability of three options simplifies code compliance in many situations, yet offers design flexibility when needed. The three compliance options are illustrated in the figure below. Easy Option Ease of ——+ Compliance Design Flexibility Responsibility for information —\. Least Flexible Comprehensive Option More Flexible Systems Analysis Most Calculation oS ee. Most Flexible Although designated Department staff members will help you with general questions about completing this form, it is ultimately your responsibility to provide detailed information about heating systems, glazing, insulation and other requested building specifications. Since these forms will be evaluated for completeness and accuracy, you can avoid unnecessary permit delays by carefully providing all required information. Disregard items that don't address your particular building or equipment. Design Changes Be sure to get prior approval from the Department if you wish to make changes in your project during construction. Code Books For more detail, refer to the 2003 Washington State Energy Code, and the 2003 Ventilation and Indoor Air Quality Code. Both may be obtained, for free, from Washington State University’s Energy Program website (www.energy.wsa.cdu). The NREC compliance forms may be obtained from the Northwest Energy Efficiency Council (NEEC) www.neec.net. This website includes forms, useful links, and the Technical Reference Manual. | Climate ; Zone 1 ENV-SUM Envelope Summary 2003 Washington State Nonreskiential Energy Code Compliance Forms Project Info —_[ProlectAddrass Poet TewNSend> Facey TEeminauate (2-15-10 1 Fo/ Kl ATER oT: For Building Department Use PORT TONNSERS WA 94836 Applicant Name: MACK SCOTT Applicant Address: HQ FACILIN ES OFFICE WSP0oT Applicant Phone: Be0 - S6l- 1206 x Project Description | New Building Dx Adaition (J Alteration (_] Change of Use Compliance Option Pr romuenhoudccariaamauny Bienes — saya Bae ling Space Heat Type & Electric resistance HEAT AP? © All other (see over for definitions) Total Glazing Area ae version: these values are automatically taken from ENV-UA-1. Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be included in the (vertical & overhd) divided by Wall Area times 100 equals % Glazing Gross Exterior Wall Area if they are insulated to the level required for opaque walls. O > | | a X100= © To O yes Check here if using this option and if project meets all requirements for the Concrete/Masonry Concrete/Masonry Option Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying Oo no assembly below. Envelope Requirements (enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space _ {Insulation on interior - maximum U-factor is 0.19 Minimum Insulation R-values insulation on exterior or integral - maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option, list walls All Other Roofs with HC 2 9.0 Btu/ft?*°F below (other walls must meet Shee Opaque Wall requirements). Use descriptions and values Opaque Walls' from Table 20-5b in the Code. Below Grade Wails Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value & position} Slabs-on-Grade Radiant Floors Maximum U-factors Opaque Doors Vertical Glazing Overhead Glazing Maximum SHGC (or SC) Vertical/Overhead Glazing | Semi-heated space” Minimum Insulation R-values Roofs Over Semi-Heated Spaces” 1. Assemblies with metal framing must comply with overall U-factors 2. Refer to Section 1310 for quatifications and requirements d; ~ } . The. é ime 1OnW Is pet Notes: ah ee dents iy Ne bb st of addite mab ext ural?) Envelope Summary (back) Climate Zone 4 ENV-SUM 2003 Washington State Nonrasidential Energy Code Compliance Forms Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. 1302 Space Heat Type: For the purpose of determining building erivelope Electric Resist : Space heating systems which use electric rasistanca requirements, the following two calegories comprise all space healing types: START elements as the primary heating system Including baseboard, radiant, and Other: All other space heating systems including gas, solid fuet, oll, and forced air units where the total electric resistance heat capacity exceeds 1.0 Propane space heating systems and those systems listed in the exception to Wif? of the gross conditionad fioor area, Exception: Heat pumps and electric resistance. (continued at right) terminal electric resistance heating in. variable air vclume distribulion systems. Masanrywall All wails R-11 All walls R-19 insulation? OS vse eri insulation? No <40% < 20% i No. <20% Glazing? Glazing? Glazing? Glazing? Yes T t All Insulating Installed? All =e Installed? All = installed? All Insulating Installad? Opague Wall R-11 Opague Wall R-14 Metal Framed Wall = J-0,062 Metal Framed Wall = U-0.062 Below Grd Wall (ext) R-10 Masonry Wall (int) U-0.19 Other Opaque Wall R-19 Other Opague Wall =R-19 S8elow Grd Wall (oth) R-11 Masonry Wall(othar) = U-0.25 Masonry Wall (int) U-0.18 Belaw Grd Wall (ext) R-10 Roof Over Attic R-30 Below. Grd Vall (ext) R-10 Masonry Wall(other) U-0.25 Below Grd Wall (oth) R-19 Ail Other Roof R-24 Below Grd Wall (oth) R-11 Below Grd Wall (ext) R-10 Roof Over Attic R-38 Raised Floor R-18 Roof Over Attic R-30 Below Grd Wall (oth) R-19 All Other Reof R-30 Slab-On-Grade R-10 All Other Roof R-21 Roof Over Attic R-38 Raised Floor R-30 Radiant Floor R-10 Raised Floor R-19 All Other Roof R-30 Slab-On-Grade R10 a Opaque Door Uu0.6c Slab-On-Grade R10 Raised Floor R-30 Radiant Floor R-10 = ar Radiant Floor R-10 Stab-On-Grade R-10 Cpaque Door UO0.60 Glazing Criteria Met? Opaque Door -0,60 | | Radiant Flaor R-10 Glazing Criteria Met? Glazing Vert OH Glazing Criteria Met? Opaque Door UAL5e Gaing Vat On oe a ee Glazing Vert OH Glazing Criteria Met? Area% Val UVal SHGG 15-20% 076 140 400 Area% UVat UVal SHGC] |Giazing Vert OH 0-20% 0.80 1.00 20-30% 0.65 1.30 0.85 0-10% 090 1.46 100 Area% UVal UVal SHGC 30-40% 0.60 430 04s 10-16% 076 34.40 100 Q-20% 040 0.80 1.00 - = - 15-20% 065 1.30 080 20-25% O60 1.30 045 Yes Yes—| Na | Component Performance ; . or Systems Analysis Required + A “Ifthe area Concrete/Masonry Option* Wall Heat Capacity (HC) weighted heat Assembly Description Assy.Tag Hc Area (sf) HC x Area capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. “For framed walls, assume HC=1,.0 unless calculations are provided; for all other walls, use Totals Section 1009. Area weighted HC: divide total of (HC x area) by Total Area 2003 Washington State Nonresidential Energy Code Compliance Fo paecNidres Foet Towns Ferru “Jecwc n2t me |2- iS- (O Space Heat Type © Electric tasistance O All other For Bullding Department Use Glazing Area as % gross exterior wall area Prop. | Max.Target Concrete/Masonry Option Oves © No Notes: if glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete/Masonry Option is used, Target U-factors, SHGC and Glazing % will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID & page # U-factor x Area (A) = UA{UXxA) | U-factor x Area (A) = UA(UxA) U= Plan ID: U= Plan ID: Glazing % SS apind Reels, Other Heating q PB | Plan ID: WALLS AGE K- \9 ~€N U= Plan ID: ‘ 26 Jus Plan ID: CEIUING ro —-320 U= Plan ID: U= Plan ID: FLOOD! | 2 Ee s 320 8 U= Plan ID: P| lu= Plan ID: S| 9 |U= Plan {D: 9 1° |u= Plan ID: ® | 2 [Us Plan ID: £/e2 9 |U= Plan ID: Lia O}g |U= Plan ID: ° lus Plan ID: 8» U= Plan ID: & & |U= Plan ID: 25 [s) U= Plan {D: le = 8 R= Plan ID: 3 3 R= Plan ID: ee R= Plan ID: ~ go R= Plan ID: #9 |R= Plan ID: Electric Resist. ~ Other Heating Of Ire Plan ID: 10.084 0.050 R= Plan ID: ** * R= Plan ID: ae 2 R= Plan ID: ba = R= Plan ID: 2 |R= Plan ID: a |R= Plan ID: o Ire Plan ID: **Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) R= Plan ID; 3 SIR= Plan ID: o © Spe ; 0 {R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls io . |R= Plan ID: a 5 o|R= Plan ID: 6 = OIR= Plan ID: e3 R= Plan ID: So E]R= Plan ID: 4 O|R= Plan ID: A Pers Plan ID: = an ID: R= Plan ID: *For CMU walls, indicate core insulation material. For compliance: 1) Proposed Total Area shall equal Targ Total Total] | eT Tolal Alea, and 2) Proposed lotal UA shall nofexceed Target To Climate Zone 1 ENV-SHGC 2003 Washington State Nonrasidentisl Energy Code Compliance Forms Glazing Proposed SHGC Target SHGC } List components by assembly ID & page # SHGC* x Area (A) = SHGC xA SHGC x Area (A) = SHGC xA i e NA No watows me IT een Gl a z i n g *Note: Manufacturer’s SC may be used in lieu of SHGC. Totals Totals | For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A ; NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. i Target Area Adjustment Calculations If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV-SUM1) exceeds the maximum allowed in Table 13-1, then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas; Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Nai i = OG= VG= ote: Glazing Area]OG OG = overhead glazing Opaque Area VG = vertical glazing Gross Exterior Wali Max Glazing Area Maximum Target Area {Table 13-1) Glazing Area L | x | J} + too | =| > i LY Target OG Area in Roofs over Attics . Target OG Area in Other Roofs i Max OG Remaining Target VG Area For Target OG's, the ; } rn = [ ] 31 = lesser values are i — lesser = jesser used both here and } —> —> below. i S i Proposed Opaque Area Proposed OG Area ™a Target OG area Target Opaque Area ; Roofs over Attics + — |SSFaRERE 1 = Pec ieea a i Other Roofs + _ = Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area | Wats] | | + | | _ | | = Pa | Target Areas OK ] : Note; If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. If the Target Areas for Opaque Walls listed on the front must equal the total calculated here. Target values in shaded boxes are used in the applicable Target UA calculations on the front. Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above. 3 ' 4 3 3 4 5 i j 2003 Washington State Nonresidentia! Energy Code Compliance Forms ENV-CHK Project Address PorT TOKINSEND FECEY TEEM, [Pate IZ-l6-10 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Coda. Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified an plans if allowed ai 1302 Space heat type: J Ex sTIN iy HEAT Pu WMP indicate on plans that electric resistance heat is not allowed 1310.2 _|Semi-heated spaces Semi-heated spaces identified on plans if allowed 1314 Insulation — 1314.1 |Insul. installation [once densities and clearances 1311.2 | Roof /ceiling insul. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for altic insulation; ww Indicate baffles if eave vents installed; _|Indicate face stapling of faced batts 1311.3 [Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; go Indicate above grade exterior insulation Is protected; Indicate loose-fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD; 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface; WF Indicate supports not more than 24” 0.c.; -_ Indicate that insulation does not black . airflow through foundation venis 1311.5 |Slab-on-grade floor Indicate R-value on walt section or foundation detail; i Indicate slab insulation extends down vertically 24" from top; Indicate above grade exterior insulation is protected 1311.6 Radiant floor Indicate R-value on wail section or foundation detall; _ Indicate slab insulation extends down vertically 36" from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where req'd. by Official O= 1312 Glazing and doors Provide calculation of glazing area (including both vertical ms vertical and overhead) as percent of gross wail area 1312.1 |U-factors Indicate glazing and door U-factors on glazing and door schedule {provide area-weighted calculations as necessary); | |[ndicate if values are NFRC or default, if values are default then specify frame type, glazing layers, gapwidth, low-e coatings, gas fillings 1312.2 |SHGC &SC Indicate glazing solar heat gain coefficient or shading __ coefficient on glazing schedule (provkle area-weighted calculations as necessary) ; 1313 Moisture control i“ 1313.1 [Vapor retarders pee vapor retarders on warm side 1313.2 |Rooffceiling vap.ret. Indicate vapor retarder on roof section; — Indicate vap. retard. with sealed seams far non-wood struc. a 1313.3 [Wall vapor retarder Indicate vapor retarder on wall section _— 1313.4 | Floor vapor retarder Indicate vapor retarder on floor section 1313.5 [Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12” on ground 1344 __ |Alr leakage 1314.1 |Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping cies 1314.2 |Glazing/door sealing Indicate weatherstripping — 1314.3 |Assemb. as ducts indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFO RMANCE (Sections 1320-23 or 1330-34) Envelope Sum. Form Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD 2.1 screen 1 output if necessary If "no" Is shown for any question, provide explanation: ee r re ee en e ree eo n s ! ENV-CHK 2003 Washington State Nonresddential Energy Code Compliance Forms Envelope - General Requirements 1311 Insulation 4311.1 Installation Requirements: Ail insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R-vatues. To the maximum extent possible, insulation shall extend over the full component area fo the intended R- value. 1311.2 RooffCeiling Insulation: Open-blown or poured loose- fill insulation may be usedin attic spaces where the slope of the ceiling is not more than 3/12 and there is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the incoming air above the surface of the insulation. Where lighting fixtures are recessed into a suspended or exposed grid ceiling, the roof/ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures. Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wail cavities isolated during framing shall be fully insulated to the levels of the surrounding walls. When installed in wood framing, faced batt insulation shall be face stapled. Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Ftoor insulation shall be installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so Spacing Is not more than twentyfour inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab-On-Grade Floor: Slab-on-grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty-fourinches or to the top of the footing, whichever is less. {nsulation Installed outside the foundation shall extend downward a minimum of twenty-four inches or to the frostline, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab-on-grade insulation shall extend downward from the top of the slab a minimum distance of thirty-six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty-six inches. If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil, Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub-floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U-Factors: U-factors for glazing and doors shall be detemined, certified and labeled in accordance with Standard RS-31 by a certified independent agency licensed by the National Fenestration Rating Council (NFRC). Compliance shall be based on the Residential or the Nonresidential Model Size. Product samples used for U-factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Unlabeled glazing and doors shalt be assigned the default U-factor in Section 2006. 1312.2 Solar Heat Gain Coofficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance with solar heat gain coefficient requirements. Shading coeffidents for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturer's test data. 1343 Moisture Control 4313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 4/3 of the nominal R-value between it and the conditioned space, 1313.2 Roof/Ceiling Assemblies: Rooff/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Rooffceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation Is installed between the roof membrane and the structural roof deck 1313.3 Walls: Walls separating conditioned space from unconditioned space shalt be provided with a vapor retarder. 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder. 1313.5 Crawl] Spaces: A ground cover of six mil (0.006 inch thick) black polyethylene or approved equal shall be laid over the ground within crawl spaces. The ground cover shall be averlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one-half inches. : 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces. Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings in the building envelope shall be sealed, caulked, gasketed, or weatherstripped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight fitting with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblles Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be seated, caulked, and gasketed to limit air leakage. 2003 Washington State Nonresidential Energy Code Compliance Form Lighting Summary LTG-SUM 2008 Washington State Nonresidentia} Enargy Code Compliance Forms Project Info |Priect Address F2 er “Townisenp - Deeveity fRoy. [Pt 12-1@-10 = N Ret Tounsenp fegey Teen. For Building Department Use Applicant Name: MACK Stor Applicant Address: 92s Ui nipeesén WAY UMWaTee WA 9h 56\ Applicant Phone: 20- Sbl- (Zot . + Project Description C] New Building KI Addition | Alteration (Plans Included 3x2 Bun ol Refer to WSEC Section 1513 for controls and commissioning requirements. LT. Compliance Option © Prescriptive O Lighting Power Allowance © systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions [_] No changes are being made to the lighting (check appropriate box) | Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location (flcor/reom no.) Allowed Occupancy Description Watts per fi? ** Area in ft? Allowed x Area iT KCOM EXPANSION 322! USE EXISTING LIGHTING - Nol ADOLUTION LIGHTS “ From Table 15-1 (over) - document all exceptions on form LTG-LPA ; Total Allowed Watts Notes: 1, Use manufacturer's listed maximum input wattage. For hard-wired ballasts only, the default table in the NREC Technical Reference Manual may also be used 2. include exit lights unless less than 6 watts per fixture. Proposed Lighting Wattage (Interior) List all fixtures. For exempt fighting, not exception and leave Watts/Fixture blank. Location Number of Watts! Watts (floor/room no.) Fixture Description Fixtures Fixture Proposed NIZA “A Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft? Allowed Watts Location Description per f? or per lf | (or If for perimeter) x ft? (or x If) Covered Parking 7 (standard paint) a et 0.2 WA Covered Parking N BS (reflective paint) \ J 0.3 wit? Open Parking 0.2 wit? Outdoor Areas 0.2 Witt? Bldg. (by facade) 0.25 WIR” Bldg. (by perim) 7.5 Wii Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts . . - Use mfar listed maximum input wattage. For fixtures with hard-wired ballasts only, Proposed Lighting Wattage (Exterior) the default fable in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Ki Fixture Description Fixtures Fixture Proposed WE Total Proposed Watts may not exceed Totat Allowed Watts for Exterior Total Proposed Watts Lighting Summary (back) 2003 Washinglon State NanresKiential Energy Code Compiiance Farms LTG-SUM Prescriptive Spaces Occupancy: © Warehouses, storage areas or aircraft storage hangers @)Other Qualification Checklist Lighting Fixtures: (_] Check here if at least 95% of fixtures in the space meet all four criteria: Note: If occupancy type is “Other” and fixture , answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non-lensed, with only one or two lamps, and {he space is not limited by Code. Clearly indicate these spaces on plans. If not WN ps 2. Lamps are T-1, T-2, T-4, T-5, T-6, T-8 3. Lamps are 5-50 Watts, and qualified, do LPA Calculations. 4, Ballasts are electronic ballasts 5. Exit lights < 5 watts/fixture 8. Screw-in compact fluorescent fixtures do not qualify TABLE 15-1 Unit Lighting Power Allowance (LPA) facilities of other use types (including but not limited to schools, hospitals, institutions, museums, banks, churches)""' Use’ LPA* Use" LPA* (Wisf) (Wisf) Painting, welding, carpentry, machine shops 7 2.3 Police and fire stations” 1.5 Barber shops, beauty shops 2.0 Atria (atriums) 1.0 Hotel banquet/conference/exhibition hall”” 2.0 Assembly spaces’, auditoriums, gymnasia’, heaters | 1.0 Laboratories 2.0 Group R-1 common areas 1.0 Aircraft repair hangars 1.5 Process plants 1.0 Cafeterias, fast food establishments” 1.5 Restaurants/bars” 1.0 Factories, workshops, handling areas 1.5 Locker and/or shower facilities 0.8 Gas stations, auto repair shops’ _ 1.5 Warehouses ", storage areas 0.5 institutions — 1.5 Aircraft storage hangars 0.4 Libraries” 15 Retail”, retail banking 15 Nursing homes and hotel/motel guest rooms 1.5 Parking garages ; See Sectian 1532 Wholesale stores (pallet rack shelving} 18 Mall concourses 1.4 Plans Submitted for Common Areas Only’ Schools buildings (Group E occupancy only}, 1.35 Main floor building lobbies" (except mall 1.2 school classrooms, day care centers concourses) Laundries 1.3 Common areas, corridors, toilet facilities and 0.8 washrooms, elevator lobbies Office buildings, office/administrative areas in 1.2 $7,141 Footnotes for Table 15-1 1) 2) 10) 11) In cases in which a general use and a specific use are listed, the specific use shall apply. In cases in which a use is not mentioned specifically, the Unit Power Aflowance shall be determined by the building official. This determination shall be oased upon the most comparable use specified in the table. See Section 1512 for exempt areas. The watts per square foot may be increased, by two percent per foat of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. Includes pump area under canopy. In cases in which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable office floor area and 0.80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms. Common areas, as herein defined do not include mall concourses. For the fire engine room, the Unit Lighting Power Allowance Is 1.0 watts per square foot. For indoor sport tournament courts with adjacent spectator seating, the Unit Lighting Power Allowance for the court area is 2.6 watts per square foot. Display window Illumination installed within 2 feet of the window, lighting for free-standing display where the lighting moves with the display, and building showcase illumination where the lighting is enclosed within the showcase are exempt. An additional 1.5 wift? of merchandise display luminaires are exempt provided that they comply with all three of the following: a) located on ceiling-mounted track or directly on or recessed into the ceiling itself (not on the wall). : b) adjustable in both the horizontal and vertical axes {vertical axis only is acceptable for fluorescent and other fixtures with {wo points of track attachment). ¢) fitted with tungsten halogen, fluorescent, or high intensity discharge lamps. This additional lighting power is allowed only if the lighting is actually instatled. Provided that a floor plan, indicating rack focation and height, is submitted, the square footage for a warehouse may be defined, for computing the interior Unit Lighting Power Allowance, as the floor area not covered by racks plus the vertical face area {access side only) of the racks. The height allowance defined In footnote 2 applies only to the floor area not covered by racks. 2003 Washington State Nonresidential Energy Code Compliance Forms Project Address eT TOoNNSENO Feget TEEM. ina IZ%-1|6-10 Use this form if you are claiming any ceiling height adjustments for your Lighting Power Allowances for interior lighting. The Occupancy Description should agree with the "Use" listed on Code Table 15-1. Identify the appropriate Ceiling Height Limit (9 feet, 12 feet or 20 feet) on which the adjustment is based. The Adjusted LPA is calculated from this number and from the Allowed Watts per ft?. Carry the Adjusted LPA to the corresponding "Allowed Watts per i" location on LTG-SUM. Adjusted Lighting Power Allowances (Interior) Location Allowed Ceiling Height | Ceiling Height limit] Adjusted LPA (floor/room no.) Occupancy Description Watts per ft? **| for this room | for this exception” Watts per ft? ,_ { / 7 IN ZA oe Lig wtTiNG IND EXISTING Ropw\ Sxl Bon To LIShT oma Our. *™ From Table 15-1 based on exceptions listed in footnotes Lighting Permit Plans Checklist LTG-CHK Prolect Address Foe T “TOWNSEND FERRY TERM. - SEOORTY Date 12-1@ -10 The following information is necessary to check a lighting permit application for compliance with the lighting requi 1994 Washington State Nonresidential Energy Code. rements in the Applicability Code Location | Building Department (yes, no, n.a.) Section |Component Information Required on Plans Notes LIGHTING CONTROLS (Section 1513) “A. 1513.1 |Local control/access | Schedule with type, indicate locations 1513.2 |Area controls Maximum limit per switch 1513.3 |Daylight zone control Schedule with type and features, indicate locations / vertical glazing Indicate vertical glazing on plans ) N / iN overhead glazing —_| Indicate overhead glazing on plans wW9e " ei 1513.4 |Display/exhib/special {Indicate separate controls ort ct \ 1513.5 {Exterior shut-off Schedule with type and features, indicate location ai (a) timer w/backup —_| Indicate location N : AW (b) photocell. Indicate location \ 5w 1513.6 |Inter. auto shut-off {Indicate location 1513.6.1 |(a) occup. sensors |Schedule with type and locations 1513.6.2 |(b) auto. switches {Schedule with type and features (back-up, override capability); Indicate size of zone on plans 4 1513.7 |Commissioning Indicate requirements for lighting controls commissioning mn. a Lighting Sum. Form |Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture VIA L [Elec motor efficiency |MECH-MOT or Equipment Schedule with hp, rpm, efficiency | If "no" is circled for any question, provide explanation: 2003 Washinglon State Nonresidential Energy Code Compliance Forms LTG-CHK Lighting - General Requirements 1513 Lighting Controls. Lighting, including exempt lighting in Section 1512, shall comply with this section. Where occupancy sensors are cited, they shall have the features listed in Section 1513.6.1. Where automatic time switches are cited, they shall have the features listed in Section 1513.6.2. 1513.1 Local Control and Accessibility: Each space, enclosed by walls or ceiling-height partitions, shall be provided with lighting controls located within that space. The lighting controls, whether one or more, shall be capable of tuming off all lights within the space, The controls shall be readily accessible, at the paint of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: i 1. Lighting controls for spaces which must be used as a whole. 2, Automatic controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means of switching. EXCEPTIONS: 1. Industrial or manufacturing process areas, as may be required for production. 2. Areas less than five percent of footprint for footprints over 100,000 square feet. 1513.3 Daylight Zone Control: All daylighted zones, as defined in Chapter 2, both under overhead glazing and adjacent to vertical glazing, shall be provided with individual controls, or daylight-or occupant-sensing automatic controls, which control the lights independent of general area lighting. Contiguous daylight zones adjacent to vertical glazing are altowed to be controlled by a single controlling device provided that they do not include zones facing more than two adjacent cardinal orientations {i.e. north, east, south, west). Daylight zones under overhead glazing more than 15 feet from the perimeter shall be controlled separately from daylight zones adjacent to vertical glazing. EXCEPTION: Daylight spaces enclosed by walls or ceiling height partitions and containing 2 or fewer light fixtures are not required to have a separate switch for general area lighting. 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled independently of general area lighting. 1513.5 Automatic Shut-Off Controls, Exterior: Exterior lighting not intended for 24-hour continuous use shall be automatically switched by fimer, photocell, or a combination of timer and photocell. Automatic time switches must also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. 1513.6 Automatic Shut-Off Controls, Interior: Office buildings greater than 5,000 sq. ft. and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting. EXCEPTIONS: 4. Areas that must be continuously illuminated, or illuminated in a manner requiring manual operation of the lighting. 2. Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and incorporate an automatic holiday "shut-off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Autornatic time switches shall also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, if power is interrupted. Automatic time switches shall incorporate an over-ride switching device which: a) is readily accessible; b) is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated is annunciated; and c) Is manually operated; d) allows the lighting to remain on for no more than two hours when an over-ride is initiated; and €) controls an area not exceeding 5,000 square feet or 5 percent of footprint for footprints over 100,000 square feet, whichever is greater. 1513.7 Commissioning Requirements: For lighting controls which include daylight or occupant sensing automatic controls, automatic shut-off controls, occupancy sensors, or automatic time switches, the lighting controls shall be tested to ensure that control devices, components, equipment and systems are calibrated, adjusted and operate in accordance with approved plans and specifications. Sequences of operation shall be functionally tested to ensure they operate in accordance with approved plans and specifications. A complete report of test procedures and results shall be prepared and filed with the owner. Drawing notes shall require commissioning in accordance with this paragraph. Mechanical Summary 2003 Washington State Nonresidential Energy Cade Compliance Forms MECH-SUM ac e cu n e e i s se a s we p i n s Project Info ProjectAddress, Poel TowNSEND FEEEY TERM [Pate 1Z-\G-iO SELORITY E COW. PY WIP. OUT For Building Dept. Use ApplicantName: WAACK Aco, ARCHITECT Applicant Address: S45 LINDEZSON WAY , “TUMWATER Applicant Phone: % he 5¢ is \206(eil) 4A50| ae ; ‘ Eko jane Description ZxG& PoumP-ool OF EXISTING IT BOOM Briefl i i * prety eenterecioneal | Guinn, HEAT PUMAP UNIT TO HANOLE RE-ORGAMIBATIONS . oF IT EQUIPMENT IN EXPANDED S“Ace. ia Includes Plans Include documentation requiring compliance with commissioning requirements, Section 1416. ‘ 5 Simple System Complex System Systems Analysis Compliance Option O - O — O (See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.) Equipment Schedules _ | The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projacts without plans, fill In the required information below. Cooling Equipment Schedule Equip. Capacity” OSA CFM SEER ID Brand Name’ Model No.‘ Btwh Total CFM | or Econo? or EER IpLV? Location pS aj Heating Equipment Schedule Equip. Capacity* OSA cfm ID Brand Name? Model No." Btu/h Total CFM | orEcono? | Input Btuh | Output Btuh | Efficiency* vi | 7 La. Fan Equipment Schedule Equip. ID Brand Name" Model No.’ CFM sP' HP/BHP |Flow Control®] —_Location of Service l \ ZA AY U ‘ifavailable. ? As tested according to Table 14-1A through 14-1G. *Ifrequired. * COP, HSPF, Combustion Efficiency, or AFUE, as applicable. 5 Flow control types: variable air volume(VAV}, constant volume (CV), or variable speed (VS). Za EXis TING System Description See Section 1421 for full description | or Cooling Onlys of Simple System qualifications. if Heating/Cofling (_] Constant vol? [_] Air cooled? MECH-SUM (_] Packaged sys? [_] <54,000 Btuh 5 Bz Split system? [7] Economizer included? a if Heating Only: = [] <5000 cfm? [] <70% outside alr? Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. System Type Heating Only -Yes <70% OSA>—Yes> _ Heating/Cooling a oe ee ao wow <70% OSA No Yes Air Reference Cooled?” Ne al Section 14214 p--— Noo Reference Econa Section 1423 >84,000 Bt Yes» Included? Ves—h . ¥ “°° No Simple System “No 4 Allowed >a No tig ia, = Reference Section 1420 v Use Complex Reference Systems Section 1430 Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems Campiex Systems requirements are applicable to this project. klist MECH-COMP 2003 Washington State Nonresidential Energy Code Compliance Forms Project Address KI / A Date The following additional information is necessary to check a mechanical permit application for a complex For Building Department Use mechanical system for comptiance with the mechanical requirements in the Washington State Nonresidential Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH- CHK checklist for additional system requirements). This information must be on the plans since this is the official record of the permit. Having this information in separate specifications alone is NOT an acceptable alternative. ‘ Applicability Code Location | Building Department (yes, no, n.a.) } Section |Component Information Required on Plans Notes ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY 1431.1 |Field assem. sys. Provide calculations 1432.1 |Setback & shut-off [Indicate separate systems or show isolation devices on plans 1432.2.1 |Air system reset Indicate automatic reset 1432.2.2 |Hydr. system reset {Indicate automatic reset . . Indicate economizer on equipment schedule or provide 1433 Air Economizer calculations to justify exemption ; Ww E iz Indicate water economizer and provide calculations if 1433 sia ator ELOncrniaer Exception 2 is utilized 1434 |Separate air sys. Indicate separate systems on plans Indicate that simultaneous heating and cooling is prohibited, 1486 [Simul hig. & cig. uniess use of exception is justified Indicate heat recovery on plans; complete and attach heat 1436 | Heat recovery recovery calculations 1437 Elec. motor effic. MECH-MOT or Equip. Schedule with hp, rpm, efficiency 1438 | Variable flow sys. Indicate variable flow on fan and pump schedules 1439.1 |Kitchen Hoods Indicate uncooled and unheated make-up air 1439.2. [Fume Hoods Indicate VAV, unheated/uncooled or heat rec. makeup "no" is circled for any question, provide explanation: Decision Flowchart requirements. Use this flowchart to determine how the requirements of the Complex Systems Option apply to the project. Refer to the indicated Code sections for more complete information on the { Start Here ) Section 1411.1 Equipment Efficiency Shall Meet Tables 14-1A through 14-1G Gas/Oil Fumace > 225,000 Btuh? Yes 1411,1 Intermittent Ignifian Device & Power Venting or Bamper, 0.75% Maximum Jacket 1412.6 Modulating or Staged Combustion Cantrols Required Loss Air System Serving Mukiple Zones? apacity of HWW Heating System > 600,000 Btuh?, Equipment? Yes No Y Yes Yes Section 1431.1 , Calculations of Total Section 1432.2 On-Site Energy Input Supply Air Reset & Ouput Required Controls Required Section 1432.2 Hol Temperature Reset Water Supply Required (continued on back) | we i t v t e t i o n n w n e y 2003 Washington State Nonresidential Energy Code Compliance Forms No Motor Incl. in Eqpmt. Covr'd by . Multi-speed Moto in Multi-speed system? MECH-COMP Section 1437 Moters Must Meet Efficiencies in Table 14-4 Section 1436 60% Effective Heat Recovery Required Package Unit <64,000 Btuh? Water Cocled wiWater Econo? No Y Yesr Section 1433 Air-Side Economizer Required E ' wi Simultaneous Hig. & Cig.? Yes—p; Reduce Supply Air OF No. Section 1435 Zone Controls Must Quantity Before Reheating/Recooling Application Section 1438 Involves Variable Variable Flow Flow? Devices Required No Section 1439.2 Total Bldg. Furie One Requirea: Exhaust > 15,000 Yas > q cfm? a. 50% VAV Exhaust & Make-up b. 75% Oirect Makeup w/ Tempering Only No c. Heat Recovery per 1436 d, Constant Volume wi Section 1439.1 < 50fpm Face Velocity Hoed > 6,000, yes—p} No Heating or ci? Cooling for at Least 50% of Make-up Air ci e a g e a g u e co n s e ae co o g e a n a t i e s s ee t ; i 3 S UOLO 2003 Washington State Nonresidential Energy Code Complianos Forms Project Address fet TowngeEne Feeey t a SELIRATY oom Date [z- 1@-10 Complete the following for all design A & B squirrel-cage, T-frame induction permanently wired For Building Department Use polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm {unless one of the exceptions below applies). NO N\OTORS Ki /, A w/ THis APATION Motor Min.Nom. No. or Type Synch. Full load Location HP (open/closed) Description of Application or Use Speed Efficiency Minimum Nominal Full-Load Efficiency Open Motors Closed Motors Exceptions: Synchronous 1. Motors in systems designed to use more Speed (RPM) ] 3,600 1,800 1,200 3,600 1,800 1,200 than one speed of a multi-speed motor. HP Efficiency (%) Efficiency (%) 2. Motors already included in the efficiency 1.0 - 82.5 80.0 75.5 82.5 80.0 requirements for HVAC equipment (Tables 14-1 15 82.5 84.0 84.0 82.5 84.0 85.5 or 2.0 84.0 84.0 85.5 84.0 84.0 86.5 14-2). 3.0 84.0 86.5 86.5 85.5 875 87.5 3. Motors that are an integral part (i.e, not 5.0 85.5 87.5 87.5 87.5 B75 87.5 easily removed and replaced of specialized 7.5 87.5 88.5 88.5 88.5 89.5 89.5 process equipment (i.e. equipment which 40 88.5 89.5 90.2 89.5 89.5 89.5 requires a special motor, such as an explosion- 15 89.5 91.0 90.2 90.2 91.0 90.2 proof motor). 20 902 91.0 91.0 90.2 91.0 90.2 4. Motors integral to a listed plece of 25 91.0 91.7 91.7 91.0 92.4 91.7 equipment for which no qualifying motor has 30 91.0 92.4 92.4 91,0 924 91.7 been approved (i.e. if the only UL. listing for the 40 01.7 93.0 93.0 91.7 93.0 93.0 equipment is with a less-efficient motor and 50 92.4 03.0 93.0 02.4 93.0 93.0 there is no energy-efficient motor option). 60 93.0 93.6 93.6 93.0 93.6 93.6 75 93.0 944 63.6 93.0 944 93.6 For motors claiming an exception, fist motor 100 93.0 94.1 94.1 93.6 04.5 04.1 and note which exception applies. 125 93.6 94.5 94.1 94.5 94.5 94.1 150 93.6 95.0 94.5 94.5 95.0 95.0 200 94.5 95.0 94.5 95.0 95.0 95.0 sh a n e Va n n st n we b e k i n s 2003 Washington State Nonresidential Energy Code Co Mechanical Permit Plans Checklist 2003 Washington State Nonresidential Energy Code Compliance Forms pliance Form MECH-CHK Project Address ¢>—. ort Tousngessp Ferrey Teen - s2cveTy en ad I2-|I@-lo | The fallowing information is necessary to check a mechanical permit appiication for compliance with the mechanical requirements in the Washington State Nonresidential Energy Code. Applicability {yes, no, n.a.) Code Section Component information Required Location on Plans Building Department Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411 | Equipment performance 1411.4 |Pkg, elec. hig.& clg. [List heat pumps on schedule ate 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency 1411.1 |Combustion htg. Indicate intermittent ignition, flue/draft damper & jacket loss 1412 |HVAC controls 1412.1 |Temperature zones | Indicate locations on plans 1412.2 |Deadband control Indicate 5 degree deadband minimum aT HT 412.3 [Humidity control Indicate humidistat ; PRS oF 1412.4 |Automatic setback Indicate thermostat with night setback and 7 diff. day types | a 14124.1 |Dampers Indicate damper location and auto. controls & max. leakage a I A 1412.4.2 |Optimum Start Indicate optimum start controls Jka: 1412.5 [Heat pump control [Indicate microprocessor on thermostat schedule 1412.6 [Combustion htg. Indicate modulating or staged contro! 1412.7 | Balancing Indicate balancing features on plans 1422 | Thermostat interlock |Indicate thermostat interlock on plans 1423 |Economizers Equipment schedule | 1413 _{Atr economizers Fs 1413.1 Air Econo Operation {Indicate 100% capability on schedule Fa 1413.1 |Wtr Econo Operation | Indicate 100% capacity at 45 degF db & 40 deg F wb Fa 1413.2 |Water Econo Doc Indicate clg load & water econoe & clg tower performance WA 1413.3 [Integrated operation {Indicate capability for partial cooling 1413.4 |Humidification Indicate direct evap or fog atomization w/ alr economizer /| 1414 |Ducting systems Fi 1414.1 |Duct sealing Indicate sealing necessary Pal 1414.2 |Duct insulation Indicate R-value of insulation on duct 1415.1 | Piping insulation Indicate R-value of insulation on piping 7416 [Completion Requirements i 1416.1&2 |Drawings & Manuals |Indicate requirement for record drawings and operation docs. NI ‘Zz 1416.3.2 |Air Balancing Indicate air system balance requirements 1416.3.3 }Hydronic Balancing Indicate hydronic system balance requirements —N 1416.4 |Commissioning Indicate requirements for commissioning and prelim. Report 1424 |Separate air sys. Indicate separate systems on plans [Mechanical Completed and atiached. Equipment schedule with types, input/output, efficiency, cfm, hp, economizer SERVICE WA ATED POU ections 1440-1454) 1440 = |Service water htg. Fé 1441 Elec. water heater [Indicate R-10 insulation under tank ri 1442 [Shut-off controls Indicate automatic shut-off Fé 4 1443 | Pipe Insulation Indicate R-value of insulation on piping / 4 1452 |Heat Pump COP Indicate minimum COP of 4.0 / 4 1452 |Heater Efficiency Indicate poo! heater efficiency / 1453 |Peot heater controls |Indicate switch and 65 degree control ri 1454 [Pool covers Indicate vapor retardant cover 1454 {Pools 90+ degrees [Indicate R-12 pool cover “no” is circled for any question, provide explanation: et d a n n n i sa t a n an n e 2003 Washington State Nonresidential Energy Code Compilance Forms 2003 Washington State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH-CHK Mechanical - General Requirements 1411.1 Genoral: Equipment shall have 2 minimum performance at the specified rating conditions nat less than the values shown in Table 14-1A through 14-16. If a nationally recognized certification program exists for a product covered in Tables 14-1A through 14-1G, and it includes provisians for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas-fired and oil-fired forced air furnaces with input ratings > 226,000 Biush (65 kW) shall also have an intermittent ignition or interrupted device (IID), and have either mechanical dratt (including power venting) or a flue damper. A vent damper is an acceptable siternative to a flue damper for furnaces where combustion air Is drawn from the conditioned space, All furnaces with input ratings > 225,000 Btu/h (65 kW), including electric furnaces, that are not located within the conditioned space shall have jacket losses not exceeding 0.75% of the Input rating, 1411.2 Rating Conditions: Cooling equipment shail be rated at ARI test conditions and procedures when ilable. Where no applica procedures exist, data shail be furnished by the equipment manufacturer. 1411.3 Combination Space and Service Water Heating: For combination space and service water heaters with a principal function of providing space heat, the Combined Annual Efficiency (CAE) may be calculated by using ASHRAE Standard 124-1991. Storage water heaters used in combination space heat and water heat applications shall have aither an Energy FActor (EF) or a CAE of not less than the following: EF CAE < 50 gal storage 0.58 0.71 60 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Cooling Equipment: Packaged e'ectric equipment providing both heating and cocling with a total cooling capacity greater | than 20,000 Btu/h shall be a heat pump. Jnstaffed equip it shaelters or cabinets used solely | for personal wireless service facilities. 1442 Controls 1412.1 Temperature Controls: Each system shall be provided with at least one temperature control device, Each zone shall be controlled by individual thermostatic controls responding to temperature within the zone, At a minimum, each floor of a building shall be considered as a separate zone. 1412.2 Deadband Controls: When used to control both comfort heating and cooling, zone thermostatic controls shall be capable of a deadband of at least 5 degrees F within which the supply of heating and cooling energy to the zone is shut off ar reduced to a minimum. Exceptions: 1, Special occupancy, special usage, or code requirements where deadband controls are not appropriate. 2. Buildings complying with Section 1141.4, if in the proposed huilding energy analysis, heating and cooling thermostat setpoints are sat to the same temperature between 70 degrees F and 76 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manua! changeover between heating and cooling modes, 4412.3 Humidity Controts: If a system is equipped with a means for adding moisture, a humidistat shall be provided. 1412.4 Setback and Shut-Off: HVAC systems shall be equipped with automatic controls capable of accomplishing a reduction of energy use through control setback or equipment shutdown during periods of non-use or alternate use of the spaces served by the system. The automatic controis shall have a minimum seven-day clock and be capable of being set for seven different day types per week. Exceptions: 1. Systems serving areas which require continuous operation at the same temperature setpoint. 2. Equipment with full load demands of 2 KW {6,826 Btu/h) or less may be controlled by readily accessible manual off-hour controls. 1412.4.1 Dampers: Outside air inlakes, exhaust outlets and relief outlets serving conditioned spaces shall be equipped with dampers which close automatically when the system Is off or upon power failure. Exceptions: 1. Systems serving areas which require continuous operation. 2. Combustion air takes. 3. Gravity (nonmotorized} dampers are acceptable in buildings 4 less than 3 stories in height Gravity (nonmotorized) dampers are acceptable in exhaust ang relief outlets in the first story and levels below the first story of buildings three or more stories in height. 1412.4.2 Optimum Start Controls: Heating and cooling systems with design supply air capacities exceeding 10,000 cfm shall have optimum start controls, Optimum start controls shall be designed to automatically adjust the start time of an HVAC system each day to bring the space ta desired occupied temperature levels immediately before scheduled eccupancy. The control algorithm shall, as a minimum, be a function of the difference between space temperature and occupied setpeint and the amount of time prior to scheduled occupancy. 1412.6 Heat Fump H eat pumps shall include microprocessor controls that minimize supplemental heat usage during start-up, set-up, and defrost conditions. These controls shall anticipate need for heat and use compression heating as the first stage of haat. Contrals shall indicate when supplemenial heating is being used through visual means (e,g,, LED indicators). 1412.6 Combustion Heating Equipment Controls: Combustion heating equipment with a capacity over 225,000 Btu/h shail have modulating or staged combustion control. Exceptions: 4. Boilers. 2, Radiant Heaters. 4412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but nat limited to, dampers, temperature and pressure test connections and balancing valves, 1413 Air Economizors 1413.1 Operation: Air econcmizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply alr as outside air to reduce or oliminate the need for mechanical cooling, Water economizers shall be capable of providing the total concurrent cagling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45°F dry-buto/40°F wet-bulb and below. For this calculation, all factors Including solar and Internal load shali be the same as those used for peak load celculations, except for the outside temperatures. Exception: Water economizers using air-cooled heat rejection equipment may use a 35°F dry-bulb outside air temperature for this calculaticn. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation; Water economizer plans submitied for approval shall include the following information: 1. Maximum outside air conditions far which economizer is sized to pravide full cooling. 2. Design cooling load ta be provided by economizer at this outside aif condition. 3. Heatrejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1412.3 Integrated Operation: Air economizers shall be capable of providing partial cooling even when additional mechanical cooling is required to meet the remainder of the cooling load. Exceptions: 1. Individual, direct expansion units that have a rated capacity less than 66,000 Btu/h and use nonintegrated economizer controls that preciude simultaneous operation of the economizer and mechanical cooling. 2. Watar-cooled water enuliers: 1414 Ducting Systems 1414.1 Sealing: Duct work which Is eaigri to operate at pressures above 1/2 inch water column static pressure shall be sealed in accordance with Standard RS-18. Extent of sealing required is as foliows: 1. Static pressure: 1/2 inch to 2 inches; seai transverse jaints. 2. Statle pressure: 2 inches {o 3 inches; seal all transverse joints and Iengitudinal seams. 3. Static pressure: above 3 Inches; seal all transverse Joints, longitudinal seams and duct wali penetrations. Duct tape and other pressure sensitive tape shall nol be used as the primary sealant where ducts are designed to operate at static pressures of 1 inch W.C. or greater. 1414.2 Insulation: Ducts and plenums that are canstructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These tequirements include nsulation instatlation, moisture control, air leakage, and building envelope insulation levels. Unheated equipment rooms with combustion air louvers must be isolated from the conditioned space by insulating interior surfaces to a minimum of R-14 and any exterior envelope surfaces per Chapter 13, Outside air ducts serving individual supply air units with less than 2,800 cfm of total supply air capacity shall be insulated to & minimum of R-7 and are not considered building envelope. Other outside air duct runs are cansidered building lope until they, 4. connect lo the healing or cooling equipment, or 2. are isolated from the exterior with an automatic shut-off damper complying with Section 1412.4.1. Once outside alr ducts meet the above Ilsted requirements, any runs within conditioned space shali comply with Table 14-5 requirements. Other ducts and plenums shall be thermally insulated per Table 14-5. Exceptions: 1. Within the HVAC equipment. 2. Exhaust air ducts not subject to condensation. 3. Exposed ductwork within a 2one that serves that zone. 1418 Piping Systems 1416.4 Insulation: Piping shall be thermally insulated in accardance with Table 14-6. Exception: Piping Installed within unitary HVAC equipment. Water pipes outside the conditioned space shall be Insulated in accordance with Washington State Plumbing Code (WAC 51-26) 41418 Completion Roquiremonts {Refer to NREC Section 1476 and the Building Commissioning Guidelines, published by the Buitdi Commissioning Association, for complete text and guidelines | for building completion and commissioning requirements.) FJ ruecopy | os « CITY OF PORT TOWNSEND 0D SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) Applicant: | Washington State Ferries Case Number: LUP-07-040 c/o Rick Huey, Environmental Specialist 2901 3" Avenue, Suite 500 Seattle, WA 98121-3014 Project Location and Legal Description: The subject site is located off Water Street, at the Washington State Ferries (WSF) terminal on Port Townsend Bay, City of Port Townsend, Washington, Township 30N, Range 1W, Section 11, NE %, Blk 13, Lts 1-8 TL Dist 70, 71 & PTN Dist 67 LS Tax 20. Proposal: The proposal is a five-year program of commonly performed, well defined maintenance activities and repair projects by the WSF in relation to the existing ferry terminal in Port Townsend, WA. These projects are necessary to keep the ferry terminal operating safely and efficiently, and to meet and/or maintain state and federal code requirements. The four categories of activities contemplated are summarized below (see application for complete descriptions): 1. In- and over-water structures: Repair/replacement of the dock, trestle, transfer span, towers, pilings supporting these structures, and fenders to protect pilings; installation of piles to protect existing piles from further deterioration; replacement of cross-bracing; repaving, re-decking; replacement/repair of the seawall and bulkhead; and painting, pressure washing, and rust removal to prevent corrosion and decay to timber and steel structures. 2. Buildings: Repair, replacement (comparable to its original configuration and location) painting, washing, and weatherproofing of the exterior of any or all of the buildings and their components. 3. Infrastructure and Equipment: Repair/replacement of sewer and water facilities, interior and exterior fixtures, including all pipelines, tanks, pumps, toilets and sinks, sewage and water infrastructure necessary to operate the terminal. Repair/maintenance of storm water conveyance and treatment including catch basins, conveyance lines and associated structures and treatment facilities. The work may include retrofit of the system within normal maintenance and repair criteria. Repair and maintenance of roads, traffic lanes, bridges and driveways, including repaving, minor repairs, painting lane lines and other markings. Installation, e=pieccouea and maintenance of avigatont ate a Maintenance of spill response kits, secondary containment for lube oil parrels, anil other spill response equipment. Maintenance and repair of containers for temporary storage of solid, hazardous and oil wastes, and other waste management equipment. 4. Geotechnical marine sediment borings to collect geotechnical information. 1 tema <<: fe aR f ' a Bs % a a awe The proposal also includes extensive best management practices (BMPs) that were developed via a set of agreements between the Washington State Department of Transportation (WSDOT)/Washington State Ferries (WSF) with the Washington State Department of Ecology (DOE), the Washington State Department of Fish and Wildlife (WDFW), and the U.S. Army Corps of Engineers (USACE) for ferry maintenance (see Appendix D of application for full text of environmental agreements). Adjacent Waterbody: __Strait of Juan de Fuca__Admiralty Inlet X Port Townsend Bay SMP Shoreline Designation: _ Aquatic __ Natural __Conservancy ___ Residential X Urban _ Historic Waterfront _ Boat Haven Marine Trades __ Point Hudson Findings & Conclusions 1. The proposal by WSF to undertake repair and replacement of the existing ferry terminal facility within the shoreline of the City of Port Townsend, is exempt from the requirement of a substantial development permit. Specifically, the proposal constitutes: _X_ Normal Maintenance and Repair _X Other: Site Exploration and Investigation Activities _X Other: Installation and Repair of Navigational Aids. 2. The proposal will not materially interfere with the public use of public lands and waters or the private use of adjacent private lands nor will it result in any material expansion or change in use beyond that previously existing. There is no change in use proposed and no impact to public access. 3. The proposal will have no significant adverse impact on the environment, including but not limited to fish, wildlife, fish or wildlife habitat, water quality, and aesthetic values. The applicant has consulted with and entered into environmental agreements with the DOE and WDFW, have agreed upon BMPs to protect natural resources and habitat, and have acquired an HPA permit. The project has acquired a NWP 3 from the USACE. 4, The proposal is consistent with the policies of the Shorelines Management Act (SMA) and the City’s Shorelines Master Program (SMP). The proposal involves repair, maintenance and replacement of elements that relate to a water-dependent use. Provision for and maintenance of water-dependent uses is consistent with the goals of the Shoreline Management Act. (See Port Townsend Shoreline Master Program [PTSMP] 2007 2.4.D.2 and WAC 173-27-040 2[b] - exemptions for normal repair and maintenance). 5 The proposal to install, replace or maintain navigational aids is consistent with exempted activities under PTSMP 2007 2.4.D.5 and WAC 173-27-040 2(f) - exemptions for navigational aids. 10. il, The proposal to perform geotechnical marine sediment borings is consistent with activities considered as site exploration and investigation, and meets the criteria for exempted activities under PTSMP 2007 2.4.D.12 and WAC 173-27-040 2(m). The nature of some of these repairs will require in-water construction and mechanized equipment for a limited period of time. In water work shall be conducted within in water work periods for this location as limited by the Washington State Department of Fish & Wildlife and US Army Corp of Engineers. WSF will notify the City of Port Townsend four weeks before a project begins. Project details and drawings will be included in the notice. For maintenance and repair projects where it is uncertain if this approval applies, WSF will consult with the City of Port Townsend earlier than four weeks. If there is an emergency repair at the terminal, a shorter notice may be necessary. (See Appendix B of application for sample notice). The WSF has developed extensive mitigations and BMPs that are outlined in the environmental agreements and permits found in Appendix D of the Shoreline Substantial Development Exemption submitted to the City of Port Townsend, Development Services Division, that are considered to be incorporated into the activities considered under this exemption. Washington State Ferries, acting as lead agency has determined that the proposal is categorically exempt from the State Environmental Policy Act (SEPA) under the provisions of WAC 197-11-800 (see Appendix C of application). This programmatic approach to routine maintenance, repair and replacement activities of the WSF terminal in Port Townsend was subject to review, comments, and amendments by the Ecology Headquarters Shoreline Policy Group. Decision Based on the foregoing Findings and Conclusions, LUP 07-040 is hereby APPROVED subject to compliance with the following CONDITIONS: 1. All maintenance, repair, or replacement activities shall be in substantial conformance with the narrative description, environmental agreements, and other support documents submitted in the application for Shoreline Exemption. There shall be no further expansions to or addition of any structures without prior review for conformance with the Shoreline Master Program and any other applicable laws and ordinances. This exemption does not excuse the proponent from complying with other local, state and federal ordinances, regulations, or statutes applicable to the proposed development including but not limited to the city’s critical areas ordinance, US Army Corps of Engineers NWP 3, and Hydraulic Project Approval (HPA) from Washington Department 3 of Fish and Wildlife, and the environmental agreements incorporated into the application. 3. In water work shall be conducted within ‘in water work periods’ for this location as directed by the environmental agreements and permits incorporated unless further restricted by permitting agencies. 4, The use of mechanized equipment shall be the minimum necessary to complete the permitted repairs and shall comply with any conditions of the associated HPA. 5. If construction equipment inadvertently damages the shoreline environment, the applicant shall notify the City and any other responsible agencies (i.e. State Fish & Wildlif, Ecology, USACE) immediately. The applicant shall be responsible for repairing the shoreline to its preexisting condition to the satisfaction of the responsible agencies. 6. If city street rights-of-way are to be used for staging during these activities the applicant must first obtain a City Minor Improvement Permit (MIP). ts To avoid environmental health hazards during construction, emergency spill and cleanup procedures shall be explained to all workers on the site and a point of contact will be designated. All heavy equipment involved with the construction shall be inspected daily for leaks. Any equipment leaking hazardous materials is prohibited from conducting any work below the OHWM until the leak is repaired. 8. All construction contracts shall specify that all diesel, gasoline and air-powered equipment must be properly muffled or silenced. 9. This document does not exempt the work herein described from any other code, regulation, or review process of the City of Port Townsend, or any other state or federal agency. The WSF shall bear responsibility for notifying the City of work sufficiently in advance of execution that any additional permitting, or design review can be accomplished. Expiration: Pursuant to 10.17.3 of the 2007 Port Townsend SMP, this permit will expire five (5) years from the date of issuance below. In consideration of the above, the proposal is found exempt from the requirement of a shoreline substantial development permit. Bek Deo (ofa 5/2007 So Iolavera, Shorelines Administrator Date’of Issuance City of Port Townsend City of Port Townsend Planning Department City Hall 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360) 379-5084 FAX (360) 385-7675 ADMINISTRATIVE DECISION MINOR SHORELINE SUBSTANTIAL DEVELOPMENT RE: Port Townsend Ferry Terminal - Spill Boom Container - Minor Shoreline Substantial Development Permit Approval File No: LUP #07-039 Date: October 24, 2007 Applicant: Rick Huey, WSDOT Ferries 2901 3 Avenue, Suite 500 Seattle, WA 98121-3014 (206) 515-3721 Staff Contact: Judy Surber, Shoreline Administrator Planning Department 360-379-5084 SUMMARY OF APPLICATION AND DECISION Proposal: Type II, Shoreline Substantial Development permit approval to install a portable spill boom container on the existing Washington State ferry terminal in compliance with the Ecology Spill Program. This is an after-the-fact application as the spill boom container has already been placed. The 24x 8x 8ft container has bee placed on the southwest edge of the pier. Four by fours have been placed under the container to protect the pier surface and allow the container to be lifted if necessary. The elevation of the container is approximately 8-feet 4 —inches above the pier surface. Project Location: Port Townend Ferry Terminal, 1301 Water Street, Port Townsend Jefferson County, 98368. Tax Parcel Number 989-701-301 Shoreline Designation: Aquatic Decision: The application is CONDITIONALLY APPROVED. FINDINGS, CONCLUSIONS and DECISION Findings of Fact 1) Washington State Ferries (WSF) seeks approval of a Type II, Shoreline Substantial Development permit to install a portable spill boom container on the existing Washington State ferry terminal. The purpose of the portable spill boom container is WSF - LUP 07-039 Page 2 2) to be prepared in case any ferry fueling spills occur at the terminal. This is an after- the-fact application as the spill boom container has already been placed. Spill response capability is mandated by the Ecology Spill Program to be in place by February 22, 2007. The 24x 8x 8ft container has bee placed on the southwest edge of the pier. Four by fours have been placed under the container to protect the pier surface and allow the container to be lifted if necessary. The elevation of the container is approximately 8-feet 4 —inches above the pier surface. The Port Townsend ferry terminal is located at 1301 Water Street, Port Townsend Jefferson County, 98368 (Tax Parcel Number 989-701-301). Shoreline Master Program and Zoning 3) 4) 5) 6) 7) The terminal is situated on a pier supported over-the-water structure adjacent to the city of Port Townsend’s historic downtown. As an over-the-water structure lying beyond the extreme low tide, the terminal falls within the Aquatic shoreline designation and Shorelines of Statewide Significance. Ferry terminals are categorized as transportation facilities under the city’s Master Program. The existing legally established Port Townsend ferry terminal is a water- dependent use. Adjacent uplands are designated as Urban. Surrounding uses are primarily commercial in nature including a bank, retail shops, dry cleaners, pharmacy, restaurants, and a small public park. The ferry terminal and adjacent public park are zoned P-I Public Infrastructure. Waterfront properties to the west are zoned C-I] General Commercial and properties to the east are zoned C-III Historic Commercial. In instances where the SMP provisions conflict with basic zoning provisions, the SMP governs. Pursuant to Section 10.4.1 of the City of Port Townsend Shoreline Master Program, the application may be processed as a Type II Minor Shoreline Substantial Development Permit. The proposal involves a shoreline modification to support an existing legally established use. Specifically, the proposal involves installation of a portable spill boom container on the existing Washington State ferry terminal in compliance with the Ecology Spill Program Proposed alternations to the existing terminal wil] not exceed one-story in height. The proposal will not alter nor intensify existing uses; nor will it alter the over-the —water footprint. Type II Shoreline permits are subject to review and approval by the city’s shoreline administrator and public notice is required (PTMC, Chapter 20.01). The decision may be appealed to the city's Hearing Examiner pursuant to Chapters 1.14 and 20.01 PTMC. WSF - LUP 07-039 Page 3 Public Notice, SEPA and Environmentally Sensitive Areas (ESA) review 8) 9) 10) Notice of Application was provided pursuant to Chapter 20.01 PTMC, including a 30- day comment period (Exhibit A). Said Notice was published in the local newspaper, mailed to neighbors within 300 feet of the site, and posted at the site. No comments were received. Washington State Ferries, acting as lead agency, has determined that the proposal is categorically exempt under the State Environmental Policy Act (SEPA). The terminal building is located in a mapped habitat area and seismic hazard zone. The Director of Development Services Department has determined that Critical Areas requirements can be waived for the proposed modifications to the existing terminal building as alterations are to be conducted atop the existing over-water-structure and the proposal will not result in any approval of over-water shading impacts as compared to those caused by the current structure. A critical areas permit will not be required (PTMC 19.05.040C(2)). Shoreline Master Program Policies and Performance Standards 11) 12) 13) The following sections of the Port Townsend Shoreline Master Program (SMP) were reviewed as part of the requested use: 4.4 Circulation Element a5 Shorelines of Statewide Significance 5.6 Aquatic Designation 6 Environmental Protection 8.15 Transportation Facilities Project consistency with the above SMP sections, including applicable policies and performance standards, is provided in the Findings below. The reviewed policies and/or performance standards are listed in regular text, with analysis provided in regular font. Section 4.4 Circulation Element: To achieve safe, convenient non-motorized-friendly, and diversified circulation systems to provide public access to the shoreline, efficient movement of people and goods, with minimum disruption to the shoreline environment and minimum conflict among shoreline uses and between shoreline users and abutting upland areas. Analysis: The spill boom container is accessory and incidental to the water-dependent transportation facility. Spill response capability is mandated by the Ecology Spill Program to be in place by February 22, 2007. All improvements are to be constructed on the existing pier surface. WSF - LUP 07-039 Page 4 14) 15) 16) The proposal is consistent with the policies in section 5.5 Shorelines of Statewide Significance. Specifically, the order of use preferences established in Policy 5.5.1: a. Recognize and protect the statewide interest over local interest. The City has notified applicable state agencies, affected Indian tribes, and statewide interest groups on proposed actions affecting shorelines of statewide significance. No comments were received. Preserve the natural character of the shoreline. The proposal would not adversely affect the natural character of the shoreline. The spill boom container has been placed on the existing terminal and does not increase the existing over-water footprint. Result in long-term over short-term benefit. The proposal will benefit the public at large. The purpose of the portable spill boom container is to be prepared in case any ferry fueling spills occur at the terminal Protect the resources and ecology of the shoreline. The purpose of the portable spill boom container is to be prepared in case any ferry fueling spills occur at the terminal Increase public access to publicly owned areas of the shoreline. The proposal will neither decrease nor increase public access. Increase recreational opportunities for the public on the shoreline. The proposal neither diminishes nor improves recreational opportunities. Provide for any other element as defined in RCW 90.58.100 deemed appropriate or necessary. Minor improvements to the ferry terminal are consistent with the SMA. Policies in Section 5.6 Aquatic Designation call for: “Minimizing interference with surface navigation (Policy 5.6.8) preservation of water quality and habitat (Policy 5.6.9). Analysis: As the proposal will not expand the over-water-structure, there will be no impact to surface navigation. The purpose of the portable spill boom container is to be prepared in case any ferry fueling spills occur at the terminal. Spill response capability is mandated by the Ecology Spill Program to be in place by February 22, 2007. Applicable Development regulations for the Aquatic designation are as follows: DR 5.6.13 - Structures placed in the Aquatic designation shall blend into the surroundings to the greatest extent feasible utilizing appropriate color(s), texture, non-reflective materials, and other design characteristics WSF - LUP 07-039 Page 5 17) 18) DR 5.6.14 - New over-water structures and exterior modifications to existing over- water structures adjacent to the Historic Waterfront District are subject to Historic District Design Review pursuant to Chapter 17.30 PTMC. DR 5.6.23 — No new or expanded structure shall exceed a building height of 18 feet, 6 inches above the deck surface consistent with the existing Union Wharf building, except height limits shall not apply to flagpoles, antennas, and functional components of water-dependent uses (e.g., overhead walkways for ferry operations, booms for haul-out facilities), that may exceed the height limit when necessary to perform their intended functions. Analysis: The container is approximately 24x 8x 8ft. Its maximum elevation is roughly 8-feet 4 -inches above the pier surface. During Historic Design Review, the Historic Preservation Committee requested that the spill boom container (the subject of this permit) be painted to blend with the environment. The applicant agreed to paint both the spill boom container and hazardous waste containers gray. Policies and Regulations in Chapter 6, Environmental Protection, of the SMP are based upon the requirement to: “Assure, at a minimum, that development and use within the shoreline’s jurisdiction result in no net loss of ecological functions necessary to sustain shoreline natural resources...” (Policy 6.3.3 and DR 6.3.2). Provide a level of protection to critical areas that is equal to or greater than the level of protection provided by the adopted Port Townsend critical areas regulations....” (Policy 6.5.3). Analysis: The proposal will not impact ecological functions nor will it increase the potential impact to critical areas or their buffers. There is no expansion of over-water footprint. The purpose of the portable spill boom container is to be prepared in case any ferry fueling spills occur at the terminal. 8.15 Transportation Facilities speaks mainly to road construction. Policy specifically pertaining to ferry terminals is limited to 8.15.11 regarding food service does not apply as no food service is proposed: WSF - LUP 07-039 Page 6 Required Permits and Approvals 19) Type II Shoreline Substantial Development Permit, City of Port Townsend CONCLUSIONS Based on the findings of fact entered above, the following conclusions are entered. 1) Improvements proposed in the application submitted by WSF meet the definition of “minor” pursuant to Section 10.4.1 of the Shoreline Master Program and thus, the request is correctly processed as a Type II Minor Shoreline Substantial Development Permit. 2) The proposal, as conditioned, is consistent with the goals, policies and standards of the Shoreline Master Program, implementing the Shoreline Management Act (RCW 90.58) including the overarching goal to achieve no-net loss of the functions and values necessary to support existing shoreline resources. 3) The proposed project would not have a detrimental effect on the public interest. DECISION Based on the findings of fact and conclusions of law entered above, the decision of the Shoreline Administrator on the request by Washington State Ferries to improve the existing Port Townsend ferry terminal, as described in the Shoreline Substantial Development Permit, File No. LUPO7- 039, is as follows: The application is APPROVED with the following Condition: WSF shall paint the spill boom and the hazardous materials containers gray in accordance with the Historic District Certificate af Review issued October 3, 2007. / ENTERED this 24th day of Act Judy Surber{ / . City of Port ffownsend Shoreline Administrator List of Exhibits 1. Exhibit A - JARPA form, SEPA exemption & site plans 2. Exhibit B ~ Notice of Application WSF - LUP 07-039 Page7 Appeal to Port Townsend Hearing Examiner and Effective Date Pursuant to the provisions of the Port Townsend Shoreline Master Program and Title 20 of the PTMC, an applicant or other party of record who may be aggrieved by this administrative decision may appeal the decision to the city’s Hearing Examiner by filing a written appeal in conformance with Chapter 1.14 PTMC within fourteen (14) calendar days after the notice of the decision, or within twenty-one (21) calendar days if a SEPA determination of NonSignificance is issued concurrently with and as part of the permit decision. All appeals to the hearings examiner shall be processed in accordance with Chapter 1.14 PTMC. If no appeal is submitted, the preliminary approval becomes final at the expiration of the notice period. If a written notice of appeal is received within the specified time the matter will be referred to the hearing examiner for a public hearing. The decision of the hearing examiner shall be the final city decision. TTS An IL Y OF PO ORT TOWNS 4. Unpaid workers can place a lien on your . When problems arise, your only recourse is a sae Ty to get at least three written bids on ‘each jobs *s =8, Ask'contractors*for teférencés:' a 6. Ascwhat inconveniences t iaighit arise; | “7 ;eeain § a written contract. : 1 renee frequent inspections and nce ae local building department.’ ae ‘have received a Jien-release Eom: : “spupplions and su subcontractors. i Risks and liabilities When hiring an unlicensed contractor and acting as your own contractor: 1. You are responsible for the medical and time loss costs of employees injured while working on your project. 2. You may be liable for all unpaid taxes. 3. Your homeowner’s insurance may not cover work done by an unlicensed contractor. 4. The law requires complete disclosure of ail work that has been done on your home, if you resell. You may be required to do work over again that has been done without permits, or inspections. Non-disclosure can lead to civil action being taken against you. lengthy and costly civil action — if there are any assets of value to attach, and if you can find the contractor. Insurance protection Contractors are required to carry at least $20,000 in property damage insurance coverage and $100,000 in bodily injury or death insurance. You are encouraged to verify the contractor’s insurance coverage with his or her agent, as the department's records may not reflect current coverage. Our information line The Labor and Industries contractor registration information line 1-800-647-0982 operates weekdays from 8 a.m. until noon and 1 to 5 p.m., excluding state holidays. The information line allows you to check whether commercial and resi-dential contractors are registered and properly bonded. Our staff can tell you if the contractor currently is registered, if action against the bond is pending, or if legal acton has been taken against the contractor’s bond in the past. We also can tell you how long a contractor has been registered. Labor and Industries is an Equal Opportunity and Affirmative Action employer. The department complies with all federal rules and regulations and shall not discriminate on the basis of race, color, national origin, sex, creed, marital status, sexual orientation, age, religion or disability as defined by applicable state and/or federal regulations or statutes. 5. You may be placing yourself and your family in . = : a life-threatening situation, especially when hir- WNER SIGNATURE 2 ing unlicensed people to install plumbing, elec- DJA Hu l, Spr) SIE FECUE “pe trical wiring, heating systems or wood stoves. 6. Suppliers can place a lien on your home for non-payment of materials by your contractor. 7 fap CM GEER, CITY OF PORT TOW DSD you by: Washington state law requires all contractors to be registered. General contractors must maintain a $6,000 bond and specialty contractors must maintain a $4,000 bond. (Specialty contractors are those who participate in no more than two trades and do not subcontract work to other contractors.) It is against state law for any contractor to submit bids or perform any contracting work without being registered with the Department of Labor and Industries. It also is illegal for contractors to advertise without including their 12-character contractor registration number in the advertisement. a contractor If you are a consumer interested in having work done by a conitractor, this brochure can help ¢ Explaining how the Washington state contractor registration program works. ¢ Describing how the contractor registration law protects consumers. ¢ Outlining the requirements for contractors. Consumer protection The contractor registration law exists to protect consumers from incompetent and/or fraudulent contractors. Requiring contractors to be bonded gives consumers some financial protection against unsatisfactory or incomplete work. Dissatisfied consumers may take civil action to obtain restitution by taking action against a contractor’s bond in Superior Court. The law also requires contractors to carry insurance for property damage and public liability. It also ensures that contractors have a current Unified Business Identifier (UBD Account Number and Federal Employer Account Number. Any correspondence you send to a contractor -- should clearly state that bids will not be accepted unless the contractor provides a valid registration _ ‘Number, While the-law does not guarantee perfect. performance, it improves the likeliliood that the contractor does competent work. Registration penalties A maximum $3,000 fine and a misde- _ meanor infraction can be levied against any con- tractor who performs work or submits a bid with- out being registered with Labor and Industries. Receipt Number: BLD10-230 989701301 Plan Review Fee $411.87 $411.87 $0.00 BLD10-230 989701301 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00 BLD10-230 989701301 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 BLD10-230 989701301 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00 BLD10-230 989701301 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00 BLD10-230 989701301 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-230 989701301 Technology Fee for Building Permit $12.67 $12.67 $0.00 BLD10-230- 989701301 Building Permit Fee $633.65 $633.65 $0.00 BLD10-230 989701301 Record Retention Fee for Building Per $10.00 $10.00 $0.00 Total: $1,072.69 a CHECK 273310T «$4,072.69 Total: $1,072.69 genpmtrreceipts Page 1 of 1 ST R U C T U R A L NO T E S 1, AL L WO R K SH A L L CO N F O R M TO IB C ‘0 9 AS WE L L AS ST A T E AN D LO C A L AM E N D M E N T S . 2. TH E CO N T R A C T O R SH A L L LO C A T E AL L UT I L I T I E S IN TH E WO R K AR E A PR I O R TO J BO X SE E BE G I N N I N G CO N S T R U C T I O N . ee -_ ee a SH E E T £1 0 . 0 0 3. C SA F E T Y IS TH E SO L E RE S P O N S I B I L I T Y OF TH E CO N T R A C T O R , TH E S E wi l y =d _ M A T C H EX S T Se e PL A N S AN D NO T E S AR E NO T IN T E N D E D TO DI R E C T TH E CO N T R A C T O R ' S ME T H O D S , oe ET T wo o o TR I M —b TE C H N I Q U E S , SE Q U E N C E S OR PR O C E D U R E S EX C E P T AS DE S C R I B E D FO R -— c CO N S I D E R A T I O N IN DE S I G N , —— } - 4. ST R U C T U R A L WO R K IS BA S E D ON WA S H I N G T O N ST A T E FE R R I E S PO R T TO W N S E N D ;— — — { MA T C H EX S T FE R R Y TE R M I N A L BU I L D I N G AD D I T I O N AN D RE M O D E L DR A W I N G S DA T E D 6/ 9 6 . -— — | wo o d SI D I N G BA C K WA L L OF RE C E S S ee CO N T R A C T O R SH A L L FI E L D VE R I F Y AL L DI M E N S I O N S . TH E EN G I N E E R SH A L L BE — NE E D S TO BE PL Y W O O D NO T I F I E D IF DI F F E R I N G CO N D I T I O N S AR E FO U N D OR IF TH E DE S I G N IS TO BE FT ++ RE L O C A T E D HO S E BI B B | + 4 30 2a n a a HO F M A N MA T C H EX S T VE R T I C A L MO D I F I E D . 7- 4 — MA T C H _E X S T = : WO O D TR I M WO O O TR I M [3 5 (S E E HO F F M A N \_ MA T C H EX S T CO N C SI L L 5, RO O F SN O W LO A D = 25 PS F . tr A2 4 H 2 4 0 8 S S L P 3 P T ) & SI D I N G CO N C SI L L 6. NE W SH E A R WA L L CA P A C I T Y = 22 0 PL F (S H E E T S5 , 9/ 9 6 PL A N S ) . 15 / 2 3 " WS P WI T H ED G E NA I L I N G = 8d @ 6° 0. C. BL O C K PA N E L JO I N T S . NO R T H SO U T H 7. WO O D ~ 2X LU M B E R — HE M - F I R #2 OR BE T T E R . BE A M = VE R S A - L A M 1- 3 / 4 X 7- 1 / 4 OR EQ U A L . Fb = 31 0 0 PS I , E = 2, 0 0 0 KS I , WS P = WO O D ST R U C T U R A L PA N E L PE R IB C . (x . \ _ E L E V A T I O N EL E V A T I O N SC A L E : 1/ 4 ” = 1' - 0 " B. ST E E L FR A M I N G CO N N E C T O R S — SI M P S O N ST R O N G TI E OR EQ U A L . HO L D O O W N S = LI T I 3 1 WI T H 5/ 6 " AN C H O R BO L T (A B ) EM B E D D E D 3° IN T O EX I S T I N G CO N C R E T E WI T H “A T ™ AD H E S N E , or e R2 1 IN S U L A T I O N , | . 9. CO N C R E T E - f' c = 4, 0 0 0 PS I . 8d @ 6 ” 0 C wo } = = 15 % ae MN ; FL A G NO T E S = 4 —— — — ee , wa é 5 ea n : aa . NI CU T EX I S T I N G SO F F I T PA N E L MI N G , R _ PO L O L S L A I B I S I S E Ls av ca e l 10 d 1 2 ° 0 C HL 6 MI L vA P o R —. > GU T EX I S T I N G SO F F T T PA N E L AT BA C K OF NE W WA L L FR A M I N G . RE M O V E . SO F F I T ic y lL . ZT IF TO P OF EX I S T I N G 6x 1 2 BE A M IS AT TH E SA M E EL E V A T I O N AS TO P PL A T E OF \ = AN | Hs *6 a 9 1 2 " 0 6 L Ba n e : Ga r e ce r (o n e 4” FI R E =R E T A R O A N T WA L L TO BE RE M O V E D , KE E P FO R NE W CE I L I N G JO I S T BY SH O R T E N I N G IN . WA Y — LT P 4 @ 2 ’ 0 C oe oe ae N ee ; vi OF NE W VL BE A M , OT H E R W I S E CU T HE R E AN D RE M O V E . PR O V I D E NE W 2x 4 0 2 4 ” ~| “- 1 s d o 6 " 0 c {| i Ny * ms PL Y W O O D ) OC CE I L I N G JO S T S . ; SS = 1 il s . ; ae i | Le e s ad —e [3 PR O V I D E CO N T I N U O U S “2 x 4 BL O C K I N G AB O V E NE W SH E A R WA L L . =] -2 x s e r 6 ’ 0 c |) | 3 { TU AB AN D PT 2x 6 — CH E C K SO F F I T NA I L I N G TO IN S U R E 6” SP A C I N G . SU P P L E M E N T AS NE E D E D . a / 1 | . un ‘ oc e a n ~~ SE E ST R U C T U R A L UT I L I T I E S MA Y WE E D TO BE LO W E R E D TO AC C O M M O D A T E . ia l i a d i e t © Bh i go c h e y es |r Al l a B= Ra d e r To r n pe o ac t i n g fr HA E to a to Ba <q 8 it HE A D E R / S T U D CO N N E C T I O N CE D A R fh "Z | | |_ SI L L . SE A L A N T BE F O R E RE S T OF WA L L . = 4 . =a E 1 MO O V > nw + . . oT <t 6" VI N Y L BA S E > FA S T E N EX I S T I N G BL O C K I N G TO EX I S T I N G BE A M WI T H LT P 4 © 2° OC AN D PA N T a ee e Si | ra ) : if 1x 4 FU R R I N G : = A ; SC A L E : 17 = 1- 0 " BN ‘; OL A [7 RE M O V E EX I S T I N G PL Y W O O D SH E E T I N G IN WA Y OF NE W VL 1% x % BE A M AN D = Th y : US E SH E A R WA L L to MI L - ly VI N Y L TI L E IN S T A L L BE A M . SU P P O R T ON NE W EN D WA L L ST U D AN D NA I L TO EA C H RO O F = rc ) ro FL A S H I N G 1, " If A TR U S S WI T H (3 ) 16 d . & i ED G E NA l l . SP A C I a at l CO N C SL A B Ss id FO R TH E S E ST U D S F 5 . wi e ' [B = AF T E R NE W WA L L IS CO N S T R U C T E D AN D WI T H NO SN O W ON RO O F RE M O V E So y AB — E M B E D a n gG tg EX I S T I N G WA L L AN D IN S T A L L NE W LU S 2 6 TO EX I S T I N G TR U S S E S . ~< i f 4" IN T O EX S T i : tl = e rg CO N C R E T E Ft | [ a | ™l co n c "| 0 Ty Gq «= 5] [> Le v e L CO N C R E T E SL A B TO WA T C H CO N C R E T E IN S I D E BU I L D I N G . | Ar e e il | i | A fr EX I S T I N G RI G I D IN S U L A T I O N ~ NO CH A N G E . ' 4 | [ is i [f = no r us e o A [ 56 " AB 56 ” AB \ : SH E A R WA L L AN C H O R I N G [1 2 > PA I N T E D 5% " GH B WA L L S AN D CE I L I N G . Gi a ° i : L a SE N S I T I V E SE C U R I T Y IN F O R M A T I O N — is Pt r A at | a TO P OF EX S T PR E C A S T ve e : bo d PA E T= to FO R OF F I C I A L US E ON L Y PR E S T R E S S E D CO N C R E T E j Se po s s a s p s e m s t a s s ae se a t a g - 9 i TH I S DO C U M E N T CO N T A I N S SE N S I T I V E . SE C U R I T Y te ee [F S We AN D PA T C H NE W GH B TO EX I S T I N G . IN F O R M A T I O N AS DE F I N E D BY TH E RE V I S E D CO D E OF ) WA S H I N G T O N (R C W ) 42 . 1 7 , 3 1 0 AN D CO N T R O L L E D BY 43 SH E A R WA L L AN C H O R I N G SH E A R WA L L AN C H O R I N G [E > re RE T A R D A N T PL Y W O O D NO R T H / S O U T H / W E S T WA L L S OF TH E AD D O N , | Gi v i ‘P E N A L T Y OR OT H E R AC T I O N . “N O PA R T OF TH I S we a l ! 9 ee ve gf e “ A0 8 0 6 Ce ek a cy o” FR O M FL O O R TO GE L I N G . PE R M I S S I O N OF TH E AS S I S T A N T SE C R E T A R Y FO R [ ft = SE E DE T A I L 4/ A 0 9 . 0 1 FO R HE A D E R / S T U D CO N N E C T I O N . WA S H I N G T O N ST A T E FE R R I E S OR , TH E WA S H I N G T O N ST A T E SC A L E : 3/ 4 " = 1' — 0 " SC A L E : 3/ 4 " = 1' - 0 " FE R R I E S CO M P A N Y SE C U R I T Y OF F I C E R . FI L E N A M E : PT - A R - X X X X PR I N T E D : _ Os t Fm t oe Wa KE Y S T O N E AN D PO R T TO W N S E N D A0 9 . 0 1 SU B M I T I A L DA T E S _ 1 2 / 0 8 / 10 PH Y S I C A L SE C U R I T Y IN F R A S T R U C T U R E DE S I G N E D BY : AA A VE Y A os SH E E T EN T E R E D BY : AA A VT A ‘ PO R T TO W N S E N D TE R M I N A L 47 CH E C K E D BY : M, _ S A N T O S / M . Sc o l T _ | 1 / : Z Wa s h i n g t o n St a t e oF [M A R _ P R O J EN G R : —C P S / T B C mo r e De p a r t m e n t of Tr a n s p o r t a t i o n PM & EN G R MN G R : OV E DE R SL A B 72 7 1 1 TO K ] co m m e r wa : —a — 10 8 TS S SE E R A HO S E L E Y BL TE M A S SA G E S RE S C H ee Te r a EL E V A T I O N SH E E T S Fred Slota From: Scott, Mark [ScottM@wsdot.wa.gov] Sent: . Friday, October 21, 2011 9:24 AM To: Fred Slota Subject: PT Physical Security Infrastructure project Attachments: PT Phys Security.pdf Hi Fred, The attached drawing shows a desired revision to the plans. The contractor is concerned about hammering the concrete off of the precast prestressed slabs below where we show new 6” insulation. Since this approx. 24 sf of addition is an IT room that will only be cooled(No heat to this room) | would like to forget the insulation and pour the concrete full depth. BLoIO- 230 The rest remains the same. | will give you a call today to discuss. Mark A. Scott, Architect Facilities Office M & O Division ELG Bldg 7345 Linderson Way, SW Tumwater, WA 98501 (360) 561-1206 cell (360) 705-7367 office BL b I O - AZ O ae no d a l ST R U C T U R A L NO T E S 1. AL L WO R K SH A L L CO N F O R M TO IB C ‘0 9 AS WE L L AS ST A T E AN D LO C A L AM E N D M E N T S . 2, TH E CO N T R A C T O R SH A L L LO C A T E AL L UT I L I T I E S IN TH E WO R K AR E A PR I O R TO BE G I N N I N G CO N S T R U C T I O N . 3. CO N S T R U C T I O N SA F E T Y IS TH E SO L E RE S P O N S I B I L I T Y OF TH E CO N T R A C T O R . TH E S E PL A N S AN D NO T E S AR E NO T IN T E N D E D TO DI R E C T TH E CO N T R A C T O R ' S ME T H O O S , TE C H N I Q U E S , SE Q U E N C E S OR PR O C E D U R E S EX C E P T AS DE S C R I B E D FO R CO N S I D E R A T I O N IN DE S I G N . 4. ST R U C T U R A L WO R K IS BA S E D ON WA S H I N G T O N ST A T E FE R R I E S PO R T TO W N S E N D FE R R Y TE R M I N A L BU I L D I N G AD D I T I O N AN O RE M O D E L DR A W I N G S DA T E D 6/ 9 6 . CO N T R A C T O R SH A L L FI E L D VE R I F Y AL L DI M E N S I O N S . 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BE A M = VE R S A - L A M 1- 3 / 4 x 9. ek 7 Ze UZ 4 OR EQ U A L . Fo = 31 0 0 PS ; E = 2, 0 0 0 KS I . WS P = WO O D ST R U C T U R A L PA N E L PE R IB C . 8. ST E E L FR A M I N G CO N N E C T O R S ~ SI M P S O N ST R O N G TI E OR EQ U A L . HO L D D O W N S = LI T I 3 1 WI T H _5 / 8 ° AN C H O R BO L T (A B ) EM B E D D E D 3° IN T O EX I S T I N G CO N C R E T E WI T H “A T ” AD H E S I V E . SC A L E : 1/ 4 " = 1' - 0 " SC A L E : 1/ 4 " = 1' - 0 ' VL " (2 ) 16 d pe ; [p e we n n so n mag h e o n ge LU S 2 8 A3 4 R2 1 IN S U L A T I O N Z . 8. CO N C R E T E - f' c = 4, 0 0 0 PS I . / L— E X S T RO O F TR U S S . a a * < Sp '% 2 " WS P sa o s ‘ o c ~ ma l ) >, L << ; : FL A G NO T E S | 6 MI L _ V A P O R Ne e m PA N E L IN WA Y OF NE W CE I L I N G . RI N G BA R R I E R a] Nd a e t o e f S / 27 > IF TO P OF EX I S T I N G 6x 1 2 BE A M IS AT TH E SA M E EL E V A T I O N AS TO P PL A T E OF 16 d @ 1 2 " 0 C CE D A R sw i n e KL a, Js " FI R E — R E T A R D A N T WA L L TO BE RE M O V E D , KE E P FO R NE W CE I L I N G JO I S T BY SH O R T E N I N G IN WA Y : PL Y W O O D OF NE W VL BE A M . OT H E R W I S E CU T HE R E AN D RE M O V E . PR O V I D E NE W 2x 4 0 2 4 " se Nr OC CE I L I N G JO I S T S . [S = = Pr o v e CO N T I N U O U S 2x 4 BL O C K I N G AB O V E NE W SH E A R WA L L . [E > up s o z ‘ o c [E > cu t c K SO F F I T WA L I N G TO IN S U R E 6° SP A C I N G . SU P P L E M E N T AS NE C D E D . 4 Se ee e e n n e SE E ST R U C T U R A L UT I L I T I E S MA Y NE E D TO BE LO W E R E D TO AC C O M M O D A T E . MT L NE W WA L L | EX S T WA L L My FL A S H I N G a } 1/ 4 9 . 0 1 p- TO AV O I D RE M O V I N G UT I L M E S BE H I N D 6x 1 2 SE A M , AT T A C H UP P E R PL Y W O O D HE A D E R / S T U D CO N N E C T I O N 26 Tr u “B o A |_ - - — SI L L SE A L A N T PA N E L TO TO P PL A T E PR I O R TO IN S T A L U N G TO P PL A T E . IN S T A L L TO P PL A T E ax ] ww a / 2x 6 @ 1 6 " 0 C BE F O R E RE S T OF WA L L . it a 6" VI N Y L BA S E [E > FA S T E N EX I S T I N G BL O C K I N G TO EX I S T I N G BE A M WI T H LT P 4 @ 2° OC AN D PA N T TO MA T C H EX I S T I N G . 1x 4 FU R R I N G L ; [7 Re m o v e EX I S T I N G PL Y W O O D SH E E T I N G IN WA Y OF NE W VL . 17 % . BE A M , AN D VI N Y L TI L E IN S T A L L EE A M . 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SC O T T Wp PH Y S I C A L SE C U R I T Y IN F R A S T R U C T U R E ee PO R T TO W N S E N D TE R M I N A L 47 oF 10 8 EL E V A T I O N SH E E T S P SYN Wa s h i n g t o n St a t e De p a r t m e n t of Tr a n s p o r t a t i o n hS™M RE V I S I O N BA T E : BY BL B D I O - 23 0 ST R U C T U R A L NO T E S 1, AL L WO R K SH A L L CO N F O R M TO IB C '0 9 AS WE L L AS ST A T E AN D LO C A L AM E N D M E N T S , 2. TH E CO N T R A C T O R SH A L L LO C A T E AL L UT I L I T I E S IN TH E WO R K AR E A PR I O R TO BE G I N N I N G CO N S T R U C T I O N . 3. TI O N SA F E T Y IS TH E SO L E RE S P O N S I B I L I T Y OF TH E CO N T R A C T O R , TH E S E PL A N S AN D NO T E S AR E NO T IN T E N D E D TO DI R E C T TH E CO N T R A C T O R ' S ME T H O D S , TE C H N I Q U E S , SE Q U E N C E S OR PR O C E D U R E S EX C E P T AS DE S C R I B E D FO R CO N S I D E R A T I O N IN DE S I G N . 4. ST R U C T U R A L WO R K IS BA S E D ON WA S H I N G T O N ST A T E FE R R I E S PO R T TO W N S E N D FE R R Y TE R M I N A L BU I L D I N G AD D I T I O N AN D RE M O D E L DR A W I N G S DA T E D 6/ 9 6 . CO N T R A C T O R SH A L L FI E L D VE R I F Y AL L DI M E N S I O N S . TH E EN G I N E E R SH A L L BE NO T I F I E D IF DI F F E R I N G CO N D I T I O N S AR E FO U N D OR IF TH E DE S I G N IS TO BE MO D I F I E D . 7 J BO X SE E te SH E E T £3 0 . 0 0 ;— MA T C H _E X S T WO O D TR I M t- MA T C H EX S T WO O D SI D I N G BA C K WA L L OF RE C E S S —— NE E D S TO BE PL Y W O O D . \ 1-1 RE L O C A T E D HO S E BI B B SO 24 ° 2 4 " HO F F M A N MA T C H EX S T VE R T I C A L It MA T C H _E X S T = WO O D TR I M S WO O O . TR I M ; T (S E E HO F F M A N AR E A OF RO O M [\ — MA T C H EX S T CO N C SI L L A2 4 H 2 4 0 8 S S L P 3 P T , _ SI L L ) EX P A N S I O N & SI D I N G NO R T H SO U T H (R Y _E L E V A T I O N EL E V A T I O N 5, RO O F SN O W LO A D = 25 PS F . 6. NE W SH E A R WA L L CA P A C I T Y = 22 0 PL F (S H E E T S5 , 9/ 9 6 PL A N S ) . 15 / 2 3 " WS P WI T H ED G E NA I L I N G = 8d @ 6° 0. C. BL O C K PA N E L JO I N T S . 7. WO O D — 2X LU M B E R — HE M — F I R #2 OR BE T T E R . BE A M = VE R S A - L A M 1- 3 / 4 X 7— 1 / 4 OR EQ U A L Fb = 31 0 0 PS I ; E = 2, 0 0 0 KS I . WS P = WO O D ST R U C T U R A L PA N E L PE R IB C . SC A L E : 1/ 4 " = 1' - 0 " SC A L E : 1/ # ” = 1- 0 " 8. ST E E L FR A M I N G CO N N E C T O R S — SI M P S O N ST R O N G TI E OR EQ U A L . HO L D O O W N S = VL 1% "« 7 h " L1 3 1 WI T H 5/ 8 " AN C H O R BO L T (A B ) EM B E D D E D 3° IN T O EX I S T I N G CO N C R E T E WI T H “A T " AD H E S I V E . R3 0 IN S U L A T I O N VL 1% " « 7 % 7 (2 ) 16 d i . ‘ 30 ne an z ie pa w n 9. CO N C R E T E - fc = 4, 0 0 0 PS I . es s RO O E T R U R S ae : “J FL A G NO T E S Cs CU T EX I S T I N G SO F F I T PA N E L AT BA C K OF NE W WA L L FR A M I N G . RE M O V E SO F F I T 8d @ 6 " 0 C e e D> a, Ma = N | co p } te d a 6 " o c BE } 15 % " WS P —— — yp NY re e PA N E L IN WA Y OF NE W CE I L I N G . ‘a | mA | 6 MI L . VA P O R . BA R R I E R ; 16 a @ 1 2 " 0 c | ce p a So d i g ka k Ne [2 > oF To r oF EX I S T I N G 64 1 2 BE A M 1S AT TH E SA M E EL E V A T I O N AS TO P PL A T E OF | ea r n pa r ow l Va : ee WA L L TO BE RE M O V E D , KE E P FO R NE W CE I L I N G JO I S T BY SH O R T E N I N G IN WA Y OF NE W VL BE A M . OT H E R W I S E CU T HE R E AN O RE M O V E . PR O V I D E NE W 2x 4 0 2 4 7 PL Y W O O D OC CE I L I N G JO I S T S . SS PR O V I D E CO N T I N U O U S 2x 4 BL O C K I N G AB O V E NE W SH E A R WA L L . fT ce %° GW B ~~ AB AN D PT 2x 6 > CH E C K SO F F I T NA I L I N G TO IN S U R E 6” SP A C I N G . SU P P L E M E N T AS NE E D E D . . wI L — E| ee SE E ST R U C T U R A L UT I L T I E S MA Y NE E D TO BE LO W E R E D TO AC C O M M O D A T E . NE W WA L L | EX S T WA L L ¥ os e t i a a. , 17 4 9 . 0 1 TO AV O I D RE M O V I N G UT I L I T I E S BE H I N D 6x 1 2 BE A M , AT T A C H UP P E R PL Y W O O D . . HE A D E R / S T U D CO N N E C T I O N 26 aa . |_ - — Su . se a t PA N E L TO TO P PL A T E PR I O R TO IN S T A L L I N G TO P PL A T E . IN S T A L L TO P PL A T E Ge a y uw 15 % " WS P N\ =| 7 al a VI N Y L BA S E [E > FA S T E N EX I S T I N G BL O C K I N G TO EX I S T I N G BE A M WI T H LT P 4 @ 2° OC AN D PA N T Oo se r r Fa x SE a ee SC A L E : 1" = 1° - 0 * a /| ‘ US E SH E A R WA L L © MI L ) ED G E NA I L SP A C I N G FL A S H I N G 1% ) FO R TH E S E ST U D S i | A | | v [ q | 1 co n c ea e 77 ; § ye my 4 TO MA T C H EX I S T I N G . 1x 4 FU R R I N G ie z= RE M O V E EX I S T I N G PL Y W O O D SH E E T I N G IN WA Y OF NE W VL 13 4 x 7 % BE A M AN D VI N Y L TI L E IN S T A L L BE A M . SU P P O R T ON NE W EN D WA L L ST U D AN D NA I L TO EA C H RO O F TR U S S WI T H (3 ) 16 d . [o e SL A B l 1 I ; : N => AF T E R NE W WA L L IS CO N S T R U C T E D AN D WI T H NO SN O W ON RO O F RE M O V E i | T | " aN 4 f— 4 > : EX I S T I N G WA L L AN D IN S T A L L NE W LU S 2 8 TO EX I S T I N G TR U S S E S . [S > Le v e L CO N C R E T E SL A B TO MA T C H CO N C R E T E IN S I D E BU I L D I N G . A [> EX I S T I N G RI G I D IN S U L A T I O N ~ NO CH A N G E . [i t no r us e o SH E A R WA L L AN C H O R I N G E> PA I N T E D %" GW B WA L L S AN D CE I L I N G . 4 | | + a) or e | fe Si e ” SE N S I T I V E SE C U R I T Y IN F O R M A T I O N SO A L E : = 1- 0 " FO R OF F I C I A L US E ON L Y }. TO P OF EX S T we e ” ax \ PR E S T R E S S E D CO N C R E T E #4 0 1 6 " we t &” EX P JO I N T . f TH I S DO C U M E N T CO N T A I N S SE N S I T I V E SE C U R I T Y a A . (2 ) 4 me ~ [3 3 > we AN D PA T C H Ne W GW B To EX I S T I N G , IN F O R M A T I O N AS DE F I N E D BY TH E RE V I S E D CO D E OF SH E A R WA L L AN C H O R I N G SH E A R WA L L AN C H O R I N G [P E S = RE RE T A R D A N T PL Y W O O D NO R T H / S O U T H / W E S T WA L L S OF TH E AD D I T I O N , Ge AT Ne en an n ao PA R T OE ae D 40 9 . 0 1 ) 5 6” FR O M FL O O R TO CE I L I N G . DO C U M E N T MA Y BE RE L E A S E D WI T H O U T TH E WR I T T E N ee el [E > se e DE T A L 4/ A 0 9 . 0 1 FO R HE A D E R / S T U D CO N N E C T I O N . Be a t e Cr i t na e a IE OA SI N E SC A L E : 3/ 4 " = 1' - 0 " SC A L E : 3/ 4 ” = 1' - 0 " FE R R I E S CO M P A N Y SE C U R I T Y OF F I C E R . A0 8 . 0 1 FI L E _ N A M E : PT — - A R — X X X X PR I N T E D : ‘U s t Fa e on SU B M I T T A L DA T E : 12 / 0 8 / 1 0 PU N KE Y S T O N E AN D PO R T TO W N S E N D A0 9 . 0 1 We PH Y S I C A L SE C U R I T Y IN F R A S T R U C T U R E oe PO R T TO W N S E N D TE R M I N A L “7 De p a r t m e n t of Tr a n s p o r t a t i o n 10 8 | DE S I G N E D _B Y : AA A VE Y A BA VE Y A CH E C K E D BY : M. _ S A N T O S / M . _ S C O T T 4 4 BC PM & EN G R MN G R : TB C A) _ R E M O V E IN S U L A T I O N UN D E R SL A B 41 / 2 / 1 1 {T O K oT AS S T . SE C R E T A R Y : _D . MO S E L E Y RE V I S I O N DA T E | BY EL E V A T I O N SH E E T S FILE COPY Contract Plans Washington State Ferries P E RIV T S U B Mi TT A i Date: December 21, 2010 Project Number: 09W094, » 5507/5506 Volume 1 of 1 For Construction of: | STON ) PORT TOWNSEND FERRY TERMINALS PHYSICAL SECURITY INFRASTRUCTURE REVIEWED FOR CODE COMPLIANCE and ano Jefferson County . work must ‘Nn conformance with nd regul, ys (UN Washington State \/ / see ma of Transportation FE COP" NOT TO BE USED FOR CONSTRUCTION SHEET INDEX SHEET.NO. PLANNO, = DESCRIPTION GENERAL SHEETS GOL.00 PROJECT INDEX 602.00 VICINITY MAP AND PROJECT LOCATION EEE GOB OO282 55 KEYSTONE: SUNDRY: SITE: PLAN: 604.00 — PORT TOWNSEND SUNDRY SITE. PLAN sects SBERE aginst SURUAR OF: QUANTITIES ®: ee ME W ee 7" a KEYSTONE AN, ROOF: KEYSTONE EXTERIOR ELEVATIONS. i “KEYSTONE BUILDING SECTION A ‘AND DETAIL KEYSTONE GENERAL STRUCTURAL NOTES. KEYSTONE: CONCRETE: ‘SLAB: "AND: ‘SUPPORTING FRAME: PLAN: AND: DE FAILS: SUS EERE ea KEYSTONE: SUPPORTING FRAME: SECTIONS--AND: DETAILS: KEYSTONE FENCE ANO GATE - PLAN AND SECTIONS: TERMINAL” BUILDING ELECTRICAL “CONDUT? NE NEW. ELECTRONICS ROOM LAYOUT: E NE: EQUIPMEN ris “EQUIPMENT EIST: YE CAMERA“ ASSIGNMENT? LI DEVICE. ASSIGNMENT LIST. ‘KEYSTONE KEYSTONE: 8 KEYSTONE: ‘CABLING: SS KEYSTONE” CK SR-0 C= OL ARRANGEMENT. : EF SC0350: KEYSTONE SECURITY. “CABINETS: ARRANGEMENT::SC-O2A< AND: SC-02 Res SCO3% ‘KEYSTONE SECURITY: RACK':120VAC’ POWER: ONE” EINE: DIAGRAM: 2a ‘$03: KEYSTONE 24VAC> POWER: DISTRIBUTION: CPS-O1"AND:CPS-O2A: KEYSTONE 12V0C & 24VDC® POWER: DISTRIBUTION: PDC- Of: KEYSTONE .24VAC. POWER: DISTRIBUTION:-CPS-028:{SC-028 KEYSTONE 12V0C 24VDC. POWER. DISTRIBUTION. SC O28: iittal SHEET NO, PLAN.NO, DESCRIPTION SHEET.NO, PLANNO, DESCRIPTION 44 A07.00 PORT TOWNSEND SITE PLAN pa: 45 AO?7.01 PORE TOWNSEND DEMOLITION PLAN * BS 46 A08.01 PORT TOWNSEND FLOOR PLAN : BG? 47 A09.01 PORT TOWNSEND ELEVATEON BR. CAMERA: MOUNTING. DETAILS “MOUNTING: DETAILS: “MOUNTING: DETAILS - aie “MOUNTING .DETAILS:. eee a: -PEOPL GATE | LOCKSET. KEYPAD: AND: ‘CARD ) READER RAL SHEETS — 0 a Bee ae ae AND. NUMBERING. ‘mea BORE TOWNSEND. SUPPORT FRAME = rie ooh ENCLOSURE TYPICAL’ WIRING DIAGRAM. ee PORT: TOWNSEND: SUPPORT. FRAME: DETAILS. Soe SF | WCOL. 06: RAFFIC. ARM. ‘MOTOR: CONTROLLER. AND: INTRUSION J PROD: DETECTOR: EOGIC:. DIAGRAM: teed | NON= MULT 1PLEXED: CAMERA: LOGIC. OLAGRAM ‘MULT EPLEXED: CAMERA: LOGIC: DIAGRAM” = SECNET: WIRING: DIAGRAM: _ SECURITY: NETWORK: TYPICAL | INTERCONNECTIONS: “ACCESS. CONTROL PANEL WIRING. “DIAGRAM: TYPICAL: CAMERA: INSTALLAT 1ON::1 20VAC:-SOURCI “TYPICAL: CAMERA INSTALLATION: 24 VAC: SOURCE: / TYPICAL CAMERA’ INSTALLATION. SHARED. CAMERA’. ORT: TOWNSEND: OUTING:PEANZ 2 = SORT: TOWNSEND: M >ORT: TOWNSEND: M “TOWNSEND=T TT: TOWNSEND. RT TOWNSEND PANEL: SCHEQULES PANEL: Be AND: Coss: TTOWNSEND= “ TOWNSEND: = TOWNSEND: EO FE: TOWNSEND ZELST oe : CAMERA: “ASSIGNMENT. LIS Sale “ASSIGNMENT: Lis. TOWNSEND. ACCESS" CONTROL’ ACP-O1 BLOCK’ CABLING: DIAGRAMS T:- TOWNSEND: ACCESS: CONTROL: ACP-O1.: BLOCK: CABLING DIAGRAMS xT TOWNSEND ACCESS CONTROL ACP-02_ BLOCK CABLING DIAGRAMS -PORT TOWNSEND SECURITY: R DIAGRAMS .ooe eee “PORT: “TOWNSEND ECURLT. “DEAGRAMS = NOT INCLUDED IN PERMIT SET ORT. TONNSEND SECURIT RACK: SR= 019.82 PDC- OL: ARRANGEMENT: = TOWNSEND: SECURITY: CABINETS: ARRANGEMENT: SC-O2A:- AND: SC-02B = TOWNSEND™ SECURITY: RACK?:120VAC: POWER: ONE: LINE. DIAGRAM” “TOWNSEND: 24VAC: POWER: DISTRIBUTION=CPS=01:: = PORT: TOWNSEND: 24VAC: POWER: DISTRIBUTION D. PS: ‘028 - =P RT TOWNSEND. 12VD RE "2avOC. Sey oN eteuTGON aa § SENSITIVE SECURITY INFORMATION “TOWNSEND: 24VAC. POWER. ‘SUPPLY: “CPS: = 020. “SECURLTY: ‘CABINE $C=028::: FOR OFFICIAL USE ONLY =F = FOWNSEND: 12V0C: & 2avoc: ‘POWER OLSTRIBUTION: SECURITY fi = CABINET: SC-02B: SERENE Le ee ae ah *, THIS DOCUMENT CONTAINS SENSITIVE SECURITY WASHINGTON (RCW) 42.17.310 AND CONTROLLED BY 49 CFR PART 1520. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION. NO PART OF THIS DOCUMENT MAY BE RELEASED WETKOUT THE WRITTEN PERMISSION OF THE ASSISTANT SECRETARY FOR WASHINGTON STATE FERRIES GR, THE WASHINGTON STATE FERRIES COMPANY SECURITY OFFICER . FILE NAME: G:\Proj\SW\XL3508\PE\PE PD\P | ons\Permit _Set\g01 .00.dlv PRINTED: 8:03:50 AM £2/17/2010 LaST PRINTED BY: FED.AID SUBMITTAL DATE: 12/17/2010 Janaent PROJ. NO. DESIGNED BY: 12/17/2010 2008-G8S- F8- 008 If ENTERED BY: 12/17/2010 <GION NO] STATE CHECKED BY: 12/17/2010 40 |WASH [MAR PROJ ENGR: 12/17/2010 JOS NUMBER PM & ENGR MNGR: N. MCINTOSH M2WOS4 ASST SECRETARY: D. MOSELEY REVISION DATE | BY] 0Qxkex rN KEYSTONE AND PORT TOWNSEND GO1.00 Wa PHYSICAL SECURITY INFRASTRUCTURE |—eeq Washington State OF Department of Transportation pate ia WASHINGTON STATE FERRIES . PROJECT INDEX SHEETS rk : | . BELL INGHAM PROJECT LOCATION 4! 2, ee” fog » PORT TOWNSEND I Ye \ Sasa SR FERRY TERMINAL AL | < . , a ‘ . == = tic =o | oe ee ee eee eee eee F | = “Yaak, Steer Y ne eee SSRN CR pane wate moerarbage a i er aks lig D fiigad gp Ee TER Ee a Te i : At aw wet Bp is Py i ea 5 RE ES ESS & \\ Get ee ee eee ee we iA, t Ro.” BZ t H | i f. : ‘(al 0: Tale (leas emiae eee dedeaia wie Ge || ave Kis a ens See Sed ME SG aN {fee she be be ee ; PONRILEL. 3 4 » r * / ? i _ a ®* i _ < phen one 3 tA scicbocpocctocc od dc ch = PER A a ere of ee ANACORTES Pee \ = —\) LE: 1 Sn ee cn A Os fr N Ss 20 1] iat j bobs ee See! Oe ae ae -& ee LE C2 ic ae ees De See Spee es ee as fri" BURL INGTON] eS a es mee VA sy Ann ee = et (= o } | i dre 4 ~ PROJECT ean Halk iG? ", LOCATION ote we o | LAT: 48°09'33°N BA. wee ji 8 “ LONG:122°40'°14''W iegi to rN Pd = {=e a i TERMINAL: BUILDING* ADDI T-LON™: o Pay! mo tt J a ‘a ai i. FAY ¢ m~ i? ‘ me ~ yy 2 “« 7 me NT. naw G : poe A ln ae r 4 a ES “ “sy oh ES PROJECT ff! mS t KEYSTO ae, LOCATION im Se TN LAT: 48°06'°50°N |. ae eben | # LONG: £22°45'37"W IF vat Em es ee PORT TOWNSEND Scat . oy LA f f i _—, wu ” iF FT 7 i 7 =. es if rh - an aN . AY OY pe | - {> BY Fs Nn “ j 4 Ee i Wy mat \ “i 2 Kua aD VPOVD | CR PO Tey 4 ’ < ns L i Ss : a Lh 5) | CLINTON] ~s, \ ~ | a a 5 MUKILTEO i la . o j C - 525 104 ~ ; J "ea YA ore _7” QE EDMONDS KINGSTON +f) ‘ * tN ro om ck a ; l 4 | a 305 —. sn 4 To BAINBRIDGE Sw US tte ISLAND . —," i ~ 3 ; 303) ee a ws a mL 4) ) ey UL - a, Sin 5 # » -* 0 50 100 \ ema es BREMERTON?: ete SCALE 1” = 100° ? Sere 1 e- 7 Pali birren fi i) VW - SENSITIVE SECURITY INFORMATION- 9 Ju-7™ cra ; ET Te, I roe Fi 7 VASHON FOR OFFICIAL USE ONLY i je 4 ‘ : f ay rm i rT] LL BOOTI THIS DOCUMENT CONTAINS SENSITIVE SECURITY A rae eh, poe z [INFORMATION AS DEFINED BY THE REVISED CODE OF he é) : , ; ; WASHINGTON (RCW) 42.17.310 AND CONTROLLED BY 49 id | | THE PROCESSES AND PROCEDURES DEF INED CFR PART 1520. UNAUTHORIZED RELEASE MAY RESULT IN Z a} op, FER DS” 2000 WERE FOLCAWED Tw ne CIVIL PENALTY OR GTHER ACTION. NO PART OF THIS ov ad PREPARATION OF THESE PLANS AND . DOCUMENT MAY BE RELEASED WITHOUT THE WRITTEN [sf MK 2 TAHLEQUAH RELATED SPECIFICATIONS. aa Ties PERMISSION OF THE ASSISTANT SECRETARY FOR NF 3 Tae OME S as 2 BEBE Ge GUE DE WASHINGTON STATE FERRIES OR, THE WASHINGTON STATE [we / wor NEP 7 \ Ne ¥ NOT TO BE USED FOR CONSTRUCTIC FERRIES COMPANY SECURITY OFFICER . NE ls < age PPT. DEF LANCE Ui y, APPROVED DATE ——— 7 i>, Ji. af /, - ty Pi, {rie EST of. FILE NAME: G:\Proj\SW\XL3508\PE\PE _PO\Plans\Permi t Set\g02 .00.dlv PRINTED: 1245219 PM 12/20/2010 ust eatnteo ov. | FED.AID PN KEYSTONE AND PORT TOWNSEND GO2.00 SUBHITTAC OATES 12/0/2010} rer a WI PHYSICAL SECURITY INFRASTRUCTURE |—saer ENTERED BY: 12/20/2010 eEGION KO STATE CHECKED BY: 12/20/2010 iQ |WASH MAR PROJ ENGR: 12720/2010 408 HUMBER Washington State ; OF PM -& ENGR WNGRE WN. WCINTOSH 02094. ™ =xx—| Department of Transportation \yTCT NITY MAP AND PROJECT LOCATION ASST SECRETARY: 0. MOSELEY REVISION DATE {BY| QOxexx WASHINGTON STATE FERRIES SHEETS #0 WASH. T. 30N. R.1W WM. — | a <i a tae i . as Fa i t be a d ye Eo n a | ) CIty OF PORT °— TOWNSEND ee es . Govt. Loti Sec. 11 b a z Lj 2 e 2 s z 2 8 z : I 4 ~ 4 ? Gs) . ; 35 r ? Ge) i = ? oF \ (38) Y (39) 3 f ma] $3 39° 30'00"w * ‘y’ OT om Ea a Gera a : ut ott T os jie | o % | ala ertene. | i _— g A. Ort 1s be pot Conc, Mon. Ft 9 | 94 TE altel tet . q -= = ago Fe 945 < . : . = ie a Se i | . SR 20 WATER _ ---"~ ST, Bt ew SEY mere | . Ari sen ap POSS eeecperecteerqreeggreee res : a tel F] 18 wpe me URNBACK LINE | ; lf] le & 1. oot bo ad of FOR RELINQUISHMENT sgl 1 ie gage” z te ww TO CITY . tb lztStel qe on an D we figs * - Pu os? a | &igisfala [oie] 3 efi a fe ai] a. aia NOTE: For SR 20 RAW gee, z us > E ra | 6& | 64 y = : Lidtow Road fo Pork Townsend, by a <j 1. =f | Sixt. td of IA thts. approved Feb. (B,1930. a >t, “a = 13 i — . ROPPA eres 7 Fizts2 & saesl tows | : : = = * Low Water 1 | ef ier8T sate naescateseeasensests teazasyeteus a i , CONSTRUCTION | [etoenet PERMIT D 3 - 4 ee 2 | 2 i Fede | ry Ba] 8 RB] 2 nen ee ee 5 Le CR F 14479.39.. 4 . 25" 7 re re ee wT" = jaaay Harbor Line —— . , <\es00 : 7 SENSITIVE SECURITY INFORMATION- i | re T T / . } F iG+30 f} rE it : | , — : MreAGS-89 | og aN _ THIS DOCUMENT CONTAINS SENSITIVE SECURITY . ag : F lTeG0 ee _ | INFORMATION AS DEFINED BY THE REVISED CODE OF : Itt Sy ee * PItsO | WASHINGTON (RCW) 42.17.310 AND CONTROLLED BY 49 ; | 2 " - CFR PART 1520. UNAUTHORIZED RELEASE MAY RESULT‘ IN | . me AY ) aR. . ~ i CIVIL PENALTY OR OTHER ACTION. NO PART OF THIS i ae : a4 f— a; . Stone’, . _ 2 8 DOCUMENT MAY BE RELEASED WITHOUT THE WRITTEN | , ° | a eee : PERMISSION OF THE ASSISTANT SECRETARY FOR | za - a WASHINGTON STATE FERRIES OR, THE WASHINGTON STATE |! —— —{-—— — 134 FERRIES COMPANY SECURITY OFFICER . | sg le im > ba . HE fi ,) . . ° | eee | we —__ CONSTRUCTION t MAINTENANCE ] ! 6 i) ; ° CAGCEMENT - PROPERTY OWNERSHIP NUMBERS - ~ Outer Hater Line ea : sp JEFFERSON COUNTY : PROPERTY LINES : ——— 190’ 219.5 i70S . SUNDRY SITE PLANS I ; : -F 20+79.39~ . , come —— sO PORT TOWNSEND FERRY TERMINAL Fi os SCALE IN FEET | ppanoercpmmemesss . ALR. Lease No. HAZAM To Standard = | Pig. ON Company 226 #690 . WAHANOTON STATE DUPARTIANT OF TRANSPORTATION i+ CLYMAMA, WASNORTON. | | be mo e+ « SUAME BERENTION : Sacestany ; 9 @ - ge. } » SONSTRUCTION pimarr .. | s SE Ea . g 5% [ oesoe Sere OF MATUREE mmc) [UNKHOWN | S2eAc. HOSAcE™| => couSTRUCTION § MAINTENANCE EASEMENT a . | : > 35-0630) JEFFERSON NAT L SaMK [1 SF. ‘ 5,060 SE . ee ems GASH TRIBER- PRODUCTS [36,005 SE zz013 SEY - -m. Aaa : . ER hb | i “SORT TOWNSE : Se sit a ZAG eenvla gi é% < |-s-cezos | crauner or comience | 72P5036 | <s0s59F zesse | n ua . YUE 1 = ers s| SACL REURCNAE: comer (AURA 0 | q + NAM ASH EASEMENT | ; . - | dv : ——— TWNE SHIPS OR CONSTRUCTION ; | — , ra | FILE NAME: G:\Proj\SW\XL3508\PE\PE .PD\P Il ons\Permit_Set\g04 00.div [PRINTED: 1244229 PM 12/20/2010 ust emtnreo av, FED.AID MEE KEYSTONE AND PORT TOWNSEND G04.00 SUBMITTAL DATE: 12/20/2010 jenaent PROJ.NO. 7 (OESIGNED BY: 12/20/2019 2008-GB-TB~008 1] \// 4 PHYS l CAL SECUR I TY | NFRAS TRUC TURE SHEET ont Pee a | PORT TOWNSEND TERMINAL SE CRE UNG eo 59w094 De artment of Teng sortation ™ ; | O9WO34 | ASST SECRETARY: D. MOSELEY REVISION DATE i BY IK SHEETS _00 AREA OF WORK pyle Aa Pass | | ] — a J—1 2 gias ued a i HH | rH | z == = = = = ce BH COLE EEE ‘ i é, >~ 4s = 306" PORT TOWNSEND AZ WE ; LO a = NSO" SE 27" W X=1169716.832 ° me = ve) — a Y=411607.290 ~ — Vuk od © DATE TNS — No te S : \ Ys < a Le Le Le a le on ee = —— s : % H~1—02 ; 3 S i ry cb on on 5 S on S o S 3 g 9 [4 S $ . 3—— a =F 8 8 = iz a im / + Bae ro NI Le = ws — LL io L © | az = eg lee) CO M C2 IC Lp :! Ley yb Ley Ley Me Le M7le ow ae — = 7 ra = = Ss —— J=5 a | == ! —T Es ty 1 IN LEGAL DESCRIPTION (4.\__PORT TOWNSEND SITE PLAN Ey, 0 2 4 6 8’ 12’ 16’ 24 PORT TOWNSEND 0.T., BLK 13, LOTS 1-8; TL DIST. 70, 71 & PTN DIST. 67; LS TAX 20. PT FERRY TERMINAL a a SCALE: 1/8” = 1-0” GENERAL NOTES OWNER: WASHINGTON STATE DEPARTMENT OF TRANSPORTATION BUILDING OCCUPANCY GROUP B — EXST TERMINAL: 1,665.2 SF ADDITION: 23.25 SF -—— ADDRESS: 1301 WATER STREET INTERIOR REMODEL, 69 SP PORT TOWNSEND, WA 98368 CONSTRUCTION TYPE V-B PARCEL NO: 989701301 DESIGN CRITERIA PERMITTING AGENCY: PORT TOWNSEND BUILDING DEPARTMENT — ROOF LIVE LOAD 25 PSF DEVELOPMENT SERVICES ROOF DEAD LOAD 15 PSF SENSITIVE SECURITY INFORMATION— 250 MADISON ST., SUITE 3 FOR OFFICIAL USE ONLY PORT TOWNSEND, WA 98368 GOVERNING CODE: 2009 WASHINGTON STATE BUILDING CODE, THIS DOCUMENT CONTAINS SENSITIVE SECURITY ADOPTED JULY 1, 2010 INFORMATION is ral BY THE REVISED CODE OF 2009 INTERNATIONAL BUILDING CODE, WASHINGTON (RCW) 42.17.310 AND CONTROLLED BY 49 ICC/ANSI A117.1-03 CFR PART 1520. UNAUTHORIZED RELEASE MAY RESULT IN 5009 INTERNATIONAL MECHANICAL CODE CIVIL PENALTY OR OTHER ACTION. NO PART OF THIS 5009 INTERNATIONAL FIRE CODE DOCUMENT MAY BE RELEASED WITHOUT THE WRITTEN 5009 UNIFORM PLUMBING CODE PERMISSION OF THE ASSISTANT SECRETARY FOR _ WASHING STATE FERRIES OR, THE WASHINGTON STATE 2008 NATIONAL ELECTRIC CODE (NFPA 70) PERMIT SUBMITTAL FERRIES COMPANY SECURITY OFFICER. FILE NAME: PT—AR—XXXX FED.AID PRINTED: UST PRINTED BY. a vey (REGSTERED rN PORT TOWNSEND AO7.00 SUBMITTAL DATE: 12/08/10 ~8-18- ARCHITECT EE —— meena] ys | Ww PHYSICAL SECURITY INFRASTRUCTURE —_— ENTERED BY: AAA 12/16/10 10 [WASH | PORT TOWNSEND TERMINAL AA CHECKED BY: MS JOB NUMBER Washington State OF MAR PROJ ENGR: CPS/TBC XL3507 PRES oo/e1/12 ; MGR PROJ MGMT & TERM PLAN: TBC ang = Department of Transportation 107 WSF _CEO: REVISION DATE _| BY SITE PLAN SHEETS WORKING COPY ae oi Tit BR M 104 ae ICE | Lg CORRIDOR DEMOLITION FLAG NOTES REMOVE EXISTING DOOR AND FRAME. REMOVE EXISTING DOOR. SAVE LOCKSET FOR RE-USE. REMOVE EXISTING DOOR, FRAME AND RELITE. SAVE LOCKSET FOR RE-USE. REMOVE EXISTING WALL AND CONCRETE CURB. CONTRACTOR TO SUPPORT ROOF STRUCTURE PRIOR TO WALL REMOVAL. REMOVE WALL GRAPHICS AND LOCKERS, RETAIN FOR REUSE. RELOCATE EXISTING HOSE BIBB. REMOVE AND RETAIN OVERHEAD LIGHT FIXTURE. RELOCATE MOTION DETECTOR AND SMOKE ALARM ABOVE DOOR. REMOVE EXISTING FIRE EXTINGUISHER CABINET AND RETAIN FOR REUSE. REMOVE AND RETAIN OVERHEAD LIGHT FIXTURE. VV VV V V V V V V V V V Y V _ _ L- REMOVE EXISTING SHELVING. A . a SAWCUT 3” DEEP AND CHIP OUT CONCRETE SLAB TO ACCOMMODATE NEW 73" N FOUNDATION WALL, ADDITION CONCRETE FLOOR SLAB AND 6” RIGID Zustotivl 9'-10"+ SAWCUT INSTALLATION, SEE 1/A09.01. VERIFY VERIFY bs ( ) tf yo DEMO WALL FINISH FOR PLUMBING REVISION. REMOVE EXISTING SHELVING AFTER ELECTRONICS ARE RELOCATED TO NEW RACK. SEE SCO6.00 aa PORT TOWNSEND DEMOLITION PLAN —<— |} Lo) 0 v2 3) 4 6' 8’ 12’ a a SCALE: 1/4” = 1’-0” SENSITIVE SECURITY INFORMA TION— FOR OFFICIAL USE ONLY THIS DOCUMENT CONTAINS SENSITIVE SECURITY INFORMATION AS DEFINED BY THE REVISED CODE OF WASHINGTON (RCW) 42.17.310 AND CONTROLLED BY 49 CFR PART 1520. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION. NO PART OF THIS DOCUMENT MAY BE RELEASED WITHOUT THE WRITTEN PERMISSION OF THE DIRECTOR, PERMIT SUBMITTAL WASHINGTON STATE FERRIES. FILENAME: PT—AR—XXXX FED.AID PRINTED: LAST PRINTED BY. a nan en EGS y ON KEYSTONE AND PORT TOWNSEND AQ7.01 SUBMITTAL DATE: 13708776 mec Tot |S nc Ww PHYSICAL SECURITY INFRASTRUCTURE DESIGNED BY: AAA 12/15/10 zr A. PORT TOWNSEND TERMINAL SHEET ENTERED BY: AAA 12/15/10 10 [WASH + peees (aneharecx ; 45 CHECKED _BY: MS JOB NUMBER STATE OF WSAINGTON Washington State on MAR PROJ ENGR: CPS/TBC XL3507 EXPIRES: 08/01/12 Department of Transportation 107 MGR PROJ MGMT & TERM PLAN: TBC CONTRACT NO. _ DEMOLITION PLAN WSF CEO: DAVID MOSELEY REVISION DATE | BY SHEETS WORKING COPY ars AGENT. FFICE FLAG NOTES i > s— FILL IN OPENING WITH 2x4 WOOD STUDS AND %” GWB EACH SIDE. PAINT TO MATCH EXISTING. ADD TOPPING SLAB, CONCRETE CURB AND NEW WALL FRAMING TO MATCH EXISTING. NEW VL 1%4"x7%” BEAM. NEW 2x6 STUD AT EACH END OF HEADER. NEW 28"x28” KEYBOX (HOFFMAN A24H2408SSLP3PT), RECESS INTO WALL, BACK OF RECESS TO BE %” PLYWOOD. NEW 18” DEEP MDO PLYWOOD SHELVING (4 EA). 3°’—0"x7’—0” HM DOOR AND FRAME. PAINT TO MATCH EXISTING. RELOCATED FIRE EXTINGUISHER CABINET, RECESS INTO WALL. [phat RRIDOR 00 > 2? > ” (o> NEW 3’—0”x7’—0” HM DOOR WITH UPPER LITE AND HM FRAME. DOOR TYPE A. ~q io RELOCATED HOSE BIBB. Burk Koy bef ~ LSS RSaTe Ease > RELOCATED CEILING MOUNTED LIGHT FIXTURE. iA (cn Ba NEW WOOD BIFOLD DOOR. (209.01/ A09.01 is NEW 24” DEEP MDO PLYWOOD SHELVING. (4 EA). 7-0. (VERIFY) —_ - Db INSTALL MDO PLYWOOD SHELVING TO SUIT. (4 EA). 15 ALIGN INSIDE FACE OF ADDITIONAL WALLS WITH EXISTING WALLS. (1.\_ PORT TOWNSEND FLOOR PLAN ——}}\ om s— Ey, Oro 3 4 6’ 8 12° | SCALE: 1/4” = 1’—0Q” S00R SIZE DOOR FRAME HARDWARE GROUP 1 nae NUMBER WxH THK MTL FINISH TYPE MTL FINISH GROUP SEFETy a e 1% PAIR HINGES, 4%”x4%” BB (FBB179) BY Foo'xyoo"l 15%" AM = ; a TT wee = STANLEY OR EQUAL. US26D FINISH. 2 3’—0"x7’'—0"| 1%" HM P B HM PAINT 2 = e PEMKO WEATHERSTRIP S88 (BLACK) 3 ” 3 BIFOLD | 1% WD P C WD PAINT | INCLUDED PAINT TO —t= PAINT TO — PAINT TO — * PEMKO DOOR BOTTOM 345AV 3-0 x7—-0 MATCH MATCH MATCH EXISTING EXISTING EXISTING © THRESHOLD 271A Ona Oe Oa wo ¢ CLOSER NORTON 7500—689 FINISH SCHEDULE e REUSE LOCKSET FROM REMOVED ENTRY DOOR WALLS GROUP_2 FLOOR BASE CEILING ¢ 1% PAIR HINGES, 4%”x4%” BB (FBB179) BY ROOM NAME NORTH EAST SOUTH WEST STANLEY OR EQUAL. US26D FINISH. NUMBER MATL | FINISH | MATL | FINISH HEIGHT! MATL | FINISH [HEIGHT| MATL | FINISH FINISH FINISH FINISH SENSITIVE SECURITY INFORMATION— 100 CORRIDOR | c |E vcT|] GW VB 6” GW p |g’—5”| GW p E E E E E p e REUSE REMOVED BEST 93K7D14DSTK626 . — LEVER LOCKSET FROM STOREROOM DOOR FOR OFFICIAL USE ONLY 105 STORAGE C vet | GW VB 6 GW p |g—5” FRT/GW Pp E P FRT/GM Pp. FRT/GW P (LESS CORES). 106 MECH RM c le vet! cw VB 6” GW Bp | gtagd p E p E P GW p THIS DOCUMENT CONTAINS SENSITIVE SECURITY ener AS : — ¢ CLOSER NORTON 7500-689 DEFINED BY THE REVISED CODE OF WASHINGTON (RCW 110 | VESTIBULE | C JECT] GW | VB 6 GW p [8-5 | £— P GW p GW P GW P 42.17.310 AND CONTROLLED BY 49 CFR PART 1520. ABBREVIATIONS: UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR C CONCRETE P PAINTED CT CERAMIC. TILE OTHER ACTION. NO PART OF THIS DOCUMENT MAY BE RELEASED WITHOUT THE WRITTEN PERMISSION OF THE DIRECTOR, E EXISTING VB VINYL BASE FRT/GW_ FIRE RETARDANT PLYWOOD OVER GYPSUM WALLBOARD Be acon ne eee GW GYPSUM WALLBOARD VCT VINYL TILE PERMIT SUBMITTAL FILE NAME: PT—AR—XXXX ae PRINTED: LAST PRINTED BY: .NO. =, “Se yO PORT TOWNSEND A08.01 SUBMITIAL DATE: 12/08/10 tld Vase 7 PHYSICAL SECURITY INFRASTRUCTURE DESIGNED BY: AAA 12/15/10 ‘GION | STATE A SHEET ENTERED BY: AAA 12/15/10 10 |WASH spn gS PORT TOWNSEND TERMINAL 4G CHECKED BY: MS JOB NUMBER STATE. OF WASHINGTON Washington State OF MAR PROJ ENGR: CPS/TBC XL3507 aie earn MGR PROJ MGMT _& aa PLAN: TBC CONTRACT NO. = Department of Transportation lode PLA 107 WSF CEO: DAVID MOSELEY REVISION DATE. BY LOOR PLAN SHEETS WORKING COPY a —«— MATCH EXST WOOD TRIM a MATCH EXST WOOD SIDING RELOCATED HOSE BIBB | ———J | “= MATCH _EXST yi ji } || TA T I J BOX SEE SHEET E10.00 ~~ BACK WALL OF RECESS NEEDS TO BE PLYWOOD SO 24°x24” HOFFMAN BOX CAN BOLT TO IT. WOOD TRIM (SEE HOFFMAN + A24H2408SSLP3PT) CONC SILL NORTH SOUTH (/»\__ ELEVATION ELEVATION NS.01/ 6 r23 4 6B’ 12 NS.01/ 6 r23 4 6’ a SCALE: 1/4” = 1-0” SCALE: 1/4” = 1’—0” R—30 INSULATION wle, 8d@6”"0C ra L I Nee | 6 > LTP4@2'0C eee | Ss _— 6”0C nae 1540” WSP ‘\ ~ H 8’ — 6 ” (M A T C H EX S T ) ] y- AB-EMBED ! 4” INTO EXST CONCRETE { 1x4 FURRING PRECAST PRESTRESSED / CONCRETE PANEL 9 %” EXP JOINT —— 6” ™ = ~ — 3” — —— — R-Zoh, 11 A09.01 /4.\ SHEAR WALL ANCHORING (6) 4” 8” 1 * 1 "4" 2' 28" 4’ SCALE: 3/4” = 1’-0” 12’ ZL MATCH EXST VERTICAL | |_ _ | I ] f] ! ] | ! ] ! . + “or 4 STRUCTURAL NOTES 1. ALL WORK SHALL CONFORM TO IBC ‘09 AS WELL AS STATE AND LOCAL AMENDMENTS. 2. THE CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE WORK AREA PRIOR TO BEGINNING CONSTRUCTION. 3. CONSTRUCTION SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THESE PLANS AND NOTES ARE NOT INTENDED TO DIRECT THE CONTRACTOR’S METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES EXCEPT AS DESCRIBED FOR CONSIDERATION IN DESIGN. 4. STRUCTURAL WORK IS BASED ON WASHINGTON STATE FERRIES PORT TOWNSEND FERRY TERMINAL BUILDING ADDITION AND REMODEL DRAWINGS DATED 6/96. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. THE ENGINEER SHALL BE NOTIFIED IF DIFFERING CONDITIONS ARE FOUND OR IF THE DESIGN IS TO BE (/3.\ SHEAR WALL ANCHORING m4 PRESTRESSED PANEL BELOW. AFTER EXISTING WALL, CURB AND FLOOR ARE REMOVED, DRILL EXISTING SLAB 4 TO EMBED NEW #4 BARS 4” DEEP. 6” RIGID INSULATION. PAINTED %” GWB WALLS AND CEILING. 8” 12” TAPE AND PATCH NEW GWB TO EXISTING. f MODIFIED. WOOD TRIM Seek EF REOU viet ENST GONG ETL. NEW FIM DOOR & FRAME 5. ROOF SNOW LOAD = 25 PSF. EXPANSION —— 79" (veRIFY) | Ne 2-11" 6. NEW SHEAR WALL CAPACITY-= 220 PLF~(SHEET S5, 9/96 PLANS). 15/23" WSP WITH EDGE NAILING(= 8d @ 6” O. C. BLOCK PANEL JOINTS. ae a (VERIFY) fo» FAST ELEVATION 7. WOOD — 2X LUMBER — HEM-FIR #2 OR BETTER. BEAM = VERSA-LAM 1-3/4 X 7-1/4 OR EQUAL. Fb = 3100 PSI; E = 2,000 KSI. WSP = WOOD STRUCTURAL Cy) ee - PANEL PER IBC. a a a SCALE: 1/4” = 1-0" 8. STEEL FRAMING CONNECTORS — SIMPSON STRONG TIE OR EQUAL. HOLDDOWNS. = out TT31_WITH 5/8” ANCHOR BOLT (AB) EMBEDDED 3” INTO EXISTING CONCRETE WITH | usgecks@_— "AT” ADHESIVE. —— (2) 16d fe ~~ To Wines r 9. CONCRETE - fc (= 4,000 PS. Td. Vids Duspedrey Casey of Tk A34 R21_INSULATION-—'\J . , - 4 Yror g 15 ” be — wv me wseS TN. LAG NOTES eben c T Ly Pa | ee CUT EXISTING SOFFIT PANEL AT BACK OF NEW WALL FRAMING. REMOVE SOFFIT 10d@12°0C 6 MIL VAPOR PANEL IN WAY OF NEW CEILING. vA | BARRIER Ala ee — 16d@12"0C ) @ | 22> IF TOP OF EXISTING 6x12 BEAM IS AT THE SAME ELEVATION AS TOP PLATE OF | Si ree Lets bar WALL TO BE REMOVED, KEEP FOR NEW CEILING JOIST BY SHORTENING IN WAY = OF NEW VL BEAM. OTHERWISE CUT HERE AND REMOVE. PROVIDE NEW 2x4@24” A a BaeNOOL OC CEILING JOISTS. TY = wa ¥ |S PROVIDE CONTINUOUS 2x4 BLOCKING ABOVE NEW SHEAR WALL. ” GWB L J : + =e A iw A AB AND PT 2x6 [4 > CHECK SOFFIT NAILING TO INSURE 6” SPACING. SUPPLEMENT AS NEEDED. v' MTL a SEE STRUCTURAL UTILITIES MAY NEED TO BE LOWERED TO ACCOMMODATE. NEW WALL | EXST WALL aS] FUQSEING 4 1/A9.01 5 TO AVOID REMOVING UTILITIES BEHIND 6x12 BEAM, ATTACH UPPER PLYWOOD an HEADER/STUD CONNECTION | Soar es [ess Sma ANT PANEL TO TOP PLATE PRIOR TO INSTALLING TOP PLATE. INSTALL TOP PLATE A09.01 a | a 6” VINYL BASE 6 FASTEN EXISTING BLOCKING TO EXISTING BEAM WITH LTP4 @ 2’ OC AND PAINT O se ot 1 2 3 76 ” > -_n x SCALE: 1” = 1-0 = | | 7 REMOVE EXISTING PLYWOOD SHEETING IN WAY OF NEW VL 13x74 BEAM AND a VINYL TILE INSTALL BEAM. SUPPORT ON NEW END WALL STUD AND NAIL TO EACH ROOF USE SHEAR WALL Mie Ly : FLASHING 1%" _!| A\ TRUSS WITH (3) 16d. EDGE NAIL SPACING 4 | CONC SLAB FOR THESE STUDS y," , We AFTER NEW WALL IS CONSTRUCTED AND WITH NO SNOW ON ROOF REMOVE r - LA £ EXISTING WALL AND INSTALL NEW LUS28 TO EXISTING TRUSSES. 7 = /f | |S WHEN REMOVING EXISTING SLAB, TAKE CARE NOT TO DAMAGE PRECAST CONC CURB | . gi | | ii = = SHEAR WALL ANCHORING @) a 8” 1’ 1 ‘4% 2 a a SCALE: 3/4” = 1'-0” a case SCALE: 3” = 1’-0" i inicio OANA NOR} /SOUTAAMEST-WMLES-OF HE: ADDITION, ES SEE DETAIL 4/A09.01 FOR HEADER/STUD CONNECTION. PERMIT SUBMITTAL FOR OFFICIAL USE SENSITIVE SECURITY INFORMATION— ONLY WASHINGTON STATE FERRIES. THIS DOCUMENT CONTAINS SENSITIVE SECURITY INFORMATION AS DEFINED BY THE REVISED CODE OF WASHINGTON (RCW) 42.17.3510 AND CONTROLLED BY 49 CFR PART 1520. UNAUTHORIZED RELEASE MAY RESULT IN CIVIL PENALTY OR OTHER ACTION. NO PART OF THIS DOCUMENT MAY BE RELEASED WITHOUT THE WRITTEN PERMISSION OF THE DIRECTOR, FILENAME: PT—AR—XXXX FED.AID PRINTED: (AST PRINTED BY. PROJ.NO. an (GSES y ON KEYSTONE AND PORT TOWNSEND A09.01 SUBMITTAL DATE: 12/08/10 oe (icy 7/7 PHYSICAL SECURITY INFRASTRUCTURE DESIGNED BY: AAA Sa | REGION | STATE / J PORT TOWNSEND TERMINAL SHEET ENTERED BY: AAA 12/15/10 10_[WASH ; CHECKED BY: MS JOB NUMBER Washington State ma MAR PROJ ENGR: _CPS/TBC a cone aie Department of Transportation 101 MGR PROJ MGMT & TERM PLAN: TBC _ WSF CEO: DAVID MOSELEY REVISION DATE | BY ELEVATION SHEETS WORKING COPY