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Home My WebLink AboutBLD10-207 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-207 Permit Type | Commercial Miscellaneous Project Name FERRY TOLL BOOTHS Site Address FERRY TERMINAL Parcel # 989701301 Project Description Replace existing toll booth #1 & Relocate toll booth #2 to new foundation 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 Contractor Stouder General (360) 366-5413 CITY 601900345-1-1 02/29/2012 Construction Llc Contractor Stouder General (360) 366-5413. STATE STOUDGCO026) 11/01/2011 Construction Llc Fee Information Project Details Project Valuation $49,000.00 Entered Bid Valuation 49,000 DOLL PLAN REVIEW REFUND 150 -150.00 Units: Heat Type: PLAN REVIEW DEPOSIT 150 150.00 Bedioome Construction Type: V - B Building Permit Fee 633.65 Bathrooms: Occupancy Type: 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 *** SEE ATTACHED CONDITIONS *** 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. I further certify that I am the owner of the property or authorized agent ofthe owner. . Wy Lhe / Se Lad Date Issued: 04/27/2011 Print Name Lj che, / SHOVES heen RWEY Signature Vat -<Li - vate 412-7 // Date Expires: 10/18/2011 7 BUILDING PERMIT City of Port Townsend Development Services Department 250 Madison Street, Suite 3, Port Townsend, WA 98368 (360)379-5095 Project Information Permit # BLD10-207 Permit Type Commercial Miscellaneous Project Name FERRY TOLL BOOTHS Site Address FERRY TERMINAL Parcel # 989701301 Project Description Replace existing toll booth #1 & Relocate toll booth #2 to new foundation Conditions 10. Per 12/1/10 letter from Dough Schlief, WSF will have a traffic management plan in place for summer 2011. 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. I further certify that I am the owner of the property or authorized agent of the owner. PrintName ———” Date Issued: 04/27/2011 Issued By: MWAY Date Expires: 10/18/2011 Signature _ Date 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. PARCELNO. 989701301. PERMIT NO. BLD10-207 ISSUED DATE _ 04/27/2011 EXPIRATION DATE __ 10/48/2011 ADDRESS FERRY TERMINAL CONSTRUCTION TYPE _V-B OCCUPANT LOAD OWNER STATE OF WASHINGTON-NAT RESOUR PROJECT DESCRIPTION Replace existing toll booth #1 & Relocate toll booth #2 to! CONTRACTOR STOUDER GENERAL CONSTRUCTION LLC LENDER INSPECTION INSP DATE COMMENT INSPECTION INSP ATE COMMENT FOOTING PAE LANDSCAPE PERLUP | | FOUNDATION PIERS FINAL PUBLIC WORKS gba SLAB CONCRETE swewack=conereTEel7a 4/7 |New Corb MASONRY/CMU FRAMING Wns | 97/,, STRUCTURAL STEEL aa SHEAR WALL “iw Ag Of Y INSULATION Mak |727/,) GWB Dt Pal. ROOF NAILING All CU SPECIAL MISCELLANEOUS a FINAL BLDG/COFO [ZAG /, LT appro ved Wf; TO REQUEST AN INSPECTION CALL (360) 385-2294. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION. RE 7 20T Washington State Washington State Ferries Ww Department of Transportation Piatt arity otiges po Seattle, WA 98121-3014 Paula J. Hammond, P.E. 206-515-3400 Secretary of Transportation TTY: 1-800-833-6388 www.wsdot.wa.gov/ferries David H. Moseley Assistant Secretary for Washington State Ferries December 7, 2010 Rick Sepler Director DSD/Planning 250 Madison St. Suite 3 Port Townsend, WA 98368 Mr. Rick Sepler, Leonard Smith and I met discussing the recent meeting he had with you and your staff on November 17, 2010. . Currently, Washington State Ferries (WSF) submitted a permit request for a project to realign the tollbooths at the Port Townsend facility. It is my understanding prior to authorizing the tollbooth permits; you are requesting assurance that WSF will have a traffic management plan in place for the upcoming summer. WSF will begin evaluating the best course to assure traffic control personnel will be available to manage the remote holding area, and to assure funding is available, as well as replace a few signs and refresh the striping in the remote holding area. This letter is to confirm with you that WSF is beginning the process to be prepared to utilize the remote holding area this summer should traffic volumes warrant this need. The Reservation\Phase 1 project will follow the tollbooth project. WSF currently planned a Kick-Off meeting for the month of December in which you will receive an invitation to attend. . These activities have commenced. Sincerely, Doug Schlief pes Senior Shoreside Manager Washington State Ferries it | E | cc: Leonard Smith L | Washington State Ferries Washington State We Department of Transportation Paula J. Hammond, P.E. Secretary of Transportation December 27, 2010 To whom it may concern: Washington State Ferries 2901 3rd Avenue, Suite 500 Seattle, WA 98121-3014 * 206-515-3400 TTY: 1-800-833-6388 www.wsdot.wa.gov/ferries David H. Moseley Assistant Secretary for Washington State Ferries Washington State Ferries Terminal Department manages eligible employees who may need ‘workplace accommodations by exercising rights and provisions within the Family Medical Leave Act as well as Collective Bargaining Agreement language. WSF has identified workstations in the terminal department capable of accommodating employees with work restrictions. The first step requires a determination of the capabilities and restrictions of the employee. After engaging in an interactive process.with the employee the Union is consulted and the employee is allowed to transfer to a station of their choice using their seniority for placement. WSF has successfully accommodated a number of employees using this methodology. Sincerely. oh Doug Schlief Senior Shoreside Manager Washington State Ferries CITY OF PORT TOWNSEND | BLDG PERMIT ACTIVITY LOG | PERMIT #_ BLD \O-2O | DATE RECEIVED_!O-2\: LO SCOPE OF WORK: a | Replace. existing +0dl booth No |, Relocarhe. +ol| Lod No- 2. +0 Qeo fon dahen | DATE ACTION INITIALS lO “L-\1O_ | ENTERED INTO CHET \O 2- \ ©_| CHECKED FOR COMPLETENESS Plan Review | # Bedroom(s) = # Bath(s) = Heat Type: ~ CHold (nCHET jO=74 SS emai to mM. Scot — Cayo lamt™ Concerns Bay Tei Prone cork . ping SAPP Gq WiScett lus tv discus = | Ss Piatt IS oman Alex- ce Ged \_YV1. Hos BERR ¥ Paine, = Wy ARCD a eDVEEAAREEE RA Le Asx. mene emp in \AW?_O]- O40. Tiueigalensendd mon &S Deaton of \eouen ,* il-17-io Tem meetiale o¢ K& Sedee + leomén Smith. [SF LloUD Peemit onril £.Serlee Leceives lelee Eon lose Wool Ten POCAE heldina LOnZé . an a | lAl T[[0 hn Fetd tan Dog ARE: WSE. iJpa dy anne | t/ 20/1 pigs ae “ al) a “Rec'd ewmoal fom Bet. Appoved | permit - told henb feat ttnet Contactos nous City leusiaese _[iconse - {SEPFIC3 z[2za_ (Sere MAN Pid RIZE 67 Fee a 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 Law * $ils- 3655 | Bs 4 is Cor, Call with bu») $(61-/206 Cell 1 - Marte Scot , K Ahan [tHersan - Hoject frgineo_ | Ré: BLD 10-0AT Tol! Booths Concems by Cireeletim | 9eometry | Sicha remove l qunch ON | SidetlaySide - Af resents GRETA) | Thre 6H demend. To CRA Width — remain Syte UeQd URS- ba onky 2 Welding lene. (Me be oOQau \eht an fan douwtrn hte dock y 4 Heo but man elminccke , MS— Went DT lan int Pil bootro. m= on 4 ; ING es Nep — Dent Pelessnr te Comm 4 CaM Gge iw, Street bev/ me ? reotnpe? — Bh pum -don't kis ve esvms. FP vans. Und/ reonwed | PHONE CALL FO R re at k ) re c e n t a ok s a e e ee OL AN Te V Mo e o0 0 - SL | - 1 2 Qe ME S S A G E A [_ _ ] TE L E P H O N E D © [_ _ ] R e T U R N E D YO U R CA L L (Z O D ‘e ) —~ Ta s * q ae PL E A S E CA L L et [J w ca t ac a i n S7 \ ) \ Le n d 0 / _[ _ _ ] c a m e To se e yo u SI G N E D - i [_ _ ] WA N T S TO SE E Yo u ’ Alex Angud From: Meg Way Sent: Wednesday, January 19, 2011 1:36 PM To: Alex Angud Subject: FW: Permit BLD10-207 Below is the name of the contact for the ferry terminal permit. From: Scott, Mark [mailto:ScottM@wsdot.wa.gov] Sent: Wednesday, January 19, 2011 1:35 PM To: Meg Way Cc: Patterson, Kynan D Subject: RE: Permit BLD10-207 Thanks Meg, Please have him contact Kynan Patterson (206)515 -3463. | think he is in training this afternoon but he will call asap if he has a name and a number. Mark From: Meg Way [mailto:MWay@cityofpt.us] Sent: Wednesday, January 19, 2011 1:26 PM To: Scott, Mark Subject: RE: Permit BLD10-207 Hi Mark, Alex finally met with Dave this morning. He has simple engineering design questions. Can you let me know who (engineer associated with the project) he should call and we will try to finish this up today. Thanks. Meg From: Scott, Mark [mailto:ScottM@wsdot.wa.gov] Sent: Wednesday, January 19, 2011 1:14 PM To: Meg Way Cc: Patterson, Kynan D Subject: Permit BLD10-207 Hi Meg, Sorry | don’t have you phone no. or | would have called. Just wondering about the permit status for BLD10-207(Ferry Terminal). The web site still says ‘pending’. WSF is ready to recommend award to our contractor but need to hear that everything is still in motion. 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 From: Meg Way [mailto:MWay@cityofpt.us] Sent: Tuesday, January 04, 2011 1:53 PM To: Scott, Mark Subject: RE: Estimated Fee for WSF permit Mark, I would be the one. They need both a city and state license. Thanks. Meg From: Scott, Mark [mailto: ScottM@wsdot.wa.gov] Sent: Tuesday, January 04, 2011 1:15 PM To: Staehli, Chris (Consultant); Meg Way Cc: Cole, Tom Subject: FW: Estimated Fee for WSF permit Chris, For your files here is the receipt for the plan review and the construction permit. We will have to inform the City who our contractor is so that after we award the City knows who the contractor is when they come in to pick up the construction permit. Meg, When we get a Contractor on board would we call you or someone else? 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 From: Meg Way [mailto:MWay@cityofpt.us] Sent: Tuesday, January 04, 2011 11:10 AM To: Scott, Mark Cc: Michael Hoskins Subject: FW: Estimated Fee for WSF permit Mark, I received the payment today. The receipt is attached. Happy New Year. Meg From: Meg Way Sent: Wednesday, December 22, 2010 10:47 AM To: ‘Scott, Mark’ Cc: Michael Hoskins Subject: RE: Estimated Fee for WSF permit I may return the check and ask you to mail the deposit. The way our system works, it is very difficult to take payment for estimated fees. Sorry for the inconvenience. It will not hold up the review process. Meg From: Scott, Mark [mailto:ScottM@wsdot.wa.gov] Sent: Wednesday, December 22, 2010 10:18 AM To: Meg Way Cc: Michael Hoskins Subject: RE: Estimated Fee for WSF permit | | think our check is already on the processing mill. | view it as we will be paying for a portion of the permit ahead of time. One of our engineers that lives up that way should be delivering the set this afternoon. Merry Christmas. 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 From: Meg Way [mailto:MWay@cityofpt.us] Sent: Wednesday, December 22, 2010 8:34 AM To: Michael Hoskins; Scott, Mark Subject: RE: Estimated Fee for WSF permit Mark, When a building permit is submitted we only take in a deposit of $150.00, the balance of fees are due when the permit is issued. Please let me know if you have any other questions. Thanks. Meg From: Michael Hoskins Sent: Wednesday, December 22, 2010 8:30 AM To: ‘Scott, Mark' Cc: Meg Way Subject: RE: Estimated Fee for WSF permit Sure. | will let Meg know up at the front counter. From: Scott, Mark [mailto:ScottM@wsdot.wa.gov] Sent: Tuesday, December 21, 2010 8:15 AM To: Michael Hoskins Cc: Staehli, Chris (Consultant); Cole, Tom Subject: RE: Estimated Fee for WSF permit Michael, Sorry, | was out of the office at 4:00pm on Friday and off this Monday so | didn’t see this until this morning. Can we submit the plans tomorrow and send you a check for the below amount? We have a problem getting a check cut tomorrow. | 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 From: Michael Hoskins [mailto:MHoskins@cityofpt.us] Sent: Friday, December 17, 2010 4:05 PM To: Scott, Mark Subject: RE: Estimated Fee for WSF permit Hi Mark, Here is a Permit estimate for the the security | From: Scott, Mark [mailto: ScottM@wsdot.wa.gov] Sent: Thursday, December 16, 2010 2:54 PM To: Cole, Tom; Michael Hoskins Cc: Staehli, Chris (Consultant) Subject: RE: Estimated Fee for WSF permit Tom, you are correct. We are asking for the estimate of the plan review fees at this point. Mark, | Here is a permit estimate for the security room addition based on $49,000.00. Record retention fee 10.00 Plan review fee 411.87 Tech. fee 12.67 State building code 4.50 Building permit fee 633.65 Total Fees 1,072.69 Hope that this helps, give me a call if you have any questions. 4 Michael From: Cole, Tom Sent: Thursday, December 16, 2010 1:07 PM To: Staehli, Chris (Consultant) Cc: Scott, Mark Subject: RE: Estimated Fee for WSF permit | thought it is a plan review fee, not a permit fee. From: Staehli, Chris (Consultant) Sent: Thursday, December 16, 2010 12:59 PM To: Cole, Tom Subject: FW: Estimated Fee for WSF permit FYI, waiting............. From: Scott, Mark Sent: Thursday, December 16, 2010 12:18 PM To: 'mhoskins@cityofpt.us' Cc: Staehli, Chris (Consultant) Subject: Estimated Fee for WSF permit Mike, If you have a second would you please send me the estimated permit fee for the $49,000 security room upgrade construction project. | need background to give to the accountants so they can write us a check. 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 *** eSafel scanned this email for malicious content *** *** IMPORTANT: Do not open attachments from unrecognized senders *** Alex Angud From: Sent: To: Ce: Subject: Attachments: Hello Alex, Patterson, Kynan D [PatteKD@wsdot.wa.gov] Wednesday, January 19, 2011 4:19 PM Alex Angud Scott, Mark Standard Plan - Curb Ramp Type A & Detectable Warning Surface RampTypeA_08_10StdPlanmanual.pdf; DetectableWarningSurface_08_10StdPlanmanual.pdf Attached are the two Standard Plans that will guide the contractor in placement of the Parallel Type A Curb Ramp on the remaining sidewalk at the Port Townsend Terminal. The “Ramp” Standard Plan references the “Detectable Warning Surface” Standard Plan to complete the ramp. Our WSDOT standard plans can be referenced at the following website link for your information. http://www.wsdot.wa.gov/Design/Standards/Plans.htm Hope this is what you were looking for, and by all means let me know if you have any other questions permit related or not. Thanks. Kynan Patterson Washington State Ferries Marine Engineer 206-515-3463 i ai e r/ N LI N AV d 8 TA T I V e V d Sd A L LI N AV d V TA T I V e V d Ad A L av a wa a N i o n a N o w s 0 av i s MG I A SI L A W O S I M3 I A SI N L S W O S ! 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PoeT TownesD 4B368 Parcel # 49 70\ 3O| Legal Descri peel (or Tax #): Office Use Only Addition: P| © : Permit 1% #EDIODO| Block: Lot(s): 1-® Ti Ost 10, Tle PTN pis? G7 LS TAX ZO Associated Permits: Project Description: REPLACE EXISTING ToLL BOTH No, 1 | CEWATE TOLL BOOTH NO. 2,JO NEW FOUNDATION > 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:_WASTAIE D Address: 1345 LINDEZSON WAY SW Lender Information: Lender information must be provided for projects over $5,000 in valuation per RCW 19.27.095. City/SUZip,_ TUMWATER , WA 98501 Phone:_2(O- Bll -|Z06 Name: > |A\e* Dex, ot Trave, Project Valuation: $ 157,000 Email: SCOCEM@ wsdot.wa.qov Construction Type: V irae phe 10 bod Name: ARK SLOT 2) Occupancy Rating: Building Information (square feet): Address: S>@me 29 Bbove City/St/Zip: | 1° floor CF _ Restrooms: Phone: 2" floor Deck(s): — Email: | 3” floor Storage: — Basement: Is it finished? Yes No Contractor: STC DR det Other, Name._ TP) a eh eO y New Addition += Remodel/Repair 0 Address: Change of Use 0 City/St/Zip: Phone: ; Total Lot Coverage (Building Footprint): Email: — State License #: Exp: City Business License #: Square feet: & 4 % — Square feet: Impervious Surface: }\ chanae +o enithing | La | 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: MARK A. SCOTT 10-\4-10- Date: Signature: Hee A. 30u ZONE P-] COMMERCIAL BUILDING PERMIT APPLICATION CHECKLIST This checklist is for new construction, additions, and remodels £1 Commercial building permit application. }€ Non-Residential Energy Code forms: xt Lighting xt Mechanical Xt Envelope Three (3) sets of plans with North arrow and scaled, no smaller than %” = 1 foot: WM Title Page/Cover Sheet: aP R O N > 6. Project identification Project address, legal description, location map, tax parcel number(s) All design professionals identified including addresses and phone numbers Name, address, and phone number of person responsible for project coordination Design criteria, including occupancy group, construction type, allowed floor area vs. proposed, occupant loads, height and number of stories, deferred submittals, etc. Designate compliance with all applicable codes a A site plan showing: CO M O N O A R W N > Legal description and parcel number (or tax number), Property lines and dimensions Setbacks from front, sides and rear in accordance with a pinned boundary line survey On-site parking and driveway with dimensions Street names and any easements or vacations Location and diameter of existing trees Utility lines If applicable, existing or proposed septic system location Delineated critical areas boundaries and buffers w Foundation plan: AR W N S Footings and foundation walls Post and beam sizes and spans Floor joist size and layout Holdowns Foundation venting ky FE loor plan: NO O N > Room use and dimensions Braced wall panel locations Smoke detector locations Attic access Plumbing and mechanical fixtures Occupancy separation between dwelling and garage (if applicable) Window, skylight, and door locations, including escape windows and safety glazing 1 Wall section: OO N A H R W N = Footing size, reinforcement, depth below grade Foundation wall, height, width, reinforcement, anchor bolts, and washers Floor joist size and spacing Wall stud size and spacing Header size and spans Wall sheathing, weather resistant barrier, and siding material Sheet rock and insulation Rafters, ceiling joists, trusses, with blocking and positive connections Ceiling height 10. Roof sheathing, roofing material, roof pitch, attic ventilation B Exterior elevations with existing slope of the land in relation to all proposed structures ® If architecturally designed, one set of plans must have an original signature ® If engineered, one set of plans must have one original signature — O For new dwelling construction, Street & Utility or Minor Improvement application Suzanne Wassmer From: Miller, Burt [MilleBu@wsdot.wa.gov] Sent: Tuesday, February 08, 2011 2:49 PM To: Suzanne Wassmer Ce: Morrow, Michael; Callahan, John Subject: Port Townsend Ferry Terminal Toll Booth Relocation Project Notification QE |i -~ Ok w//IC to S(ue, Ms. Wassmer: wd Emouled Bef . My name is Burt Miller and I am the Assistant Environmental Manager with Washington State Ferries (WSF). I talked on the phone with you last year on February 23, 2010. We discussed the toll booth relocation at the Port Townsend Ferry Terminal. We agreed that the relocation project could be permitted using the programmatic Shoreline Exemption (LUP-07-040), and that notification of construction activities would be made at least 4 weeks prior to commencing. = JS r; ph OM nt Please consider this email as notification. Stouder Genera Construction will be at the ferry terminal starting April 13, 2011. They will relocate the toll booth and complete the work associated with the project. The project would be completed by June 30, 2011. (eos $q22-69 Thanks, Burt Miller Assistant Environmental Manager Washington State Ferries 2901 3rd Avenue, Suite 500 Seattle, WA 98121-3014 206-515-3756 millebu@wsdot.wa.gov "7a Permit Tracking ee et ee eR Nee ot Appl # (BLD 10-207 _ o Date Issued| OM? : Type BLD-COM-MISC — _ Expiration Date (04/19/2011 T Ae) Parcel #/989701301 Re-issue Date| a Site Address [FERRY TERMINAL - S Parent # Date Submitted 10/21/2010 Date Closed| Project Name [FERRY TOLL BOOTHS pi Technically Complete Last Action {12/17/2010 Zoning iP-I te A ved ene cll (statu Date | Status [PENDING 2) Suppress? | Gov?! N?¥ Naa Gia] Ge ae Project Description [Replace existing toll booth #1 & Relocate toll booth #2 to new foundati Project Lead Fred Slota (360)379-5058/Building Official Census Type . State Building Code Units Plan Review Hours Actual Cost AA A A e Ad d dd \ a a popes Ts hee! Torn qymtk AMP ROA 72 Esse” pos ni kook fiKE °T fits heen Sent Te jit YET SF NO —— Receipt Number: Plan Review Fee $411.87 $411.87 $0.00 BLD10-207 989701301 BLD10-207 989701301 State Building Code Council Fee $4.50 $4.50 $0.00 BLD10-207 989701301 Technology Fee for Building Permit $12.67 $12.67 $0.00 BLD10-207 989701301 Building Permit Fee $633.65 $633.65 $0.00 BLD10-207 989701301 Record Retention Fee for Building Per $10.00 $10.00 $0.00 BLD10-207 989701301 PLAN REVIEW REFUND 150 -$150.00 -$150.00 $0.00 Total: $922.69 10-0834 10/21/2010 PLAN REVIEW DEPOSIT 150 $150.00 BLD10-207 “CHECK 278812 $ 922.69 Total: $922.69 genpmtrreceipts Page 1 of 1 Receipt Number: BLD10-207 989701301 PLAN REVIEW DEPOSIT 150 $ 150.00 Total: $150.00 $150.00 $150.00 $0.00 Total: $150.00 genpmtrreceipts Page 1 of 1 - Rio~ FI FILE copy f Mi. 2 2 . : We Washington State Marine Engineering (J department of Transportation Design Calculations Project Sheet No. of Sheets SR. Made By Check by Date Supv aes Patt ‘Vounsend lord Sproorwear CaceoLanionrs eee a OCT 21 2010 CITY OF PORT TOWNSEND g DSD DOT Form 232-007B Revised 01/2009 Sheet No. "aN 7 Bos renotk cf tranaportation Marine Engineering Design Calculations Project Sheet No. of Sheets S.R. Made By Check by Date Supv Taste oF Cowes OEsicn Cervrena ie Gener Feamne Aa 2 LIA’ | Loag Se Wins Loas Feamuc— +6- S44 DOT Form 232-0078 Revised 01/2009 Sheet No. Keystone and Port Townsend Ferry Terminals TOLL BOOTH STRUCTURAL IGN CRITERIA Washington State Ferries AEB : Washington State \// J Department of Transportation September 14, 2010 Contents NIE UOHON iss 200 ccc ncosenenpeecrme rs emmaenscomnemenss Design Codes and SpecifiGations: osu: .0..0 osceacenmeece: DeSIQn Life 0... eceeeeseeeeeeeseeeeseeeeeeseseesecseeeaseesteeeeeeeees Occupancy Category for Flood, Wind, Snow, and Earthquake DESIGN LOGS cccscancmnaxnicemannnreme neemronancqneenmnunnnss Abbreviations and Acronyms ACI: American Concrete Institute AF&PA: American Forest and Paper Association AISC: American Institute of Steel Construction ANSI: American National Standards Institute ASCE: American Society of Civil Engineers ASD: Allowable Stress Design ELEV: Elevation LRED: Load and Resistance Factor Design MLLW: Mean Lower Low Water NAVD 88: North American Vertical Datum of 1988 SEI: Structural Engineering Institute WSDOT: Washington State Department of Transportation WSF: Washington State Ferries Keystone and Port Townsend Ferry Terminals Toll Booth Structural Design Criteria KE PT Toll Booth Design Criteria.doc Page 1 9/14/2010 i} introduction The project includes design and construction of the toll booths and toll booth foundations at Keystone and Port Townsend Ferry Terminals. Design Codes and Specifications Minimum Design Loads for Buildings and Other Structures (ASCE/SEI 7-05) Flood Resistant Design and Construction (ASCE/SEI 24-05) 2009 International Building Code (2009 IBC) American Concrete Institute Building Code Requirements for Structural Concrete (ACI 318-08) American Forest and Paper Association ASD/LRFD Manual for Engineered Wood Construction (ANSI/AF&PA NDS-2005) Standard Specifications for Road, Bridge, and Municipal Construction, M41-10, published by WSDOT, 2010 (with Amendments) Design Life The toll booth and toll booth foundation will be designed for a 30-year design life. Occupancy Category for Flood, Wind, Snow, and Earthquake Occupancy Category: I (ASCE/SEI 7-05 Table 1-1) Design Loads © Dead Load: Floor: 10 pounds per square foot (to be verified by calculating Dead Load of existing structures) Roof: 15 pounds per square foot (to be verified by calculating Dead Load of existing structures) Live Load: Floor: 50 pounds per square foot (ASCE/SEI 7-05 Table 4-1) Flood Load (Keystone Ferry Terminal only): 100-year Flood Plain Elevation: +16.11 feet MLLW (= +15.00 feet NAVD 88) Toll Booth Floor Elevation: +14.61 feet MLLW Design Flood Elevation: +17.11 feet MLLW (Flood Load to be determined by ASCE/SEI 7-05 Chapter 5 and ASCE/SEI 24-05) Wind Load: Wind Velocity: 90 miles per hour (WSDOT Standard) Exposure D (Wind Load to be determined by ASCE/SEI 7-05 Section 6.4) Snow Load: Roof: 15 pounds per square foot (ASCE/SEI 7-05 Figure 7-1) Seismic Force: By inspection, wind will govern over seismic Keystone and Port Townsend Ferry Terminals Page 2 Toll Booth Structural Design Criteria 9/14/2010 KE PT Toll Booth Design Criteria.doc Sheet No. me e Revised 01/2009 DOT Form 232-0078 oll Check by “OW Hae Glare Uplier Sei Simescom WB, DOT Form 232-0078 | Revised 01/2009 Sheet No. Alle DOT Form 232-007B Revised 01/2009 . Sheet No. En g i n e e r e d Wo o d & St r u c t u r a l Co m p o s i t e Lu m b e r Co n n e c t o r s 106 This aroduatt is :preerable to similar PanneelOrs hecause of Ss RS 2 a) easier installation, h) higher loads, ¢) lower installed cost, be or a combination of these features. NY ; C ee This series se attach es folets ( or ras to headers, sloped up or dawn, and skewed left or right, up to 45°. MATERIAL: See table FINISH: Galvanized INSTALLATION: ¢ Use all specified fasteners. See General Notes. e Attach the sloped joist at both ends so that the horizontal force developed by the slope is fully supported by the supporting members. e Web stiffeners required for I-joist applications. ° To see an installation video on this product, visit www.stfrongtie.com. CODES: See page 12 for Code Reference Key Chart. LSU and LSSU INSTALLATION SEQUENCE (For Skewed or Sloped/Skewed Applications) 10dx1%" Nails STEP 1 STEP 2 STEP 3 Nail hanger to slope-cut Skew flange from 0-45°. Attach hanger to carried member, installing Bend other flange back the carrying member, acute angle side first (see foonote 5). Install nails at an ae. along centerline of slots until it meets the header. Bend one time only. seat nail first. No bevel necessary. Install joist nails at 45° angle. LSSU410 (LSSU210-2, LSSUH310 similar) Vi Slope to 45° Up or Down The LSU5.12 must be factory- skewed 0° to 45°. {t may be field- sloped to 45°. (LSU4.12, LSU4.28 and LSU3510-2 similar) Hanger shown skewed right L (> These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. [issuat a “TESsui25 (8, L2, F7 Lssul2.06 | 18 |2%6| 8% | 1% 7A0dx1% 2ve | 1ssu21 | 18 | 2%} 8% | 1% 7A0dx1% a 2% -2%6 | LSSUI35 TAOdX1 Ye 18, L2, F7 | 2% - 2 SSUI35 _ aaa + 3% | LSsu410 _| 16 [3%6] 8% | 25% 12-10dx1% 2430 ancl 4 LSU4.12 14} 4%| 9 | 2% 16-10dx1% | 1150 | 3215 4% | su428 | 14[4ml 9 | 2% 16-10dx1% | 1150 | 3215 45-4% | 18035102. |.14 | 4a | Bm t 3% | 246d | tetodd% | 150. | 3215 | 37 170 5. fususi2° fa [om] 9 | 2x | pated. | t6t0dx1% | 885. 3215: |° 3700" SKEWED HANGERS OR SLOPED AND SKEWED HANGERS melt | issuate [4s live| en] il 940d | roux | 785 | 995 | 1145 | 1205 |. 625 | 860 | 995 |. 1050” 1%. | LSSUI25. F148 /t%6] 8% | 11%] 9-10d | 710dx1% | 785.3} 995 |} 1145: |. 4205. | 625 |: 860 |.-995° |.71050 18, L2, F7 2 |-LSSUI206 | 18 |2%*el 8% | 1%} 910d | 7A10dxi% | 785 | 995 | 1145 | 1205 | 625 | 860 | 995 | 1050 a 2%e | LSSU21 18 | 2%|8%|1%| 940d | 7Aouxt% | 785 | 995 | 1145 | 1205 | 625 | 860 | 995 | 1050 2-20 | LSSUIBS | 18 |2%e| 8%] 154] 9-100 | 7todxi% | 785 | 995 | 1145 | 1205 | 625 | -ge0 | 995 | 1050 | 18,L2,F7 2% -2%e | LSSUH310 | 16 |2%e| 8% | 3% | 14-40 | 1240dx1% | 1150 | 1600 | 1600. 4600 | 900 | 1385 | 1985 | 1905, 170 3 | tssu2i0-2 _| 16 | 3% | 8% | 2% | 1446d | 12A400x1% | 1150 | 1625 | 1625 | 1625 | 990.| 1365 | 1965 | 1365 | 3% | tssu4io | 16 13%6| 8% | 251 14-460 | 12-400x1% | 1150 | 1625 | 1625 | 1625 | 990 | 1365.1 i305 | 136g] [8L3.F7 4 | csu4iz | 141 4%] 9 | 2% | 24460 | te-t0dxt%| 1150 | 2300 | 2300 | 2300 | 990 | 1990 | 1990 | 1990 am | tsua28 | 141 4%) 9 | 2% | 24460 | 1640dx1% | 1150 | 2300 | 2300 | 2300 | 990 | 1990 | 1990 | 1990 4A-4% | tsu3510-22 | 14 | 4%} 8% | 3% | 24460 | 1etodxt% | 1150 | 2300 | 2300 | 2300 | 990 | 1990 | 1990 | 1990 uo 5 | tsusi2 | 14/5%] 9 | 2%| 2446d | tetodxt%~| 985 | 1790 | 1790 | 1790 | 760 | 1550] 1550 | 1550 1. Roof loads are 125% of floor loads unless limited by other criteria. 2. Uplift loads include a 60% increase for wind or earthquake loading with no further increase is allowed; reduce where other loads govern. 3. LSU3510-2, LSU4.12, LSU4.28 and LSU5.12 skew option must be factory-ordered. 4, Minimum 11" joist height for LSU3510-2, LSU4.12, LSU5.12; 9%" for all others. 5. For skewed LSSU/LSSUI hangers, the inner most face fasteners on the acute angle side are not installed. 6. 10dx1¥4" nails may not be used for face nails on skewed or sloped and skewed LSU/LSSU/LSSUI hangers. 7. NAILS: 16d = 0.162" dia. x 312" long, 10d = 0.148" dia. x 3" long, 10dx1% = 0.148" dia. x 1%" long. See page 16-17 for other nail sizes and information. C- 2 0 0 9 © 20 0 8 SI M P S O N ST R O N G - T I E CO M P A N Y IN C . PR I N T E D 12 / 0 8 En g i n e e r e d Wo o d & St r u c t u r a l Co m p o s i t e Lu m b e r Co n n e c t o r s LSU / LSSU/ LSSUI Light Slopeable/Skewable U Hangers for J-Joists and SCL BS a} easier instaiiation, 4) higher loads, c) iower instaifed cosi, Pr ara combination of these features. 2 ; _ ee Dean? This series attaches joists or rafters to headers, sloped up or down, LSSu4i0 and skewed left or right, up to 45°. (LSSU210-2 FINISH: Galvanized similar) INSTALLATION: ¢ Use all specified fasteners. —_ See General Notes. a e Attach the sloped joist at both ends so that the horizontal force developed by the slope is fully supported by the supporting members. e Web stiffeners required for |-joist applications. ° To see an installation video on this product, visit www.strongfie.com. CODES: See page 12 for Code Reference Key Chart. Slope to 45° Up or Down LSU and LSSU INSTALLATION SEQUENCE (For Skewed or Sloped/Skewed Applications) The LSU5.12 must be factory- skewed 0° to 45° {t may be field- sloped to 45°. 10dx1%" (LSU4.12, LSU4,28 Nails and LSU3510-2 similar) STEP 1 STEP 2 STEP 3 Nail hanger to slope-cut Skew flange from 0-45°. Attach hanger to Hanger shown carried member, installing Bend other flange back the carrying member, skewed right seat nail first. No bevel along centerline of slots acute angle side first necessary. Install joist until it meets the header. (see foonote 5). Install nails at 45° angle. Bend one time only. nails at an angle. a These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. | tssuzio [48 Lussuias. |: EES Y LSSUI2.06 2%e _| LSSU21_ 170 2¥- 256 | LSSUISS 18, L2, F7 Z LSSUH310 1298 170 "3... | ESsU2t0-2. [46 F's Ma | 2 _| 2A 3035: Ye | LSSU4I0 _| 16 |3%6| 8% | 256 | 18-16d | 12-10dx1% 2795 | 3035 | 990 18, L3, F7 4 | tsu4ie | 14| 4%] 9 | 2% | 240d | 16-10dx1% 3700 | 4020 | 990 4% | 1su428 | 14] 4%l 9 | 2% | 24-160 | 1640dx1% 3700 | 4020 | 990 “a= 4%, | USUBSIO-2 | 14 | 4% | Bm 3% | 24-160 | 16A0dxt “3215. |--3700- | 4020. .| 990 1 p56 ESUS2. 44 | 5%] 9 | 2% | 24160 |- 16-10dx1% | 885. | 3215:-|°3700:}°37 SKEWED HANGERS OR SLOPED AND SKEWED HANGERS MB 1% | LSSU210. 18] 1%6| 8% | 1% | 9-10d |-740dx1%e | 785 |..995 7} 1145 |°:4205 | ..625 |: 860 | 995 | 1050 4% [| LSSUR5 | 18 |t%6|.8% | 1 | 910d | 7-10dKt% | 785.| 995 | 1145.| 1205.| 625 | 860 | 995°| "1050 | [°L2F7 2 | tssui2.06 | 18 |2%6| 8%] 1% | O-40d | 7todx1% | 785 | 995 | 1145 | 1205 | 625 | e60 | 905 | 1050 Pa 2%e LSSU24 18 | 2% | 8% | 1% | 9-10d | 710dxi% | 785 995 1145 | 1205 | 625 860 995 | 1050 2% - 256 | LSSUI35 18 | 2%6} 8% | 1% | 9-10d | 7-10dx1% | 785 995 1145 | 1205 | 625 | -860 995 | 1050 18, L2, F7 22 - 2% | LSSUH310 | 16 | 2%6| 8% | 3% | 14-16d | 12-10dx1% 1150 | 1600 |: 1600 |"4600 | 990 | 1385 | 1385 | 1385 170 _ 8 }-ESSU210-2 | 16 | 3% | 8% | 2% | 14-16d | 1210dx1% | 1150 | 1625 | 1625 [4625 | 990 | 1365 | 1365 | 1365] 3% LSSU410 16 | 3%} 8% | 25% | 14-16d | 12-10dx1% | 1150 | 1625 | 1625 | 1625 | 990 | 1365 | 1365 | 1365 Hts Fe 4 LSU4.12 14 | 4%} 9 | 2% | 24-16d | 16-10dx1% } 1150 | 2300 | 2300 | 2300 | 990 | 1990 | 1990 | 1990 4% LSU4.28* 14 | 4%} 9 | 2% | 24-16d | 16-10dxi% | 1150 | 2300 | 2300 | 2300 | 990 | 1990 | 1990 | 1990 4% - 4%, | LSU351 0-2° 14 | 4% | 8% | 35 | 24-16d | 16-10dxi% | 1150 | 2300 | 2300 | 2300 | 990 | i990 | 1990 | 1990 ca 5 LSU5.12? 14 | 5%} 9 | 2% | 24-16d | 16-10dx1% } 885 1790 | 1790 | 1790 760 | 1550 | 1550 | 1550 1. Roof loads are 125% of floor loads unless limited by other criteria. 5. For skewed LSSU/LSSUI hangers, the inner most face fasteners on the acute 2. Uplift loads include a 60% increase for wind or earthquake loading with no angle side are not installed. . further increase is allowed; reduce where other loads govern. 6, 10dx1%" nails may not be used for face nails on skewed or sloped and skewed 3. LSU3510-2, LSU4.12, LSU4.28 and LSU5.12 skew option must be factory-ordered. LSU/LSSU/LSSUI hangers. 4. Minimum 11" joist height for LSU3510-2, LSU4.12, LSUS.12; 9¥4" for all others. 7. NAILS: 16d = 0.162" dia. x 316" long, 10d = 0.148" dia. x 3" long, 1Odxi¥ = 0.148" dia.x 1%! long. See page 16-17 for other nail sizes and information C- 2 0 0 9 © 20 0 8 SI M P S O N ST R O N G - T I E CO M P A N Y IN C . PR I N T E D 12 / 0 8 C- 2 0 0 9 © 20 0 8 SI M P S O N ST R O N G - T I E CO M P A N Y IN C . PR I N T E D 12 / 0 8 | Straps & Ties. CODES: See page 12 for Code Reference Key Chart. 2, These products are available with additional corrosion protection. Additional products on ~~ this page may also be available with this option, check with Simpson Strong-Tie for details. 23%" 2 End Di Allowable Allowable aa Model Ga Dimensions] Fasteners Tension Loads Tension Loails Cade No. (Total) (DE/SP) (SPF/HF) Ref. _ Le (160) | (460). LSTA9 9 8-10d 740 635 LSTA12 12 10-10d 925 795 LSTAIS 15 12-10d 1110 950 LSTA18 18 14-10d 1235 - 1110 14, L19, Fe LSTA21 |, 21 16-10d 1235 1235 LSTA24 24 18-10d 1235 1235 $1292 9% 1265 1120 13 | — z % = 14, 1114, L19, F2 i ih mrp ST2215 | | 16%6 1875 1880 | Bend pa one time only LSTA30.- m| 30. | 22400 fe oe pee ABO LSTAS6 _ 6." 7a ae LSTI49 bons | 2555 UsTiz3 J da0s |] 3830 MSTA |g | ees eae a | ustat2 | | Rae ea wt a ae 14, 19, F2 Twas oe wl Ms aay eee ae | Thickness Cole at a B® | gauge Sw Pt foty aia] Pee ela aan PS218 2118} 41% | staz0 2050 PSai8 | 7a | 4 | 18] 4 | % | 180 ip] MstA36 rT | PS720 6%|20| 8 | % Mees = a | Rebate ertan onan ie ST6215 2095 1900 14, 1L14, L19, F2 are installed both perpendicular ad vara ST6224 2540 2540 14, L4, F2 j to-grain. Hole diameter in the part may be ST9 885 760 oversized to accommodate the HDG. | Designer must determine if the oversize ST12 16 1105 950 14, 1114, Lig. F2 creates an unacceptable installation. ST18 1420 1330 ie: ST22 1 1420 1420 MSTC28 3 | 28% | 36-16d sinkers 3455 2980 pee —— MSTC40 3 | 40% | 52-16d sinkers 4745 4305 14, 119, F2 | “OD a ei ot ¢ MsTC52 3 | 52% | 62-16d sinkers 4745 4745 pe sah hated 3 ep HTp37z | | 3 | 7 20-10dx15 1850 1600 170 | Feu 6 ile 411 Ro pet 15 | 76-164 sinkers 2 ea ee | CE E 3 SI |. 5360 | =~ 5860 S| S14, L149, F2 chet Wd tf & 345 | 3845 ‘ pera aie at 605 525 1010 880 F26 1415 4230 MSTI26 2%6| 26 26-10dx1% ~ 2745 2325 MSTI36 | 12 |2%6| 36 36-10dx1% 3800 3220 MSTI48 2%6| 48 48-10dx1% 5065 4290 14, L19, F2 L MSTI60 2%6} 60 60-10dx1% 5080 5080 MSTI72 2%6| 72 64-10dx1% 5080 5080 2p HRS418Z 34%] 16 | 16-SOS 4x14 2835 2305 170 1. Loads include a 60% load duration increase on the fasteners for wind or earthquake loading. 2 10dx1%" nails may be substituted where 16d sinkers or 10d are specified at 100% of the table loads except where straps are installed over sheathing. 3. 10d-commons may be substituted where 16d sinkers are specified at 100% of table loads. : : 4. 16d sinkers (0.148" dia. x 3Y4" long) or 10d commons may be substituted where 16d commons are Typical PS720 Installation specified at 0.84 of the table loads. 5. Use half of the nails in each member being connected to achieve the listed loads. 6. Tension loads apply for uplift when installed vertically. 7. NAILS: 16d = 0.162" dia. x 344" long, 16d Sinker = 0.148" dia. x 314" long, 10d = 0.148" dia. x 3" long. 10dx1% = 0.148" dia.x 1¥%2" long. See page 16-17 for other nail sizes and information. > Washington state Marine Engineer ie ~ Department of Transportation Design Caleulation a Ke Aa Te ({ B OT ths , : Sheet ce £ Sheet R. ade By ' Check b Date ee soe ere aerate Pe mis (SSC), 7 = Mas | po on str. ‘Load ) as 5 ( 1BO)= 16%, ps pep C, V/A - 36¢ firs = Lu ps g br : ksi DOT Form 232-007B Revised 01/2009 EN == Washington State \// fi Department of Transportation -ngineering Bae lculations Project KE ~ eae Toll B 6; oth S Sheet No FS of Sheets SR. Check by | Date lho Ledger “Load be fom Tak — --_L_++—- HE #36 th Cron “Sh. 8) oe Made By ne 2x6 2x | cel ang Cea joist. Supv 1) 2 ledger xb Shy Use alam Double Sie DOT Form 232-007B Revised 01/2009 ot Lbag 1¢ a Site 2 306 1h Cae =tbL Lik NG. Ox Sue ane ar douat ange’ grime | Logd = 20 | (Root (i2s) ) | Sheet No. C- 2 0 0 9 © 20 0 8 SI M P S O N ST R O N G - T I E CO M P A N Y IN C . PR I N T E D 12 / 0 8 This product is preferable fo similar connectors because of a} easier installation, 4) higher toads, ¢) tower instalied cost, or a combination of these features. oS y ie - Soe < ed, _ . . ore See Hanger tables on pages 62 to 68. See Hanger Options on pages 181-183 for hanger modifications, which may result in reduced loads. All hangers in this series have double shear nailing. This innovation distributes the load through two points on each joist nail for greater strength. |t also allows the use of fewer nails, faster installation, and the use of standard nails for all connections. (Do not bend or remove tabs.) MATERIAL: See tables, pages 62 to 68. FINISH: Galvanized. Some products available in stainless steel or ZMAX® coating; see Corrosion Information, page 10-11. INSTALLATION Use all specified fasteners. See General Notes. e Nails must be driven at an angle through the joist or truss into the header to achieve the table loads. e Not designed for welded or nailer applications. ° 16d sinkers (0.148" dia. x 344" long) may be used where 10d commons are specified with no reduction in load. Where 16d commons are specified, 10d commons or 16d sinkers (0.148" dia. x 3%" long) may be used at 0.85 of the table load. e With 3x carrying members, use 16dx2%4" nails into the header and 16d commons into the joist with no load reduction. e With 2x carrying members, use 10dx1%4" nails into the header and 10d commons into the joist, reduce the load to 0.64 of the table value: °,Use stainless-steel (SS) nails with stainless-steel (SS) hangers. OPTIONS: ° LUS hangers cannot be modified. e HUS hangers available with the header flanges turned in for 2-2x (3%) and 4x only, with no load reduction. See the HUSC Concealed Flange illustration. See Hangar Options, Pade 181-183. Double Shear Nailing | | | Side. View Do not bend tab -—t = , J for 2x’ | ; 1Ys' for 3x5 and 4y’5 hy | Typical LUS28 Installation | use .148x3" (10d common) | or .148x3%" (16d sinker) Dome Double Shear Nailing Side View (available on some models) U.S. Patent 5,603,580 LOAD TABLE EXPLANATION , 8US2i0 (HUS26, HUS28, and HHUS similar) Oe nail HUSC Concealed Flanges (not available for HHUS, HGUS and HUS2x) VJ Min/Max: Refers to min. or max. nailing Load Duration: Code Ref.: ; for products with round and triangle holes. r—— Assumed duration factor used to See page 12 for Joist Size: Min. nailing uses round holes, and max. determine the allowable load. the Code Reference This shows the nailing uses round and triangle holes to Key Chart, to size of joist achieve maximum load. Allowable Design Loads: The maximum determine which member. load that a connection is designed to provide. code reports Nails: Thi There may be multiple design loads acting include this product. alls: Ins in different directions (up, down, lateral, hows the fast < | ace bed " ani He type. perpendicular, etc.) imposed on a connection. is is the | Simpson Gauge: ; required to Uplift Floor, Snow, Roof Installed Cost Index: product name. Product achieve the ue ere oe prot material table loads. relative installed cost (combined | | cost and installation cost). , _ —____v \__§__f wy v v apes An __ Dimensions. wi “_\Fasteners/: zy ; __DF/SP Alfowable Loads" | Installed Penn sy Size| Modelo. Ga} | 4 |, | Heder Uplift| “Floor (100) | Snow (115) | Roof(i25) | 68 | coderet. wtber| a : tod. {y 16d 160) | 10d | 16d | 10d | tea | iad | tea | (ict) S&S LUS26-2 18| 3% | 4%] 2|— | — | 416d 1165 | — | i000 | — | 1150 | — | 1250] Lowest Ure DBL U26-2 16] 3%} 5 2 | — | 8-10d | 8-16d 710 | 890 | 1065 | 1020 | 1225 | 1110 | 1330 +65% 17, F6 2x6 HUS26-2 114] 3% | 5%6}| 2 | — — | 4-16d 1235 | — | 1005} — | 1155} — | 1255 +172% 17, U1, F6 ‘ [14] 3%: | 5% | 2% | Min} — | 8-16d 725 | — | 1070 | — | 1235} — | 1340] +233% HU26-2/HUC26-2 Hal 3m | 5% | 2% [Max] — [126d ioss | — | 1610 | — {1850 — | 2010 | _+254% nee | This icon identifies products that are available with additional corrosion Dimensions W, H, B: This protection. See pages 10-11 shows the product dimensions A for additional information. (width, height and base in _ this case.) referenced in the product drawing. CATALOG DEFINITION: Deflection: The distance a point moves when a load is NAILS: 16d = 0.162" dia. x 3%" long, 10dx1% = 0.148" dia. x 1%" long. See page 16-17 for other nail sizes and information. Throughout this catalog a footnote will typically be provided indicating the required nail diameter and length. All installations should be designed only in accordance with the allowable oad values set forth in this catalog. Product Drawing: Provides a graphic presentation of the product with dimensional information (often cross referenced to the table) BE ss o r 9 9 u 0 0 9 sa 0 u w n 7 um e e ou n e C- 2 0 0 9 © 20 0 8 SI M P S O N ST R O N G - T I E CO M P A N Y IN C . PR I N T E D 12 / 0 8 _ Solid Sawn Lumber €annectors _ FACE MOUNT HANGERS - SOLID SAWN LUMBER (SPF/HF) ©) These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. es; Dimensions. ita) Fasteners | SPF/HF Allowablekoads yi Model No. Ga wilow a | Max eee aid Uplift.| Floor(100) | “Snow (415) || Roof (125) to, | fed | | (160) [tod | ica | tod | ‘tad | toa | teu” a SAWN LUMBER SIZES L246 20 | 1% | 3% | i% | — | 410d | 446d | 210dxt% | 255 | 385 |. 460 | 440 ].530 | 480] 575 og | LUS24 __| 8.) 1% | 3% | 1% | — | aoe | — | 2tod | 465 | 540 | — | 625 | — | es 1) U24. 16] 1% |"3% [i% | = | aod | 446d | 240dx1% | 250 |” 385 | 460 | 440. | 530.1 480. | 575 HU26 14 | 1%s |'3%6 [2% | — | — | 4ted | 2toxi% | 250 | — | 465. |. — | eas | -— 1 'sa9 ppt [LUS24=2 i8| 3% | 3% | 2 | — | — [4ted| 216d | 440 | — | 640 | — | 735 | — 1 a0 oag [W242 16 | 3% | 3 [| 2 | — | 4tod | 446d | 240d | 305 | 385 | 460 | 440 | 530 | 480) 575 7 HU24-2 . 14 | 3% | 3% | a% | — | — [ated | 2100 | 3i5 | — | 465 | — | 535 | — 1 5e0 71 ee) [uus26" 48] 1% | 4% a% | — | od [= | tog [935 [700] —_ | 805 er flue 20 | 1% | 4% | te | — | tod | 616d | 410dxt% | 505 | 575 | 090 | 660. | 795 | 720 1 e6o yg [U26___. LCG | Mo | 44 | 2. | = | 610d" | 616d. | 440dxte | 500 | 575 | 690 [660 | 795 | 720. | a60 = cucagz | 8 | 1% | a TK | — | 610d | 6-160 | 440dx1% | 630 | 610 | 725. | 695 | 2805 1 750 17 wus a [AEF Ae [3%6 | 2% | — |= [ated | 2todetie | 250° | Hus26. dL 6 et em | 8 P= | —. beed bf 6t6d. LUS26-2 [48 2 |— | — | 416d | 4-160 ppp (U262 16 2 | — | 810d | 846d | 4-10d HUS26-2 14 2x6 HU26-2/HUC26-2 "FL0696-3. TPL | U > 20 | 1%. | 4% | 1% | — | 610d | 646d | 410dx1% = 18 | 1% | 6% | 1% | — | 6tod | — 410d 20 | 1%6 6% 1% _ 8-10d | 8-16d | 6-10dx1% 2x8 16 | 1% | 4% | 2 | — | 640d | 616d | 440dx1% = 18 | 1%. | 4% | 1% | — | 640d | 616d | 440ax1% = 411%. | 5% | 2%]; — | — | 646d | 4A10dx1% ke a |. ti | DBL. | U26-2 2x8 |. HUS28- mel | Lus2s-3 TPL [U26-3 2x8 | 1126-3/HUC26-3 & LUS28 LU28 6-A10dxI% mS LUS210 18 | 1% | 7% | 1% | — | tod | — 440d axto | Lu2t0 20 | 1%s | 7% | 1% | — | 10-10d | 10-16d | 6-10dx1% | 760 | 960 | 1150 | 1105 | 1920 | 1200 1 aado ; U210 16 | 1% | 7% | 2 | — | 10-10d | 10-16d | 6-10dx1% | 750 | 960 | 1150 | 1105 | 1320 | 1200 | 1440 eal i us BA i —_|10-10d fies eats Hs 1020 [1210 | 1160 | 1380 | 1250 | 1490 1c | 7% 12%] = | — 18: A0dx — | 930 | — | 1065 | — | i160 S Hus2i0 6 | te | 9 | 3 | — | — | 30ted{ ioted | 2780 | — | 2745 | — | 2870 |~— 1 2055 | |Lus28-2 _ | 4at 3% [7 | 2 | = | [eted [ated its | — | to50.| — [420 — Tats =. LUS210-2 wi 3% | 9 | 2 | — | — [ete b1ed | 1670 | — | 1465 | — 1 1680 | — 1 130 pay, (u2i0-2 16| 3% | e% | "2 | — | 140d [14-164 | 610d J 920 "| 1345 | te10 | 1545 | 1850.| 1680 | 2010 pyig |HUS210-2 [4'['3% | 9%6 | 2 | — | — | sted | 816d | 2105 | — | 1650 | — {i900 | — 1 2065 uusio-omuceto-2 [14 [°3% | a%. [2% | Min [ | i4ted | etod | 940} = | 1625 | — [4870 | — | 9030 14.[ 3% [8% | 2% | Max | — | 146d]. 10-100 | 1570 | .— | 2090 | — | 2400 | — | 2610 Pe HHUS210-2 | 14 | 3% [8% | 3 | — | —-|30t6d| to-t6d | 2040 | — | 4475 | — | sta5 1 — 1 5145 = LUS28-3 18 | 4% | ow | 2 | — | — | 646d | ated | its | — | 1050] — | te 1 — 1 a5 = LUS210-3 18 | 4% | e%. | 2 [| — | — | 846d | 646d | i670 | — | 1465 | — | 16801 — | 1630 TPL |U210-3 16 | 4% | ™ | 2 | — | t4tod | 146d] 610d | 920 | 1345 | 1610 | 1545 | 1850 | tea0 | Dot0 2x10 : 3 [14 | 4%6 [8% | 2% | Min | — [iste] 6toa | 940 | — | 1625 | — | 1870 1~— 1 2030 HUZTO-S/HUCZIO-S Ta Tare | 8% | 2% | Max | — | 18160 | io-toa J 1670-1] 2090 1) ono 2610 HHUS210-3 4[4%e[ 9 | 3 | — | — | 3046d[ 046d | 2940 | — | 4475] — | 5145 | — 1 s145 EP pee ee a = [tated | 616d [1985 [1625 | ava | a030 sabes [es | e% | 28 [Max | — | ietea] ened | iris | — | 2000 | — | 2400 | TP oan HHuszIO-4 4 | 6% | em | 3 | — = | a0-t6d | Yo-ted J 2705 | [ages | — [soda | [saag 7 See footnotes on page 67 SI O J I G U U O D LO Q U I N T UM B E pl O S W/M department of Transportation “RE-PT S.R. Project _ aren mn. Sear te ude er sineuenaeaaELuaeea! ~pnytoren. = 6.0 ps (CO: i Date Tho __|Made By +, | | DOT Form 292- -0078 Revised 01/2009 | 1 Wepartment « of Transportation iq : Marine Engineering Design Calculation:. Project ke- PT Toll 4 Zo din 4s Sheet No. of Sheets SR. Made By Th Check by Date | iY a Te Sip Miscel lancons Ceul cule Ore 4 oa meaac ae oe aa bets (wing oe i 4 k 5 a Hee oe ciao) « wl Tat bal nies = = - 41 Pat <P Peps ok Wye EI ates en 186) = Tal pe Fy 2 Was tersiises 3 LO ps CFs 142 ps ol DOT Form 232-007B Revised 01/2009 . | Sheet No. 2 | Marine Engineering | Deslgt Calculations e e ee e | iy ro PSK - \ haa l4et 1 LOS: piond downing ( he ay e) DLE Lote pase LooFsr aed we, 063 ut ke Ss RIA chest aed ei wee ro We 100 pare Oxi 100 ALE. sated ee ae wa 1, Seis Ge esac ON es a Ae 2 nese for Unteerrer TIM Oca { eh uehiured et. 14@0ps! 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"The ablobeteis é gthAthe 24 for bese eoetiog, : Ty eat 3 Wop cena Ue ae ¢ Lt Hie wt for + eaturend } but a z tubject fo otter; ad ad pratvaends . + Te Guide te Treseure \reabed mere (attache ) aS ff restare Treeded decrease 4 de. & Leip te Der Lesr oH. —_— EM-F \ Mas ee Peat et we Bt (santo)! O87 a aa paca “Seu eee co Capioe Fasq 7 Shae ee FIR. select ARE TURAL scams ae Frosted ase)" ae Mics Rede hee = 0303 tne Le PAAG - heal [, baqooo KS 384 a: t Me rsada tee ty ps Ti S64 wn” 2 } pees | ef a } lia = 1 KA Arai wat Wweut Facters Poe SOX bes = (2b py A oo™ 2 : : f. Vv le 8 aa cd i f 7 ; . y DOT Form 232-007B "F o* \2 Ab pei = a= °! 4 b9i © ye Li : Sh . Revised 01/2009 2 | eet No Marine Engineering _ Desig ir Calculations prose “Ke E ty a Fie Bool? SiRe = ade By Check by ne tN 3 We 2 Thea ee (fas) , a ct oc alde es eas tof Sheets “eee 2 4 DoOuagrss FIR Seiea7. ee THRE | Fa ISBopes wet diario Factors : : eae a be & ooeet » C& bite ll ee : oe ee | | Select neers hee - [Pops ee bs [worn plone, ee ee a h< 124. ups : eet £2 bs he: a eee a kas Fir- ik, Ooh at Chisel — DOT Form 232-007B | Revised 01/2009 Sheet No. | Bx. ASD and LRFD only 8 b 5 5° Pa 6 i) 2 o & 8/8) 8) 3 s|s/®] 2] @] 8 re eee ee oO © o £ 9 [om 1, § 3 S $ 1B. i) F-| mA nS o oD G 5 S a 1% a 3 3 o Ss & = 8 a 4) 2/2/a/3/3/2] a] e| =i 3 ras ‘6 R= 2 | 8 3 5 | S|) 3) E 2 | 8 Puke Z| S| 2B F, = Fp xe Cu CQ: Cp Cr Ca G G - - - CG - G - G - = = - G- - - G@--- - G - - - G@ - - - Gi C - Cr - Ci - CG - - G- - - G + «= «- « G2 «se G& «+ = Ge = 4.3.5 Beam Stability Factor, C, Reference bending design values, F,, shall be mul- tiplied by the beam stability factor, C,, specified in 3.3.3. 4.3.6 Size Factor, C. 4.3.6.1 Reference bending, tension, and compres- sion parallel to grain design values for visually graded dimension lumber 2" to 4" thick shall be multiplied by the size factors specified in Tables 4A and 4B. 4.3.6.2 When the depth of a rectangular sawn lum- ber bending member 5" or thicker exceeds 12", the ref- erence bending design values, F,, in Table 4D shall be multiplied by the following size factor: C, =(12/d)¥° <1.0 (4.3-1) 4.3.6.3 For beams of circular cross section with a diameter greater than 13.5", or for 12" or larger square beams loaded in the plane of the diagonal, the size fac- tor shall be determined in accordance with 4.3.6.2 on the basis of an equivalent conventionally loaded square beam of the same cross-sectional area. 4.3.6.4 Reference bending design values for all species of 2" thick or 3" thick Decking, except Red- wood, shall be multiplied by the size factors specified in Table 4E. 4.3.7 Flat Use Factor, C,, When sawn lumber 2" to 4" thick is loaded on the wide face, multiplying the reference bending design value, F,, by the flat use factors, Ca, specified in Tables 4A, 4B, 4C, and 4F, shall be permitted. 4.3.8 incising Factor, C, Reference design values shall be multiplied by the following incising factor, C;, when dimension lumber is incised parallel to grain a maximum depth of 0.4", a maximum length of 3/8", and density of incisions up to Face Mount Hangers Load Table for Solid-Sawn Lumber (Douglas Fir&Southern Pine) * wv These products are available with additional corresion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details. “|” Dimensions Fasteners [ee | Installed Joist Min/ at “Cost Model No. Header 5 = ac i ee 1 Ae | SAWN LUMBER SIZES LU24 20] 1%6 | 3% | 1% | — | 4-tod | 4-160 | 2-todxts Lowest we oyq | LUS24 18] 1%6 | 3% | 134] — | 4-100) — | 400 24 16| 136 | 3% | 1% | — | 440d | 4460 | 210d |__| HU26 14| 1946 | 3¥%ie | 2% | — | — | 416d | 2-t0dxte .. | LUS24-2 18] 3% | 3%] 2 |—|) — | 416d/ 216d Ot [u2s-2 161 3% | 3 | 2|— adod| 446d) 240d HU24-2/HUC24-2 | 14] 3% [3% [2%/—) — | 446d] 2-100 mm {tusz6 18] 1%0 | 4% | 1%|— | 410d] — | 440d (LU ~ [20] 1946 | 4% | 116 | — | 610d | 6-16d | 4:10dx1% | axe U6 16| 1% | 4% | 2 | — | 6-10d | 6-16d | 4-10dx1% | 5) eB LUC26Z 18] 1%6 | 4% |.134 | — | 6-10d | 6-16d | 4-10dx1% | HU26 14] 1%6 | Vie | 2% | — | — | 446d | 210dx1% | | 4 HUS26 16] 1% | 5% | 3 | —| — 114-160] 6-160 LUS26-2—s«18| 3% | 4% | 2) — |) — | 4téd| 4-160 U26-2 16; 3%} 5 | 2 | — 840d | 816d} 410d | per | HUS26-2 ia} 3% 15%e| 2 |—| — | 446d] 446d 14| 3% | 5% | 2%|Min) — | 846d! 4-100 HU26-2/HUC26-2 Fal 3m | 5% | 2% [Max| — | to-1ed| 6-104 LUS26-3 18| 4% | 4%/2/—| — | 446d| 446d TPL |U26-3. 16] 4% | 4% | 2 | —| 8-10d| 846d] 4-10d 2x6 41 4%] 5% | 2%1Min| — | 846d] 410d HU2G-SHUC26-3 FaTaive| 5% | 2% (Max! — [dated] 6-100 Be LUS26 18] 1%8 | 4% | 1% | — | 440d | — 4-10d LU26 20| 1%6 | 4% | 1% | — | 6-10d | 6-160 | 4-10dx1% a) LUS28 8] 1%6 | 6% 11%|— 640d) — | 410d UU28 20| 1%6 | 6% | 1% | — | 8-10d | 8-16d | 6-10dx1%4 2x8 | U26 16| 1%0 | 43% | 2 | — 6-400 | 6-16d | 4-10dx1% @S LUC26Z 8] 1%6 | 4% | 134 | — | 6-100 | 6-16d | 4-10dx1% HU28 4| 1%68 | 5% | 2%|— | — | 646d | 4-10dxt% 2 HUS26 16] 1% 15% | 3 /—!| — /1446d| 6-16d HUS28 16| 1% | 7 | 3 |—) — [246d] 8-160 S LUS26-2 18] 3% | 4%/| 2 |—| — | 446d] 446d = LUS28-2 18} 3%] 7 | 2 — (616d) 4-160 DBL | U26-2 16] 3%] 5 | 2 |—|6-tod| 846a] 4-100 2x8 | HUS28-2 4| 3% [7%el 2 |—| — | 646d] 616d 4| 3% | 7 |2%|Min| — |1046d| 4-100 HUZE-2MHUC2E-2 Hal au | 7 | om Max] — |1446d] 6-400 7 ; 245 | +4 @ LUS28-3 18] 4% | 6%] 2;/—| — [646d] 446d | 1165) — | 1265) — [ 1455) — [1585/ TPL | U26-3 16| 4% | 4% | 2 | —/ 840d | 816d] 410d | 710 | 890 | 1065 | 1020/1225] 1110/1330; ~~ 2x8 4) 4'%e| 5% | 2% | Min) — | 846d] 440d | 725 | — | 1070) — | 1235/ — [i340; - HU26-3/HUC26-3 ial aivie! Sie | 2% (Maxi — 1246) 6-10d | 1085| — | 16101 — |1850| — [20100 QUAD 4| 8% | 6% | 2% [Min Ree a r oy | HUZ8-A/HUC2B-4 | aay & LUS28 8] 1%6 | 6% | 134 | — LU28 20] 1%s | 6% | 1% | — & LUS210 18| 1%6 [7%] 134 | — oxip | LU2t0 20| 1%6 [7*%e| 14 | — U210 16| 1%6 |7'%s) 2 | — |] LUC210Z 18] 1%6 | 7% | 1% | — HU210 14| 1%6] 7% | 2%] — HUS210 16] 1% {| 9 | 3 [— 4 LUS28-2 18] 3% | 7 =— LUS210-2 8) 3%/ 9; 2;— per 210-2 6; 3% | 8% | 2 | — 2 afta sate HU210-2/HUC210-2 Ta oe Max 2 HHUS210-2 4| 3%] 8% 1 3 | — LUS28-3- 18] 4% | 6% | 2 | — Ee LUS210-3 18] 4% [8'%6) 2 | — rp | u2t0-3 16 4% us 2 = 4'%e | 8% | 2% | Min 2x10 | HU210-3/HUC210-3 aT aac Toe Max HHUS210-3 4/4%e| 9 | 3 | — HGUS210-3 2] 4'%6| 9% | 4 | — Some of these models are load-rated for use with Strong-Drive® SD Screws. j See the load values. 1. 10d commons or 16d sinkers may be used instead of the specified 16d at 0.84 of the table load value. 2. 16d sinkers may be used httn://Awww stranotie cam/nraducts/cannectars/hanoertahlec/fare cc-dfl acn nstead of the specified 10d commons with no load reduction. (16d sinkers are not acceptable for HDG applications). Page 2 of 8 PEERED RETR He LO TA/IQR/AIN Face Mount Hangers Load Table for Solid-Sawn Lumber (Douglas Fir&Southern Pine) Page 1 of 8 Face Mount Hangers Load Table for Solid-Sawn Lumber (DF & SP) » Code Reports » 2x4—Tpl2x10 » Quad 2x10-4x4 » 4x6~8x16 ©» All Face Mount Hanger Tables httn://www stronstie cam/nraducts/cannectars/hanoertahles/face ¢cc-dfl acn TIN/ARQ/IININ S oof oh — Sheet No. | [ of Sheets Check by Date & /; is Supv. rapa | IS//0 of. Besnstean _Teansverse Winal Ky ete - ane ret Onentat WN rnat ches Asce/S OS Pig G-2 [@s pee ar ici i DOT Form 232-007 sis acsmecsiealirinsesietace Revised 01/2009 nington State a ramen of Transportation Project SR. j Made By : Check by Date } | { i Lt Tus VA 1 AVN £) cA Notts Lon actin ck mat Origr ato Wr not Ones ASCE/SE1 0B Fog. GL Mom Arms Vo (4364601) = 5.38’ FeslupPs,. Lnw Area Lost). : Gat yor A ea) 882» (4.34 171)= 65.65 oa ort rh CEC Ce Ee ‘| Mor=IG 8 bh Vn = 2683 Ib DOT Form'232-007B Revised 01/2009 Sheet No. Main Wind Force Resisting System — Method 1 h < 60 ft. Figure 6-2 Design Wind Pressures — Walls & Roofs Enclosed Buildings 1. ON pS Transverse Notes: _ Pressures shown are applied to the horizontal and vertical projections, for exposure B, at h=30 ft (9.1m), I=1.0, and Kz = 1.0. Adjust to other conditions using Equation 6-1. The load patterns shown shall be applied to each corner of the building in turn as the reference corner. (See Figure 6-10) For the design of the longitudinal MWERS use 6 = 0°, and locate the zone E/F, G/H boundary at the mid-length of the building. Load cases 1 and 2 must be checked for 25° < @ $ 45°. Load case 2 at 25° is provided only for interpolation between 25° to 30°. Plus and minus signs signify pressures acting toward and away from the projected surfaces, respectively. For roof slopes other than those shown, linear interpolation is permitted. The total horizontal load shall not be less than that determined by assuming ps = 0 in zones B & D. The zone pressures represent the following: Horizontal pressure zones — Sum of the windward and leeward net (sum of internal and external) pressures on vertical projection of: _ A-- End zone of wall C- Interior zone of wall _ B- End zone of roof D- Interior zone of roof Vertical pressure zones — Net (sum of internal and external) pressures on horizontal projection of: __E-~ End zone of windward roof G- Interior zone of windward roof _ F-_ End zone of leeward roof H- Interior zone of leeward roof Where zone E or G falls on a roof overhang on the windward side of the building, use Eo; and Gox for the pressure on the horizontal peaieation of the overhang. Overhangs on the leeward and side edges shall have the basic zone pressure applied. otation: a: 10 percent of least horizontal dimension or 0.4h, whichever is smaller, but not less than either 4% of least horizontal dimension or 3 ft (0.9 m). : Mean roof height, in feet (meters), except that eave height shall be used for roof angles <10°. 6: Angle of plane of roof from horizontal, in degrees. Minimum Design Loads for Buildings and Other Structures | @ an d Main Wind Force Resisting System — Method 1 “hs6oft. Qo Figure 6-2 (cont'd) | Design Wind Pressures Enclosed Buildings Walls & Roofs (3 Simplified Design Wind Pressure, Psa9 (St) (Exposure B at h = 30 ft., Kx = 1.0, with | = 1.0) ® Zones Basic Wind Roof g Horizontal Pressures Vertical Pressures Overhangs Speed Angle Z (mph) | (degreesy |] A B C D E F G H Eco | Gox 0to 5° 1} 115 -5.9 7.6 3.5 13.8 -7.8 -9.6 -6.1 19.3 15.1 10° 1] 12.9 -5.4 8.6 3.1 -13.8 -8.4 -9.6 -6.5 19.3 15.1 15° 1} 144 -4.8 9.6 2.7 -13.8 -9.0 -9.6 6.9 -19.3 -15.1 85 20° 1} 15.9 -4.2 10.6 -2.3 -13.8 -9.6 -9.6 7.3 -19.3 “15.1 25° 1} 14.4 2.3 10.4 2.4 -6.4 -8.7 -4.6 -7.0 11.9 104 nn es ee ee -2.4 -4.7 -0.7 3.0 J ow | -- 30to45 | 14 129 8.8 10.2 7.0 1.0 7.8 0.3 6.7 4.5 5.2 2} 12.9 8.8 10.2 7.0 5.0 -3.9 43 -2.8 4.5 5.2 _ Oto 5° 1} 12.8 6.7 8.5 -4.0 -15.4 -8.8 -10.7 -6.8 -21.6 -16.9 10° 1} 14.5 -6.0 9.6 -3.5 “15.4 -9.4 -10.7 7.2 21.6 -16.9 15° 1 16.1 “5.4 10.7 3.0 -15.4 -10.1 -10.7 7.7 21.6 -16.9 90 20° 1} 17.8 4.7 114.9 | -26 -15.4 10.7 | -10.7 -8.1 21.6 -16.9 25° 1} 16.4 2.6 11.7 2.7 -7.2 -9.8 5.2 -7.8 13.3 11.4 8 en ee ee 2.7 5.3 -0.7 OA | see | come 30to45 7 14 14.4 9.9 11.5 7.9 14 -8.8 0.4 75 5.4 -5.8 2q 14.4 9.9 11.5 7.9 5.6 4.3 4.8 -3.1 51 -5.8 0 to 5° 1] 15.9 -8.2 10.5 4.9 -19.1 10.8 | -13.3 -8.4 -26.7 20.9 10° 1] 17.9 7.4 11.9 4.3 -19.1 -11.6 | -13.3 -8.9 -26.7 20.9 15° 1} 19.9 6.6 13.3 -3.8 -19.1 12.4 | -13.3 9.5 26.7 -20.9 20° 1} 22.0 -5.8 14.6 3.2 -19.1 -13.3 | -13.3 -10.1 -26.7 -20.9 1 00 25° 1} 19.9 3.2 14.4 3.3 -8.8 12.0 6.4 -9.7 -16.5 -14.0 Ps eee ee ee -3.4 -6.6 -0.9 4iQ pom |e 30to45 | 14 17.8 12.2 14.2 9.8 1.4 -10.8 0.5 -9.3 6.3 -7.2 24 17.8 12.2 14.2 9.8 6.9 -5.3 5.9 -3.8 6.3 7.2 0 to 5° 19 17.5 -9.0 11.6 5.4 “21.1 11.9 | -14.7 9.3 -29.4 -23.0 10° 1 19.7 -8.2 13.4 47 -21.1 12.8 | -14.7 -9.8 -29.4 23.0 15° 1} 21.9 -7.3 14.7 4.2 “21.4 13.7 | -14.7 “10.5 29.4 -23.0 20° 1} 24.3 “8.4 16.1 3.5 “214 14.7 | -14.7 144 -29.4 -23.0 1 05 25° 1} 21.9 3.5 15.9 3.5 -9.7 -13.2 7A -10.7 18.2 -15.4 oe ne 3.7 7.3 -1.0 46 Fone fw 301045 | 1} 19.6 13.5 15.7 10.8 15 11.9 0.6 -10.3 -6.9 7.9 2] 19.6 13.5 15.7 10.8 76 -5.8 6.5 -4.2 6.9 -7.9 0 to 5° 1} 19.2 -10.0 12.7 5.9 -23.1 -13.1 -16.0 -10.1 -32.3 -25.3 10° 1} 21.6 -9.0 14.4 5.2 -23.1 144 -16.0 -10.8 | -32.3 -25.3 15° 1} 244 -8.0 16.0 4.6 -23.1 -15.1 -16.0 11.5 | -32.3 -25.3 11 0 20° 1} 26.6 -7.0 17.7 3.9 -23.1 -16.0 | -16.0 -12.2 | -32.3 25.3 25° 1} 244 3.9 17.4 4.0 -10.7 -14.6 V1 -11.7 19.9 17.0 Ce ee ee ee “4.4 -7.9 14 oon iced ee 301045 fF 1] 21.6 14.8 17.2 11.8 1.7 13.1 0.6 “11.3 7.6 -8.7 2} 21.6 14.8 17.2 11.8 8.3 6.5 7.2 -4.6 76 8.7 0 to 5° 1] 228 11.9 15.4 -7.0 -27.4 -15.6 | -19.1 124 38.4 -30.1 10° 1f 258 -10.7 17.1 6.2 -27.4 -16.8 | -19.1 “12.9 38.4 30.1 15° 1} 28.7 -9.5 19.1 -5.4 -27.4 17.9 | -19.1 13.7 | -38.4 -30.1 1 20 20° 1} 31.6 -8.3 21.4 4.6 27.4 | -19.4 “19.1 14.5 | -38.4 -30.1 25° 1} 28.6 46 20.7 47 127 | -173 9.2 13.9 | -23.7 20.2 2] —— eee Meee eee 48 | 94 |. -13 | 60 | ———- | -- 301045 | 17 25.7 17.6 20.4 14.0 20 | -15.6 07 | -13.4 -9.0 -10.3 24 25.7 | 176 20.4 14.0 9.9 | 17 86 | -5.5 9.0 -10.3 Unit Conversions—1.6 ft = 0.3048 m; 1. psf = 9.0479 kN/m* ? ASCE 7-05 gineering 4 . 1 Washington State Marine =! Ls 1 Department of Transportation Design Calculations Project To Cl em eos Sheet No. AS of Sheets S.R. Made By Check by Dat Supv +e mlaho. loex TTeansend. dasa ons ror, Set ya ees : cis Ea Y's, Oe 2 The. FSCSEnY: a n Srecstwar | SHARIA ISfas Canmore DOT Form 232-007B | Revised 01/2009 | Sheet No. = Washington State Marine Engineering Wo Department of Transportation Design Calculations Project “Te tc. Co onhk*k=, . Sheet No. a) of Sheets SR. Made By Check by Date Supv Maxi duu Ware reea2,— Peer Torna pees. WO WAue_ oor Du e. wins oe Weore BESIAN MG €12%6 Cer pSsin Mle, WAUAc @ qe be 5 43,42 fe Way. Veuer= 27¢h0) /_ b= Bb] +o 424.59 DOT Form 232-007B : : Revised 01/2009 Sheet No. Marine Engineering Design Calculations = ae Washington State Wa Departinent of Transportation Project ij Sheet No.2 of Sheets S:R: Made By Check by Date Supv ? 2334.79) = 1S + wd 338 eM K ae Lae Sheet No. DOT Form 232-007B Revised 01/2009 es Washington State ; Marine Engineering (J department of Transportation Design Calculations Project Sheet No. =" of Sheets S.R. Mer? Check by Date Supv ae ae u@ qi" Bt “goed 3 rus | : * t a ae (a = mi | peeber Teme ree. ook Wander Aerve, & Sew Puate Reon + Bilg rf: ctamemeeset oF DOT Form 232-007B _— 2090 “e VRBS =e | Sheet No. wy Washi Stat L/, g Washington of Transportation Marine Engineering Design Calculations Project Sheet No. <<) of Sheets S.R. Made By Check by Date Supv Maw num (Peck: Gra wb OS. we ae S124 ot Vror= tnade.88) = DOT Form 232-007B Revised 01/2009 “< en ts a2) = é ae Dike Sheet No. Marine Engineering Design Calculations State Department of Transportation Sheets of Sheet No. Si Supv Date lye: Lo\4 Check by ers Made By Je Project Tow S.R. Sive Seanoalt Suser soi. 2x 6 ST U D @ 16 0 c , U. N O . 42 : 2 , \V e e . —— ? - : =. FA S T E N e . 2x 6 BL O C K I N G = ac y Lf 1% PO S T oN Dp AD 2 q ~ een: «| | Sheet No. ies OV E R A L L VO L b - | | | | | | 2- 2 x 6 PL A T E | | ae 10 ! | VA | | th a w | | ii a a Ws se d - 34 5 9 | ac e NO =f Al l — — _J i Va a CO N T R O L PA N E L Sl SI M P S O N ST R O N G - T I E “" ™ 9 4 AD FO U A L . TY P WA L L WA S H E R , TY P Ke i o L= \ \ / VF 4 A A S Po p s 42 2 4 0 ) / , = 30 s " ad %' ' @ BO L T w/ _ Revised 01/2009 DOT Form 232-00 > Washington State / Marine Engineering 7 Department of Transportation : Design Calculations Project | Sheet No. Sok. of Sheets S.R. Made By Check by Date Supv a ow (0 yee a al ae ae ae ae a BeERies j che Cs Be | oes Ae ee 371 ee ha4as ' ‘ : = oS 4t ae 1. bp 9 203 - wise ouenie area he beurt eri: | WF Bo tas Co0 iL 2! 40% Mage = 2.84! Posurt = anar/,, 4 AR’ May Mower ia Post = 21a€4)= axa lO Onweic “2 XK LEA AXIS DOT Form 232-0078 | Revised 01/2009 | Sheet No. a. | ¥= Washington State Marine Engineering Ws Departmen of Transportation Design Calculations Project | Sheet No. <3 of Sheets S.R. : Made By Check by Date Supv Neu AZ Scart Seoervete. Fo=142- (1c GQ. spe 2340(6.3) ~ acee Re Ise -(14) ~ 240 est 2 C. =e tp leo he || Sake WEE ace “2.0c (2688 ) = EQ Ib-G M> + dallaaal ae ie Tar ks or ae fe he + Bs (Ber)y, te fe eae g ace Pe | DOT Form 232-007B | Revised 01/2009 Sheet No. Marine Engineering Design Calculations Project Sheet No. &4 of Sheets S:R: Made By Check by Date Supv AGES A. ee meme me Te ees OT egg Graney Feige “1664 ae Sie, Brand bt |) eel seit © h4.92. a, Daseervey 6xG Sic Bown me Ol eB STR DOT Form 232-007B Revised 01/2009 Sheet No. TABLE 2306.3 ALLOWABLE SHEAR (POUNDS PER FOOT) FOR WOOD STRUCTURAL PANEL SHEAR WALLS WITH FRAMING OF DOUGLAS FIR-LARCH OR SOUTHERN PINE? FOR WIND OR SEISMIC LOADING» +}! do o m | PANELS APPLIED DIRECT TO FRAMING PANELS APPLIED OVER ‘/," OR ‘/,” GYPSUM SHEATHING ; _| MINIMUM FASTENER Fastener spacing at panel edges (inches) Fastener spacing at panel edges (inches) | MINIMUM NOMINAL PANEL| PENETRATION IN NAIL (common or galvanized box) : NAIL (common or galvanized box) ci { PANEL GRADE THICKNESS (inch) FRAMING (inches) or staple size“ 6 4 3 2 or staple size“ 6 4 3 | 2 | ei a 7 — T —| . ‘ \ ‘ ” it 3 8d (2'/,” x 0.131" common, d a cr 4 10d (3” x 0.148” common, fot 3 4s, is 2'/," x 0.113" galvanized box) | 72” -_ ae Sie 3” x 0.128" galvanized box) 280 430 | 550 me | 1 vs, 16 Gage 155 235 315 400 2 16 Gage 155 235 310 400 | 3 8d ln" x 0.131” common, d d a d 10d (3” x 0.148” common, f | | | he "Ns 2'/," x 0.113" galvanized box) || °° 395 208 670 3" x 0.128" galvanized box) 280 430 20 ae i Seating i 1 '/, 16 Gage 170 260 345 | 440 2 16 Gage 155 235 310 | 400 | —_ —_ " i P a | 4 By 8d (2!/," x 0.131” common, 3p $S2| 45 \ GSO | 104 (3" x 0.148" common, aa wm | scot | vo 4 8 2'/," x 0.113" galvanized box) ~ 3” x 0.1218" galvanized box) S,5 1 1'/, 16 Gage 185 280 375 475 2 16 Gage 155 235 300 | 400 | — 1 10d (3” x 0.148” common, f 10d (3” x 0.148” common, _ _ _ _ | Wh 3" x 0.128” galvanized box) | 340 = 665 o20 3" x 0.128" galvanized box) | | L : : o ® lo c 1y 6d (2” x 0.113" common, | > 8d (2°/,” x 0.131” common, Sead 5). or ge 4 2" x 0.099" galvanized box) sid 350 | 450 | ~ at) "x 0.113" galvanized box) | 18° sia aa) a | plywood siding® 1 1'/, 16 Gage 145 220 295 315 2 16 Gage 110 165 220 285 | except Group5 1 | Species 578 Wy, 6d (2" x 0.099”) 140 210 |- 275 360 8d (2'/," x 0.113”) 140 210 275 360 ; "he , 8d (2'/,” x 0.113") 160 240 310 410 10d (3” x 0.128”) 160 240 3108 410 | For SI: | inch = 25.4 mm, | pound per foot = 14.5939 N/m. a. For framing of other species: (1) Find specific gravity for species of lumber in AF&PA NDS. (2) For staples find shear value from table above for Structural I panels (regardless of actual grade) and multiply value by 0.82 for species with specific gravity of 0.42 or greater, or 0.65 for all other species. (3) For nails find shear value from table above for nail size for actual grade and multiply value by the following adjustment factor: Specific Gravity Adjustment Factor = [1-(0.5 - SG)], where SG = Specific Gravity of the framing lumber. This adjustment factor shall not be greater than 1. b. Panel edges backed with 2-inch nominal or wider framing. Install panels either horizontally or vertically. Space fasteners maximum 6 inches on center along intermediate framing members for */,-inch and 7/,,-inch panels installed on studs spaced 24 inches on center. For other conditions and panel thickness, space fasteners maximum 12 inches on center on intermediate supports. c. 3/g-inch panel thickness or siding with a span rating of 16 inches on center is the minimum recommended where applied directly to framing as exterior siding. For grooved panel siding, the nominal panel thickness is the thickness of the panel measured at the point of nailing. d. Allowable shear values are permitted to be increased to values shown for !*/,,-inch sheathing with same nailing provided (a) studs are spaced a maximum of 16 inches on center, or (b) panels are applied with long dimension across studs. e. Framing at adjoining panel edges shall be 3 inches nominal or wider, and nails at all panel edges shall be staggered where panel edge nailing is specified at 2 inches on center or less. f. Framing at adjoining panel edges shall be 3 inches nominal or wider, and nails at all panel edges shall be staggered where both of the following conditions are met: (1) 10d (3” x 0.148") nails having penetration into __ framing of more than 1'/, inches and (2) panel edge nailing is specified at 3 inches on center or less. g. Values apply to all-veneer plywood. Thickness at point of fastening on panel edges governs shear values. h. Where panels are applied on both faces of a wall and nail spacing is less than 6 inches o.c. on either side, panel joints shall be offset to fall on different framing members. Or framing shall be 3-inch nominal or thicker at adjoining panel edges and nails at all panel edges shall be staggered. : aoe ”- i. In Seismic Design Category D, E or F, where shear design values exceed 350 pounds per linear foot, all framing members receiving edge nailing from abutting panels shall not be less than asingle 3-inch nominal — ' member, or two 2-inch nominal members fastened together in accordance with Section 2306.1 to transfer the design shear value between framing members. Wood structural panel joint and sill plate nailing shall be staggered at all panel edges. See Sections 4.3.6.1 and 4.3.6.4.3 of AF&PA SDPWS for sill plate size and anchorage requirements. [ Marine Engineering => = Washington State : oF WH department of Transportation Design Calculations Project PY Sheet No. SG of Sheets SR. Made By Check by Date Supv Anorve Beir Genin. | May a vinr Sea, Dre Vo UN-wa \AyoO FOUAAATI 0 | | Zo, Bie lx i leso IQ | | NX @26. lbs Magiayn Steer Fone, = ANEL | ry iol = joxo. / 6.43" Darel i b/ep Sheet No. DOT Form 232-007B Revised 01/2009 Aicaitoe Marine Engineerinx y Departme e bee Design Calculation: Project pie ae 5 You Sheet No mE of Sheets SR. |Made Check by | is o lel @\\ Supv | 27 7 ai ce = PLES { 73 f 2¢ i bat OA Beige 'Stelteiel Gea Nore. Mique Bate Osvanoe. OF ROweie Anduoe = = fi th y= ae y eaipe DOT Form 232-0078 f Sheet No. Revised i) C © | ; h i Ra h i % i di panes eth? ta n NE ss . 7 < ‘s a > % | Sa m a h ei t 5 as s i s Ci n c e m a s e n s em e n ar an co m e s be e \ ic k i | | t ! i i ' } } i i ! 4 i i i a. rn rn «e n AE S WI E N S NO O B 5 di c s ee e ae | } i + 3 ee a . Washington state Marine Engineering IM vdepa Design Calculations Project Sheet No. 2 of Sheets SR: Made By Check by Date Supv erence capaaity oF SQVAB . Yen Fe Re Yen Ae casero Guin = 044 FOOW Were We VM. cperee. cates. a SE! Hea Fie. Menez - Sue = ("0 a oe 46 ISeole DOT Form 232-007B Revised 01/2009 Sheet No. Marine Engineering Design Calculations S:R. Sheet No. 4 of Check by a ale lio Sheets Supv edb DOT Form 232-007B Revised 01/2009 Sheet No. , | 40. FON > Washington State Marine Engineering WB Department of Transportation Design ‘Calculations ~ lereet : Sheet No Ee" of Sheets S.R. Made By Check by Date Supv ) ace lo \slio | ONEAG. COMBE Usrsion € Giese pee Kieth) Aaa in VexaunPve. ie cae Aaecanw vay le fez. we Myr. Ble dspace ah. =e Z = Ete oA ik ~ ig he = Age id ae Nok > 6.446 eh 4 Kins wie 4 a: =OTS : DOT Form 232-007B Revised 01/2009 Sheet No. | 4\ gineering culations Project cee Sheet No. Se of Sheets - Check by Supv SR. : Made By we GMEME CONG tee Brerc owt Gesacar+ asa We co Aw a Oat ee Aid i Band An a jet? + SG). 5 ; a he aol. are Oe Keven, 224 en Mite WO Manone DOT Form 232-007B Revised 01/2009 Sheet No. 0 4 Engineering lf | Department of Transportation n | Cal ulations Project ‘ Sheets S.R. Made i ie - |Check by Date is lslio ane = G A Shee =| = oa ON Moe < Cae. sie 8 wert: a mae For TABLE. iq NVies Wa = 2067 est Wefan = 2.44 ye DOT Form 232-007B Sheet No. Revised 01/2009 ‘ Marine Engineering Des jn Calculations Sheet No. 42 of Sheets Supv Project . SR. : a as (2 Check by a 4 \2| re Boas et alin walt ae ae vrabatat aera nea co EA Ele DOT Form 232-007B. | Sheet No. pa 01/2009 } | | ae ( al Washington State Marine Engineering // | Department of Transportation Design Calculations Project Sheet No. AA of Sheets SIRe 3 Made a CZ Check by ae 6 |e. yo Supv ante ent Drug nk: VAR Uihade Aika HA, Yana 24 Ee oe / i 7 foe Ow say ARS = O.4G Mee > Teune +t 4 lee , 3 ety: eG = = Meg | $= 0, ae Oa. = SP, (ex) = sem2% Ix Romeo pees 2474 Ins. Bono See ut Soc |e. DOT Form 232-007B Sheet No. Revised 01/2009 Marine Engineering Design Calculations Sheet NAS of Sheets Check by Date Supv Oven. caine @n Adr O:6 Avetee. Crepe rg In Qiyes ae, Project S.R. D-20. News heb Mee vi. Gos biese dct Bas4 ct = Gir ei AGO), . ae Ae Yeas Bt one an un . oe oe ee Sone =F soe $7 33 + Shea, Thee leek | a eons Wi _ Con? Cae? = 0 Tes oa = ke i ‘! Ca, = Ge cl & WA = Le| aay &" x, Ave =2(6)@) = 10 b : ae Aye, = 6Gleye) (4) = be 2. . Le =4,.¢(eai )* = pet DOT Form 232-007B Revised 01/2009 Sheet No. ga Marine Engineering L// fe Department of Transportation Design Calculations Project Sheet No. Alo of Sheets S.R. Made B Check by Date Supv : ACK Lol® ho \ovel (Gacy 3 az iG ey mh a DOT Form 232-007B Revised 01/2009 Sheet No. Marine Engineering y~ = Washington State 3 7 Beneath of Transportation Design Calculations Sheet No. 47) of Sheets Supv eioied : S.R. ‘ Made By, Check by Be ol Y \ C2 Bio Nowe ia 9G. vam fe e L (be, me me be. Mert” Nas th « ReraS ao eo e Feet | : Beran ie Cr = ap levae ce % Being Ok He Ow {0b ore ¢ bras (Sout Svemeny, — Seoorles Gasae 0 “3762 \es PeyiaL (6000 \x% Bike DOT Form 232-007B | Revised 01/2009 - Sheet No. Tee es ? Marine Engineerin wa Washington State i , g a _ Department of Transportation Design Calculations Project : Sheet No. A 9. of Sheets IS.R. : Made By Check by Date Supv NCR 1ol al ID Anvenzotin oe Weasien @ Sieear , gg Fae © MN, | oe tes ch Lib & Ses aes aa a 2018 ag, Piaconed Lead DOT Form 232-007B Sheet No. Revised 01/2009 agton State Marine Engineering in nent of Transportat ‘ation n ( Calculatio ns Project Sheet No. vial of Sheets SR. Made By Check by Date Supv GEOmMETUC Renan Grice) S= B.A > Syeea~ Qi RESCH AS (a A= W218 UI RA Dinea DA: To Ancre Conese S21g = 13-33 ke. a : 2A) Mo. _ eal (fee = ©.s4/ ZIISB2 Ce Oc Seavton 1S Comsaay Mise (R22 Bates: M2 fo S85 ene oi 87 EP IA. rer V2e~Hh DOT Form 232-007B : Revised 01/2009 | Sheet No. Section property Program h= 3.5 Section ie) n A y Ay AY*2 | 1 5 0.375 1.875 0.1875 0.351563 0.065918 0.021973 2 0.375 3.125 1.171875 1.9375 2.270508 4.399109 0.953674 2 0 0 0 0 0 0 0° 4 0 0 0 0 0 3.046875 2.62207 4.465027 0.975647 Total Depth of member "3.5 Ycg bot 0.860577 Yceg Top 2.639423 3.5 | 3.184181 Stop 4.206393 Sbot 3.700053 Section property Program h= 5 Seciion is) h A y Ay AY*2 | 1 3.5 0.375 1.3125 0.1875 0.246094 0.046143 0.015381 2 0.375 4.625 1.734375 2.6875 4.661133 12.52679 3.091614 3 0 0 0 0 0 0 0 4 0 0 0 0 0 3.046875 4.907227 12.57294 3.106995 Total Depth of member 5 Ycg bot 1.610577 Ycg Top 3.389423 5 | 7.776466 . Stop 2.294333 Sbot 4.828373 fo eestor a Lee Project | SR. ie By -|Check by Date AWEAK AK Stoo COPY Cepetiting Oe. WA Aare. Aa VIO Lean ve ae 1. O.3o : bAS Fh! Pax 26% BA xX OLX Ee x Ero AR Hem ee ea, Ger. Ltr 7. = ota aie KILI > 1Sed4 4 GG: " Loren fag a. Oy Se Bre: > \Reo. 6, 2% fo. i M~ \B40 (7, Os) = loaee le-i) (2.8%) = 742_ \aeos 2 17142 leas Cae) ~4s7e DOT Form 232-007B Revised 01/2009 | | Sheet No. State of Transportation Project Sheet No. os of Sheets Supv SR. Made By Check by Date Guede CaPacdit, OF Ge DF “g y 4 ‘ ak KOE E oe = Oe er es Wee, 4. is “ 30.2 C e => 46126 — $* 22.93. Flr=z|coo FY 2190: Ce: 6. SE CMFz1LL9 Lu - Sore. hi. Cy £10: QF 4 0: ony = (Le \s oO Or = 0 Fy =. CO.6) Cleoo) pA= Clos \bttn ole. Pye: (re Clie) oe) | i, vans ann (ae.ae) f = TAQ An LS ore, DOT Form 232-007B Revised 01/2009 | Sheet No. Vag “Washington Stat W, p» Department of Transportation Marine Engineering Design Calculations Project Sheet No. SS & of V Sheets S.R. Made By Check by Date Supv Citeay GApsace. oF &kG@ Fed SIV | | DO. ZO, ®% O. Ce> \.0: | Fig! = 1:6 (0.86)(Jeoo).> 2048. Maz 204% (3.68) ~ S6\37. AR’ + 199 (900.6) = ALG, | oan pe eede pies -272-7, 7 | | "DOT Form 232-0078 | Revised 01/2009 | Sheet No. Contractors or Tradespeople Detail os Washington State Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > yes Printer friendly Verify Workers' Comp Premium Status Check for Dept. of Revenue Account About General/Specialty Contractor Page 1 of 2 A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information | Name STOUDER GEN CONSTRUCTION LLC Phone No. (360) 366-5413 Address 3381 Brown Road Suite/Apt. | City Férntiale State WA Zip 982485405 County Whatcom Business Type Limited Liability Company Parent Company UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 A) 601900345 BD) Active STOUDGC026PL ] Construction Contractor 10/13/1998 11/1/2011 ¥y kb General i Unused {=} Business Owner Information = [=} fice All Name Role Effective Date Expiration Date STOUDER, MARK Partner/Member 01/01/1980 S Bond Information yY bond fend Cornea Name Bond Account Effective Expiration Cancel Impaired Bond Received _—_ Number Date Date Date Date Amount 3 eee tee $283133 10/12/2002 oa $12,000.00 10/04/2002 CASUALTY CO Cancelled —_— a Assignment of Savings Information y No records found for the previous 6 year period 3 Insurance Information yy i 1 | 4/27/2011 https://fortress.wa.gov/Ini/bbip/Result.aspx WA State Licensing:License Query Search Page 1 of 1 Cy Search BUSINESS & PROFESSIONAL LICENSES License Details License Information: Entity Name: STOUDER GENERAL CONSTRUCTION LLC Firm Name: STOUDER GENERAL CONSTRUCTION LLC License Type: Washington State Business Entity Type: Limited Liability Company UBI: 601900345 Business1ID:001 Location ID:0001 Location Address: Mailing Address: 3381 BROWN RD 3381 BROWN RD FERNDALE, WA, 98248-5405 FERNDALE, WA, 98248-5405 Licenses Held at this location License Status Expires First Issued City of Port Townsend General Business Active 02/29/2012 02/16/2011 Governing People: MARK E STOUDER Information Current as of 04/27/2011 4:38AM Pacific Time 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=12568... 4/27/2011 iat ENV-SUM Envelope Summary 2003 Washington State Nonreskiential Energy Code Compliance Forms Project Info Project Address TOWWSEND FERZY TERMINAL Date 1 -1S-\O Applicant Name: MACK SfoTr Applicant Address: Applicant Phone: 1401 WATE? ST, For Building Department Use Feet TOANSEND, 1260 Project Description [di New Building [_] Addition (_] Alteration C] Change of Use i . {J Prescriptive — [-] Component Performance C1] ENVSTD 2.1 (_] Systems Compliance Option (See Decision Flowchart (over) for qualifications) (4.0 not acceptable) Analysis Space Heat Type @ Electric resistance © All other (see over for definitions) Total Glazing Area Electronic 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 5 “> the level required for opaque walls. “] a) + ae) © X 100 = fA 5 i 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 O no assembly below. Envelope Requirements (enter values as applicable) Fully heated/cooled space Minimum Insulation R-values Opaque Concrete/Masonry Wall Requirements Roofs Over Attic Insulation on interior - maximum U-factor is 0.19 insulation on exterior or integral - maximum U-factor is 0.25 Ail Other Roofs Opaque Walls’ from Table 20-5b in the Code. Below Grade Wails If project qualifies for Concrete/Masonry Option, list walls with HC 2 9.0 Btu/ft?*°F below (other walls must meet Opaque Wall requirements). Use descriptions and values Wall Description Floors Over Unconditioned Space (including insulation R-value & position) Slabs-on-Grade U-factor 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 qualifications and requirements Notes: . ENV-SUM 2003 Washington State Nonresidential 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 datenmining building envelope requirements, the following two calegories comprise all space heating types: Other: All other space healing systems including gas, solid fuel, oil, and Propane space heating systems and those systems listed in the exception to electric resistance, (continued at right) Electric Resi: : Space heating systems which use electric resistance elements as the primary heating system including baseboard, radiant, and forced air units where the total electric heat capacity ds 1.0 Wift? of the gross conditioned floor area. Exception: Heat pumps and terminal electric resistance heating in variable air volume di i Y All walle R-19 insulation? Masonrywall criteria OK? (below) All wails R-11 insulation? No <40% < 20% No , No: < 40% <20% Glazing? Glazing? Glazing? Glazing? Yes Yes Yes All Insulating Installed? All Insulating Installed? All Insulating installed? All Insulating Installed? Opague Wall R-11 Opague Wall R44 Metal Framed Wall U-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 Below Grd Wall (oth) R-11 Masonry Wall(other) U-0.25 | | Masonry Wall (int) U-0.19 Below Grd Wall (ext) R-10 Roof Over Attic R-30 Below Grd Wall (ext) R-10 Masonry Wall(other) U-0.25 Below Grd Wall (oth) R-18 All Other Roof R-24 Below Grd Wall (oth) R-11 Below Grd Wall (ext) R-10 Roof Over Attic R38 Raised Floor R-19 Roof Over Attic R-30 Below Grd Wall (oth) R-19 All Other Roof 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 R-10 Opaque Door u0.60 Slab-On-Grade R10 Raised Floor R-30 Radiant Floor R-10 - Radiant Floor R10 Stab-On-Grade R10 Opaque Door U0.60 Glazing Criteria Met? Opaque Door U-0,60 | | Radiant Floor R-10 Glazing Criteria Met? Glazing Vert OH Glazing Criteria Met? Opaque Door U-280 Gazing Vet OH peti ress pyr ery Glazing Vert OH Glazing Criteria Met? Area% Val UVal SHGC 15-20% 075 140 400 Area% UVat UVal SHGC] /Glazing Vert OH 0-20% _0.40 0.80 1.00 20-30% 068 130 . 085 0-10% 0.90 1.45 100] |Area% UVal UVal SHGC 30-40% 060 130 045 10-15% 0.75 140 1.00] |0-20% 040 0.80 1.00 ; z 15-20% 0.65 1.30 0.80 20-25% 9,60 1.30 0.45 Yes Yes— 4 { No _- No | Component Performance = . or o yv ¥ No Systems Analysis Required : ©, ha | Concrete/Masonry Option* Wall Heat Capacity (HC) chien hal Assembly Description Assy.Tag HCc*™* 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 rs provided; for all a other walls, use Totals Section 1009. Area weighted HC: divide total of (HC x area) by Total Area Envelope UA Calculations 2003 Washington State Nonresidential Energy Code Compliance Forms Climate Zonet Project Address oer TOKINSE+ 30 Feeey TEREMIN AL- For Buliding Department Use Space Heat Type © © Electric resistance Glazing Area as % gross exterior wall area Prop. | Concrete/Masonry Option Oyes © 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 List components b = UA(U XA) = Pla . = Plan ID: | . Glazing % cecue Rete Other Heatin — @ |U= Plan ID: | Toll 6 requires W\ ax. sy 50;90. ; 8 2 7 be ob eg eR Pla ‘| Visibilsty for lO © around > © [Us PlaniD: | Seyyice ee, ave. wv ADA 7 | _ hetght. Wi. low: | 2 pon dure nd 3 |= Pia: | Seles acm Aer a 5 < a a | ow in cehl tiny Jette wvevonlS oO = o 6 lus Planip; | Ce¥ fome mes} from en Hing the o less - igh: tab | toll bath. O}< |U= Pla ft a 5 |u= Plan iD: IAAALY ACE B-lA sep. pen | CRILING ag an ID: 6 lus Plan ID: | FLOOR \4 ‘ _ IRE PanD. — . s é ElR- Plan ID: R= Plan ID: ~ R= Plan ID: £9 |R= Plan ID: “Other Heating: Of Ire Plan ID: 0.050. R= Plan ID: P R= Plan ID: 2 Ir Plan ID: = {r= Plan ID: 3 R= Plan ID: & R= Plan ID: R= Plan ID: **Note: sum of Target Areas here should equal Target Opaque Wall Area (see back) R= Plan ID: = 3 iR- Plan ID: So S{R= Plan ID: Note: if insulated to levels required for opaque walls, list above with opaque walls jo . |R= Plan ID: 2 GIR= Plan ID: 22 aR Plan ID: ee) R= Plan ID: Sy E|R= Plan ID: RY 4G 8 SR Plan ID: [) Ic U iG > @IR= Plan ID! Re Plan ib: .) able 13-1 for radiant foot values) __ *For CMU walls, indicate core insulation material. dite ULT 2 For compliance: Leer eee lee — ie : 1) Proposed Total Area shall equal Targ , CITY OF PORT TOWNSEND DS| ENV-SHGC Climate Zone 1 2003 Washington State Nonresidential Energy Code Compliance Forms Target SHGC Glazing Proposed SHGC x Area (A) List components by assembly ID & page # SHGC* x Area (A) = SHGC xA DAKE WINDOW 14 OPEN DumiNg me ALL TRAN SAC OAS arn mio SHGC = SHGC xA Gl a z i n g _— soared ALL WINDOWS WILL AVE: Low E. *Note: Manufacturer's SC may be used in lieu of SHGC. a / [ NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together. Ls INDOW TINT | a TIEN DANT TD OnA RENE OUTS ee MEE eu FOF 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. Totals Totals For compliance: Proposed total SHGC x A shall not exceed Target total SHGC xA Proposed Areas; Numbered values are used in calculations below. Other Roofs Roofs over Attics Walls Glazing Area] OG= Note: OG = overhead glazing VG = vertical glazing OG= Opaque Area Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area | x | |} + [1007] = [ a Target OG Area in Roofs over Attics Target OG Area in Other Roofs Max OG Remaining Target VG Area For Target OG's, the | = | 1 = lesser values are | = % lesser = ¢ lesser used both here and —s De below. - XX Proposed Opaque Area Proposed OG Area ™a Target OG Areal Target Opaque Area Roofs over Attics + — | = x Other Roofs ++ _ = Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area = 4 | Target Areas OK | - | Walis| | | + 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, Building Permit Plans Checklist 7 ENV-CHK 2003 Washington State Nonresidentiat Energy Code Compliance Forms Project Address Port TOWNSEND FERPN TEEM. —Puw Bootte Date \0-\B-t0 The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location | Building Department (yes, no, n.a.) Section {Component Information Required on Plans Notes GENERAL REQUIREMENTS (Sections 1301-1314) 1301 Scope Unconditioned spaces identified on plans if allowed a 1302 Space heat type: HEPA iat WA i If "Other", indicate on plans that electric resistance heat is not allowed 1310.2 |Semi-heated spaces Semi-heated spaces identified on plans if allowed 1311 Insulation a 1311.1 — |Insul. installation Indicate densities and clearances 1311.2 [Roof /ceiling insul. Indicate R-value on roof sections for attics and other roofs; u Indicate clearances for attic insulation; indicate baffles if eave vents installed; Indicate face stapling of faced batts 4311.3 |Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced batts; Poa 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; - Indicate supports not more than 24” o.c.; Indicate that insulation does not block airflow through foundation vents 1311.5 |Slab-on-grade floor Indicate R-value on wall section or foundation detail; — 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 detail; _ 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 Z Si. 1312 Glazing and doors Provide calculation of glazing area (including both vertical 6 vertical and overhead) as percent of gross wall area 1312.1 |U-factors Indicate glazing and door U-factors on glazing and door E- \ \ schedule (provide area-weighted calculations as necessary); ; Indicate if values are NFRC or default, if values are default evan then specify frame type, glazing layers, gapwidth, low-e foly veh a ao coatings, gas fillings 1312.2 |SHGC & SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area-weighted L OW — calculations as necessary) 1313 Moisture control 1313.1 | Vapor retarders i vapor retarders on warm side m 1313.2 |Rooffceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard. with sealed seams for non-wood struc. — 1313.3 |Wall vapor retarder Indicate vapor retarder on wall section — —_e—_— __ 1313.4 |Floor vapor retarder Indicate vapor retarder on floor section j 1313.5 |Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12” on ground 1314 Air leakage 1314.1 |Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping 1314.2 |Glazing/door sealing Indicate weatherstripping 1314.3 |Assemb. as ducts indicate sealing, caulking and gasketing PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) JEnvelope 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: Building Permit Plans Checklist 2003 Washington State Nonresidential Energy Code Compliance Forms ENV-CHK Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be installed according to the manufacturer's instructions to achieve proper densities, maintain clearances, and maintain uniform R-values. To the maximum extent possible, insulation shall extend over the full component area to the intended R- value. 1311.2 Roof/Ceiling Insulation: Open-blown or poured loose- fill insulation may be used in 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 walt 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: Floor 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 twenty-four 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-four inches or to the top of the footing, whichever is less. insulation 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 shalt 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 giazing and doors shall be determined, 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 bape 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 Coefficient 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 coefficients for glazing shall be taken from Chapter 27 of Standard RS-27 or from the manufacturer's test data. 1313 Moisture Control 1313.1 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 1/3 of the nominal R-value between it and the conditioned space. 1313.2 Roof/Ceiling Assemblies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof/ceiling 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 shall 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 overlapped 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 craw 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 Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shail be sealed, caulked, and gasketed to limit air leakage. Lighti State Ni ng Summary fiat Energy Code Compliance Forms Project Info Applicant Name: MA <2eory, AjecH: TECT Project Address Ye ri “Townend . Tol\ Booth __ eel ae lt OCT 94 bact [oumsend Fervy [erminel ~~. i °° CITY OF PORT Applicant Address: 7345 (_)NDERSON WAY TOM Applicant Phone: dp l)- 5/1 -|ZAle cell t ait Project Description Det New Building [] Addition a Alteration O Plans Included Refer to WSEC Section 1513 for controls and commissioning requirements. Compliance Option |,Z. O Prescriptive 4) Lighting Power Allowance (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) ONE=. O Systems Analysis Que LAT Gen. LiiTiNy EL. Th LV GWty Alteration Exceptions (check appropriate box) [_] No changes are being made to the lighting OV EAL Dee O Less than 60% of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor/room no.) Occupancy Description Watts per fi2 ** Area in ft? Allowed x Area OVER FEALER| “Toll Booth i. Z 64 TTwetts| “From Table 15-1 (over) - document all exceptions on form LTG-LPA Notes: Total Allowed Watts 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 (Interio¥ List all fixtures. For exempt lighting, not exception and leave Watts/Fixture blank. Location Number of Watts/ Watts {floor/room no.) Fixture Description Fixtures Fixture Proposed Qner Seen Recessed IKA \ ok O@ TAX Liat | SuekAce AT l Gt Ea Maximum Allowed Lighting Wattage (Exterior) Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts rz Allowed Watts Area in ft? Allowed Watts Location Description per ft? or per If (or If for perimeter) x ft? (or x If) Covered Parking 2 (standard paint) 0.2 Witt Covered Parking (reflective paint) 0.3 wit? Open Parking 0.2 Witt? Outdoor Areas | - EXISTING IN HOLDING AEA 0.2 Witt? Bldg. (by facade) N 0.25 WIR? Bidg. by pein) | RSM 18> TOLLBOOT HF 7.5 Witt AS. ZO Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Z© 4 Proposed Lighting Wattage (Exterior) Use mfgr listed maximum input wattage. For fixtures with hard-wired ballasts only, the default table in the NREC Technical Reference Manual may also be used. Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed CE WityCony \ Kole) {00 OIE, Poor { 45 4S. Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts 145 Lighting Summary (back) 2003 Washington State Nonreskential Energy Code Compliance Forms LTG-SUM Prescriptive Spaces Occupancy: © Warehouses, storage areas or aircraft storage hangers @)Other Qualification Checklist Lighting Fixtures: i Check here if at least 95% of fixtures in the space meet all four criteria: Note: If occupancy type is “Other” and fixture eo answer is checked, the number of fixtures in 1. Fixtures are fluorescent, non-lensed, with only one or two lamps, and the space is not limited by Code. Clearly —_— indicate these spaces on plans. If not v2. Lamps are T-1, T-2, T-4, T-5, T-6, T-8 3. Lamps are 5-50 Watts, and qualited, do LRA Calculations. 4. Ballasts are electronic ballasts 5. Exit lights < 5 watts/fixture 6. Screw-in compact fluorescent fixtures do not qualify TABLE 15-1 Unit Lighting Power Allowance (LPA) 4 Use’ LPA Use’ LPA* (Wisf)} (Wisf) Painting, welding, carpentry, machine shops 23 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” 1.5 Retail”, retail banking 1.5 Nursing homes and hotel/motel guest rooms 1.5 Parking garages See Section 1532 Wholesale stores (pallet rack shelving) 1.6 Mall concourses 1.4 Plans Submitted for Common Areas Only’ Schools buildings (Group E occupancy only), 4.35 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 facilities of other use types (including but not limited —\p. to schools, hospitals, institutions, museums, banks, churches)""”’ Footnotes for Table 15-1 1) 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 Allowance shall be determined by the building official. This determination shall be based upon the most comparable use specified in the table. See Section 1512 for exempt areas. 2) The watts per square foot may be increased, by two percent per foot of ceiling height above twenty feet, unless specifically directed otherwise by subsequent footnotes. ' 3) Watts per square foot of room may be increased by two percent per foot of ceiling height above twelve feet. 4) For all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly. 5) Watts per square foot of room may be increased by two percent per foot of ceiling height above nine feet. 6) Includes pump area under canopy. 7) Incases 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 hereirf defined do not include mall concourses. 8) For the fire engine room, the Unit Lighting Power Allowance is 1.0 watts per square foot. 9) 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. 10) 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 additionat 1.5 w/ft? 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 wail). b) adjustable in both the horizontal and vertical axes (vertical axis only is acceptable for fluorescent and other fixtures with two 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 installed. 11) Provided that a floor plan, indicating rack location 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 th racks. Lighting Power Allowanée Adjustments LTG-LPA 2003 Washington State Nonresidential Energy Code Compliance Forms Project Address Date 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 ft" 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? " ) ih) PU Best (GE LIGHTIN 4 U2 [&'G LJ Pell Booth. |TAck Udit @ BAK a Eek ™ From Table 15-1 based on exceptions listed in footnotes Lighting Permit Plans Checklist 2003 Washington State Nonresidential Energy Code Compliance Forms LTG-CHK Project Address Ff, ae OWNSEND Tour Boath. V1. Ferra ernie Date 10 18 +10 The following information is necessary to check a lighting permit application for compliancewith the lighting requi 1994 Washington State Nonresidential Energy Code. rements in the Applicability (yes, no, n.a.) Code Section Component Information Required Location on Plans Building Department Notes LIGHTING CONTROLS (Section 1513) Completed and attached. Schedule with fixture types, lamps, ballasts, watts per fixture 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 overhead glazing _ {Indicate overhead glazing on plans 1513.4 |Display/exhib/special {Indicate separate controls 1513.5 |Exterior shut-off Schedule with type and features, indicate location (a) timer w/backup __| Indicate location 7 ty (b) photocell. Indicate location ~ 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 ma. Lighting Sum. Form [Elec motor efficiency |MECH-MOT or Equipment Schedule with hp, rpm, efficiency | if "no" is circled for any question, provide explanation: MANUAL SWITCH FoR LIGHTS Lighting Permit Plans Checklist 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 turning off all lights within the space. The controls shall be readily accessible, at the point of entry/exit, to personnel occupying or using the space. EXCEPTIONS: The following lighting controls may be centralized in remote locations: 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 allowed 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 timer, 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: 1. 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. Automatic 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 e) 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 shail be prepared and filed with the owner, Drawing notes shall require commissioning in accordance with this paragraph. Mechanical Summary MECH-SUM 2003 Washington State N idential Energy Cade Compliance Forms . Project Info Project Address Fs ZT TOWNSEND “TSU, Bork Date \O-\@-\D = TTO we \ For Building Dept. Use Applicant Name: MARK. SCO , Abdu Tecr Applicant Address: TAS LAN DERSON WAY, FAMWATE Applicant Phone: <2/4/9-P%\~ | ZO6 FBSXO™N Project Description 5.63% tl (5%' To. Beotrt _ Briefly describe mechanical - Ly TASC. ; system type and features. SPLIT YeTEM HEAT Pow? in (\2, saad 4 rik TOR. KICK HEATER £1500 wet G 20 BIU/i4e ) bird Includes Plans | Include documentation requiring compliance with commissioning requirements, Section 1416. Simple System © Complex System © Systems Analysis Compliance Option (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 projects without plans, fill in the required information below. Cooling Equipment Schedule Equip. Capacity” OSA CFM SEER ID Brand Name! Model No.' Btuh Total CFM | or Econo? or EER IPL? Location FUMTEy ob 12,000 (3 Heating Equipment Schedule Equip. Capacity” OSA cfm ID Brand Name‘ Model No.’ Btu/h Total CFM {| or Econo? | InputBtuh | Output Btuh | Efficiency‘ Fut oe 12000 APPROVED? Fan Equipment Schedule Equip. ID Brand Name’ Mode! No." CFM sp" HP/BHP | FI low Control? Location of Service A 4 ry it mit U | ‘ifavailable. ? As tested according to Table 14-1A through 14-1G. *Ifrequired. * COP, HSPF, 5 Efficiency, or AFUE, a applicable. ° Flow contro! types: variable air volume(VAV), constant volume (CV), or variable speed (VS). | Mechanical Summary (back) System Description of Simple System qualifications. See Section 1421 for full description MECH-SUM {f Heating/Cooling (_] Constant vol? [_]Aircooled? — [_] Packaged sys? | <54,000 Btuh or Cooling Only: + Split system? [7] Economizer included? SroOnienart if Heating Only: [] <5000 cfm? —_[] <70% outside air? 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 or Cooling Only Reference Section 1421 Econo Section 1423 Included? Yos—>) No Simple System Allowed No Reference Section 1420 2 Use Complex Reference Systems Section 1430 Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which Complex Systems Complex Systems requirements are applicable to this project. MECH-COMP Project Address W\ ] Date The following additional information is necessary to check a mechanical permit application for a complex For Building Department Use mechanical system for compliance 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 ; Indicate water economizer and provide calculations if 1433 1433 |Water Economizer Exception 2 is utilized 1434 |Separate air sys. Indicate separate systems on plans Indicate that simultaneous heating and cooling is prohibited, 1486 [Simut, hig. & cig. unless 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 If "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 > 225,000 Btuh?, Gas/Oil Fumace’ Yes St 1411,1 Intermittent Power Venting or Maximum Jacket 1412.6 Modulating or Controls Required ignition Device & | Damper, 0.75% Loss aged Combustian Air System Serving Muttiple Zones? apacity of Heating System > Yes Yes Yes Section 1431.1 Calculations of Total Section 1432.2 i Supply Air Reset On-Site Energy Input ha a patho & Ouput Required ‘on! quire: Section 1432.2 Hot Water Supply Temperature Reset Required | (continued on back) 2003 Washington State Nonresidential Energy Code Compliance Forms Motor Incl. in Eqpmt. Covr'd by Yes y Multi-speed Motd in Multi-speed system? Yes Section 1437 Motors Must Meet Efficiencies in Table 14-4 MECH-COMP Section 1436 60% Effective Heat Recovery Required Package Unit <54,000 Btuh? No Air-Side Ec Section 1433 Required —<i¢ Section 1435 Bystem or Zone Zone Contro!s Must wi Simultaneou: ‘Yes—p Reduce Supply Air Hig. & Cig.? Quantity Before Reheating/Recooling No- Application Section 1438 Involves Variable Variable Flow Flow? Devices Required No Section 1439.2 otal Bidg. Furs Exhaust > 15,000 cfm? Yes————_ > Section 1439,1 No Heating or Cooling for at Least 60% of Make-up Air One Required: a. 50% VAV Exhaust & b. c. . Constant Volume w/ Make-up < 50fpm Face Velocity 2003 Washington State Nonresidential Energy Code Compliance Forms MECH-MOT Project Address Fort Townsen aA Tell Beo}l_ Pate (0-18-10 Complete the following for all design A & B squirrel-cage, T-frame induction permanently wired polyphase motors from 1 hp to 200 hp having synchronous speeds of 3600, 1800 or 1200 rpm {unless one of the exceptions below applies). For Building Department Use nthe) K\ hn \ Va [ ho or \ : Motor | © \ \f Min.Nom. No. or Type Synch. Full load Location HP _ (open/ctosed) Description of Application or Use Speed Efficiency 1 mi = ran ll TUG L/ \ ke, ———E — — 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 4,200 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 1.5 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 87.5 875 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 speciat motor, such as an explosion- 15 89.5 91.0 90.2 90.2 91.0 90.2 proof motor). 20 90.2 91.0 91.0 90.2 91.0 90.2 4. Motors integral to a listed piece 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 92.4 91.7 been approved (i.e. if the only U.L. listing for the 40 91.7 93.0 93.0 91.7 93.0 93.0 equipment is with a less-efficient motor and 50 92.4 93.0 93.0 92.4 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 93.0 941 936 93.0 944 93.6 For motors claiming an exception, fist motor 100 93.0 94.1 04.1 936 045 044 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 2003 Washington State Nonresidential Ener: a » C Code Co 2003 Washington State Nonresidential Energy Code Compliance Forms tiance Form Pee FORT TONEND TOL POST H, Pfs tev. |" (4419-10 The following information is necessary to check a mechanical permit application for Credence with the mechanical requirements in the Washington State Nonresidential Energy Cade. f Applicability Code Location | Building Department (yes, no, n.a.) | Section {Component Information Required on Plans Notes HVAC REQUIREMENTS (Sections 1401-1424) 1411__|Equipment performance wa 1411.4 |Pkg. elec. hig.& clg. {List heat pumps on schedule eit i n SPEC “4 1411.1 |Minimum efficiency |Equipment schedule with type, capacity, efficiency SEES Fa) — 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 —_ 1412.3 |Humidity control Indicate hurnidistat a 1412.4 |Automatic setback [Indicate thermostat with night setback and 7 diff. day types ‘aon 1412.4.1 |Dampers Indicate damper location and auto. controls & max. leakage eens’ 1412.4.2 |Optimum Start Indicate optimum start controls ~ 1412.5 |Heatpump control | Indicate microprocessor on thermostat schedule ee 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 mig 1423 Economizers Equipment schedule 1413 {Air economizers 1413.1. |Air Econo Operation |Indicate 100% capability on schedule 1413.1 [Wr Econo Operation |Indicate 100% capacity at 45 degF db & 40 deg F wb 1413.2 [Water Econo Doc Indicate clg load & water econoe & clg tower performance 1413.3 [Integrated operation jIndicate capability for partial cooling 1413.4 |Humidification Indicate direct evap or fog atomization w/ air economizer 1414 |Ducting systems / 1414.1 |Duct sealing Indicate sealing necessary : 1414.2 |Duct insulation Indicate R-value of insulation on duct Z 1415.1 |Piping insulation Indicate R-value of insulation on piping 1416 Comp in Requirements th) Spee 1416.1&2 |Drawings & Manuals |Indicate requirement for record drawings and operation docs, a ae 1416.3.2 |Air Balancing Indicate air system balance requirements — 1416.3.3 |Hydronic Balancing |Indicate hydronic system balance requirements ow 1416.4 |Commissioning Indicate requirements for commissioning and prelim. Report uw 1424 |Separate air sys. Indicate separate systems on plans Mechanical Completed and attached. Equipment schedule with types, Wesel efficiency, cim, hp, economizer ATE! ions 1440-1454) f\__1440 {Service water htg. / 1441 Elec. water heater —_ [Indicate R-10 insulation under tank / 1442 |Shut-off controls Indicate automatic shut-off / 4 1443 | Pipe Insulation Indicate R-value of insulation on piping j 4 1452 |Heat Pump COP Indicate minimum COP of 4.0 / 1452 |Heater Efficiency Indicate poo! heater efficiency lew, oS a eS / 1453 | Pool heater controls _|Indicate switch and 65 degree control i |] } } 5 / 1454 |Pool covers Indicate vapor retardant cover at, | 1454 {Pools 90+ degrees Indicate R-12 pool cover 1 Hy / no" Ts circled for any question, provide explanation: tT ti 3 2003 Washington State Nonresidential Energy Code Compliance Forms ton State Nonresidential Energy Code Compliance Form Mechanical Permit Plans Checklist MECH-CHK Mechanical - General Requirements 1411.1 General: Equipment shall have a minimum performance at the specified rating conditions not 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 provisions for verification and challenge of equipment efficiency ratings, then the product shall be listed in the certification program. Gas-fired and oil-firad forced air furnaces with input ratings > 225,000 Btu/h (65 kW) shall also have an intermittent ignition or interrupted device (IID), and have either mechanical draft (including power venting) or a flue damper. A vent damper is an acceptable alternative to a flue damper for furnaces where combustion air is drawn from the conditioned space. All furnaces with input ratings > 225,000 Btufh (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 ifable. Where no appli 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 either an Energy FActor (EF) or a CAE of not less than the following: EF CAE < 50 gal storage 0.58 0.71 50 to 70 gal storage 0.57 0.71 > 70 gal storage 0.55 0.70 1411.4 Packaged Electric Heating and Cooling Packaged electric equipment providing both heating and cooling with a total cooling capacily greater man 20,000 Btu/h shall be a heat pump. Jr d equip it shaelters or cabinets used solely for parece wireless service facilities. 1442 Controls 1412.1 Temperature Controls: Each system shail 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 & 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 or 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 building energy analysis, heating and cooling thermostat setpoints are set to the same temperature between 70 degrees F and 75 degrees F inclusive, and assumed to be constant throughout the year. 3. Thermostats that require manual changeover between heating and cooling modes. 1412.3 Humidity Controls: 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 contro] setback or equipment shutdown during periods of non-use or alternate use of the spaces served by the system. The automatic controls 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 toad 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 intakes, 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 intakes. 3. Gravity {nonmotorized) dampers are acceptable in buildings fess than 3 stories in height. 4. Gravity (r ized) di $ are ptable in exhaust ang relief outlets in the first story and levels below the first story of buifdings 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 to desired occupied temperature levels I diately before _occupancy..The.control- h ase minimum, be a function of the difference bety i space atu gdorcupled setpoint and the amount of time prior to scheduled oc T4126 Heat Pimp Controls: Unitary air cooled heat 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 heat. Controls shall indicate when supplemental heating is being used through visual means (e.g., LED indicators). 1412.6 Combustion Heating Eq t 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. 1412.7 Balancing: Each air supply outlet or air or water terminal device shall have a means for balancing, including but not limited to, dampers, temperature and pressure test connections and balancing valves. 1413 Air Economizers 1413.1 Operation: Air economizers shall be of automatically modulating outside and return air dampers to provide 100 percent of the design supply air as outside air to reduce or eliminate the need for mechanical cooling. Water economizers shall be capable of providing the total concurrent cooling load served by the conneted terminal equipment lacking airside economizer, at outside air temperatures of 45°F dry-buib/40°F wet-bulb and below. For this calculation, all factors including solar and internal load shall be the same as those used for peak load calculations, 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 calculation. This exception is limited to a maximum of 20 tons per building. 1413.2 Documentation: Water economizer plans submitted for approval shall include the following information: 1. Maximum outside air conditions far which economizer is sized to provide full cooling, 2. Design cooling load to be provided by economizer at this outside ait condition. 3. Heat rejection and terminal equipment performance data including model number, flow rate, capacity, entering and leaving temperature in full economizer cooling mode. 1413.3 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 65,000 Btu/h and use nonintegrated economizer controls that preclude simultaneous operation of the economizer and mechanical cooling. 2. Water-cooled water chillers. 1414 Ducting Systems 1414.1 Sealing: Duct work which is designed 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 follows: 1. Static pressure: 1/2 inch to 2 inches; seai transverse joints. 2. Statle pressure: 2 inches to 3 inches; seal all transverse joints and longitudinal seams. 3. Static pressure: above 3 inches; seal all transverse joints, longitudinal seams and duct wall penetrations. Duct tape and other pressure sensitive tape shall not 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 constructed and function as part of the building envelope, by separating interior space from exterior space, shall meet all applicable requirements of Chapter 13. These requirements include insulation installation, 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 a minimum of R-7 and are not considered building envelope. Other outside air duct runs are considered building envelope until they, 4. connect to the heating or cooling equipment, or 2. are isolated from the exterior with an automatic shut-off damper complying with Section 1412.4.1. Once outside air ducts meet the above listed requirements, any runs within conditioned space shall 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 Zone that serves that zone. 1416 Piping Systems 1416.1 Insulation: Piping shall be thermally insulated in accordance 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) 1416 Completion Requirements {Refer to NREC Section 1416 and the Buliding ig , published by the Bi 9 ning A jation, for plet text and guidelines for building ion and issioning in ) q \«/n. Vote eee s Céll Ba GE N E R A L SH E E T IN D E X SH E E T NO . PL A N . N O . DE S C R I P T I O N GE N E R A L 1 GO 1 . 0 0 SH E E T IN D E X AN D VI C I N I T Y MA P 2E S G 0 2 0 0 0 KE Y S T O N E SU N D R Y SI T E PL A N 3 G0 3 . 0 0 PO R T TO W N S E N D SU N D R Y SI T E PL A N 42 2= S 0 1 KE Y S T O N E SU M M A R Y OF QU A N T I T I E S 5 $0 2 PO R T TO W N S E N D SU M M A R Y OF QU A N T I T I E S KE Y S T O N E SH E E T IN D E X OR A W I N G LE G E N D SH E E T NO , PL A N NO , DE S C R I P T I O N CI V I L 6 C0 2 . 1 0 CH A N N E L I Z A T I O N 7 ST R I P I N G PL A N 7 cU s _ i 0 SI T E PL A N 8 C0 3 - 1 1 PH A S I N G PL A N S$ C O 4 . 1 0 PA V I N G PL A N 10 . C0 4 . 1 1 PA V I N G DE T A I L AN D SE C T I O N S 11 . ‘ €0 6 . 1 0 SI T E PR E P PL A N 12 . c0 8 . 0 1 TE S C PL A N . AR C H I TE C T U R A L 13 A0 0 . 1 0 GE N E R A L NO T E S , AB B R E V I A T I O N S , DR A W I N G SY M B O L S , 14 AO I s 1 1 FL O O R PL A N S , EL E V A T I O N S 18 A0 3 < 1 1 TO L L B O O T H SE C T I O N S — 16 A0 5 . 0 1 EX T E R I O R DE T A I L S 17 "0 0 5 2 0 2 EX T E R I O R DE T A I L S 18 A0 5 . 0 3 EX T E R I O R DE T A I L S 19 06 . 0 1 CA S E W O R K DR A W I N G S 20 © A0 6 . 0 2 DE T A I L S i 40 6 . 1 1 CA S E W O R K DR A W I N G S 22 A0 6 . 1 2 CA S E W O R K DR A W I N G S — “S T R U C T U R A L | | 23 -s 0 0 1 0 GE N E R A L ST R U C T U R A L NO T E S I $0 1 . 1 0 . _— - FO U N D A T I O N PL A N $0 1 . 1 1 TO L L B O O T H SE C T I O N S AN D DE T A I L S . $0 1 . 1 2 TO L L B O O T H IN S T A L L A T I O N PL A N AN D DE T A I L S $0 1 . 1 3 “F R A M I N G PL A N I $0 1 . 1 4 FR A M I N G PL A N II _ $0 1 . 1 5 FR A M I N G PL A N II I $0 1 . 1 6 FR A M I N G DE T A I L S EL E C T R I C A L £0 1 . 0 0 EL E C T R I C A L SY M B O L S I £0 1 . 0 1 EL E C T R I C A L SY M B O L S II £0 1 . 0 2 EL E C T R I C A L AB B R E V I A T I O N S AN D NO T E S = 60 2 - 1 0 . EL E C T R I C A L SI T E PL A N - DE M O L I T I O N —s _ £0 2 . 1 1 PA R T I A L EL E C T R I C A L SI T E PL A N - DE M O L I T I O N | 36 «0 3 . 0 3 : TO L L BO O T H PL A N AN D EL E V A T I O N S 37 £0 3 . 4 0 EL E C T R I C A L SI T E PL A N 38 : €0 3 : 1 1 PA R T I A L EL E C T R I C A L SI T E PL A N 39 . £0 3 . 1 2 TO L L B O O T H AN D AT T I C PL A N S 40 £0 4 . 1 0 EL E C T R I C A L ON E - L I N E DI A G R A M - DE M O L I T I O N 41 £0 5 . 1 0 EL E C T R I C A L ON E - L I N E DI A G R A M — 42 £0 6 . 1 0 CO M M U N I C A T I O N CA B L E PL A N 43 . £1 8 . 1 0 CA B L E AN D CO N D U I T SC H E D U L E I 44 £1 8 . 1 1 CA B L E AN D CO N D U I T SC H E D U L E II £1 8 . 1 2 CA B L E AN D CO N D U I T SC H E D U L E II I PE R M I T SU B M I T T A L PO R T TO W N S E N D SH E E T IN D E X SH E E T NO . PL A N NO . Q E S C R I P T I O N a In ty {I E Wi Ie CI V I L D 7 46 02 . 2 0 CH A N N E L I Z A T I O N / ST R I P I N G PL A N | 47 C0 3 . 2 0 SI T E PL A N NP T 94 48 (C 0 3 . 2 1 PH A S I N G PL A N I UU i oe 49 03 . 2 2 PH A S I N G PL A N II 50 = C0 3 . 2 3 PH A S I N G PL A N II I YS -- 51 C€ 0 4 . 2 0 PA V I N G PL A N 52 . C0 4 . 2 1 NO T US E D 53 06 . 2 0 SI T E PR E P PL A N 54 C0 8 . 1 1 TE S C PL A N AR C H I T E C T U R A L 6 * 55 AQ 0 . 2 0 GE N E R A L NO T E S , AB B R E V I A T I O N S , DR A W I N G SY M B O L S , DR A W I N G LE G E N D *. 56 ~— AO L . 21 FL O O R PL A N S , EL E V A T I O N S ’, 57 —A 0 2 . 2 1 NO T US E D 4 58 A0 3 . 2 1 BU I L D I N G SE C T I O N S , WI N D O W AN D DO O R SC H E D U L E “ 59 A 0 S . 0 1 EX T E R I O R DE T A I L S v 60 A 0 5 . 0 2 EX T E R I O R DE T A I L S 61 A0 5 . 0 3 EX T E R I O R DE T A I L S PR O J E C T 62 A0 6 . 0 1 CA S E W O R K DR A W I N G S LO C A T I O N 63 A0 6 . 0 2 DE T A I L S —— 64 A 0 6 . 2 1 CA S E W O R K DR A W I N G S LA T : 48 ° 0 6 ’ 50 " ' N 65 AQ 6 . 2 2 CA S E W O R K DR A W I N G S LO N G : 1 2 2 ° 4 5 ° 37 ° W NO T IN PE R M I T SE T ST R U C T U R A L 66 $0 0 . 2 0 GE N E R A L ST R U C T U R A L NO T E S I 67 $0 1 . 2 0 TO L L B O O T H PA R T I A L PL A N AN D SE C T I O N 68 $0 1 . 2 1 TO L L B O O T H SE C T I O N S AN D DE T A I L S . 69 $0 1 . 2 2 TO L L B O O T H IN S T A L L A T I O N PL A N AN D DE T A I L S 70 $0 1 . 2 3 FR A M I N G PL A N I 71 -S 0 1 . 2 4 FR A M I N G PL A N II RE V I E W E D FC 72 . $0 1 . 2 5 FR A M I N G PL A N II I 73 $0 1 . 2 6 TO L L B O O T H IN S T A L L A T I O N PL A N AN D DE T A I L S CO M P EL E C T R I C A L 75 El EL E C T R I C A L SY M B O L S I 76 EL E C T R I C A L SY M B O L S II 77 EL E C T R I C A L AB B R E V I A T I O N S AN D NO T E S 76 . EL E C T R I C A L SI T E PL A N - DE M O L I T I O N 79 EN L A R G E D EL E C T R I C A L SI T E PL A N - DE M O L I T I O N 80 EN L A R G E D CO M M U N I C A T I O N S SI T PL A N - DE M O L I T I O N NO T I C E : Pl a n s ar e ap p r o v e d . e x c e p t i n g 81 EN L A R G E D PL A N EL E C T R I C A L EN C L O S U R E - a er r o r s OF om i s s i o n . Al l wo r k mu s t > 82 EL E C T R I C A L SI T E PL A N 83 £0 3 . 2 1 EN L A R G E D EL E C T R I C A L SI T E PL A N B8 4 £0 3 . 2 2 EN L A R G E D CO M M U N I C A T I O N S SI T E PL A N 85 03 . 2 3 EO OU T S I D E ST R U C T U R E “8 6 . £0 3 . 2 4 TO L L B O O T H AN D AT T I C PL A N S 87 £0 3 . 2 5 TO L L B O O T H EL E V A T I O N S - 88 £0 4 . 2 0 EL E C T R I C A L ON E - L I N E DI A G R A M - DE M O L I T I O N "8 9 £0 5 . 2 0 EL E C T R I C A L ON E - L I N E DI A G R A M 90 ° “£ 1 4 . 2 0 TO L L B O O T H DE T A I L S 81 £1 8 . 2 0 CA B L E AN D CO N D U I T SC H E D U L E IV ME C H A N I C A L 92 —- M 0 1 . 2 0 ME C H A N I C A L PL A N S AN D SE C T I O N S ( C E N C L Y OE O ) 4 Bi o AN A C O R T E S C5 PR O J E C T LO C A T I O N So r e l FE L L no u a LA T : 48 ° 0 9 ’ 33 ° ' N LO N G : 1 2 2 ° 4 0 ' 1 4 ’ ' W F. 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PE R SU B M I T T A L =, SC A L E 1° = 20 ° FI L E NA M E : g: \ p r o j \ p t \ 0 9 w l 5 3 _ x 1 3 4 9 2 _ t o l |l b o o t h _ r e l o c a t e \ p e \ p e _ p d \ p l a n s \ 9 0 % \ 0 9 w 1 5 3 c 0 2 -2 0 . d l V PR I N T E D ? 11 : 1 9 : 1 4 AM 10 / 2 1 / 2 0 1 0 _ fe a s t en i n t e o ev s FE D . AI D a. KE Y S T O N E AN D PO R T TO W N S E N D C0 2 . 2 0 SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 mo r in PR O J . N O . 7/ 7 DE S I G N E D BY : K. PA T T E R S O N 10 / 2 1 / 2 0 1 0 a WA - 2K We FE R R Y TE R M I N A L S SH E E T EE R E ey e tM 16 / 2 1 / 2 0 3 0 ae oa NE W TO L L B O O T H AN D RE L O C A T I O N CH E C K E D BY : 10 7 2 1 7 2 0 1 0 10 [W A S H Wa s h i n g t o n St a t e OF MA R PR O J EN G R : L. PA R R I O T T 10 7 2 1 7 2 0 1 0 Oo W 1 S 3 o| De p a r t m e n t of Tr a n s p o r t a t i o n AS S T SE C R E T A R Y : 0. MO S E L E Y RE V I S I O N DA T E [B Y ] QO x K K X SH E E T S T. 3 0 N . R . 1 W . W . M . | PO R T TO W N S E N D l [e e i el | | TE R M I N A L BU I L D I N G | ; | | | | < : | | 7 | of : | , , | | — : | | , i } | 1S b ic _ i ce t as Ge ae Ce a er Re t aa r t i Be = Al odd . F it a ~ as SV 2% | e oA BE G I N PR O J E C T | & ST A F9 + 9 5 . 3 9 | bs N Al 1 7 4 1 . 2 3 | ~ Sy Ve th E 11 6 9 6 0 6 . 8 1 | PO R T TO W N S E N D AZ ea a 8 N 41 1 6 0 7 . 2 9 7 “4 N me SP S T SE s ws HO L D I N G LA N E S “4 ° —S — S = = et r e wh ge e * ° fe } fo ) ° i \ AS > ar br fo ) fe ) 5 ° wm fo ) ° oO oO = 2) fo ) re l Ce + + + + + + e = = ye 2 an = 2 re G a ee wo <i ve br e : A 5 : ‘ — @ @ \ (3 ) Ty ° yy © \ Sv A’ Ss An \ AK Ce —— — — \ EN D PR O J E C T EX I S T I N G CO N T R A C T O R ST A F1 4 + 0 0 TO L L B O O T H S ST A G I N G AR E A N a LO TE TT A Te RT S a Se y re n e Rt ee nn a en ne cn c en n nn ee en n a ee en a ee ee ee e ee e LT T Re eT A NT E ES NN EE S Ae E Se Oo ee e T \ PO R T TO W N S E N D ‘, \ \ \ \ \ \ \ —— a : —_ _ _ \ _ _ _ - \ \ \. YL se c a ’ NA D 83 / 9 1 aa S| PE R M I T SU B M I T T A L ~— s SC A L E 1” = 50 ° RA T E g: \p r o j \ p t \ 0 9 w 1 5 3 _ x 1 3 4 9 2 _ t o l De o ee ee ae ee KE Y S T O N E AN D PO R T TO W N S E N D C0 3 . 2 0 31 1 2 1 9 2 2 8 AM 10 / 2 1 / 2 0 1 0 _| t a s t pr i n t e o ay y < yO SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 or i n PR O J . N O . 7/ FE R R Y TE R M I N A L S DE S I G N E D BY : K. PA T T E R S O N 10 7 2 1 7 2 0 1 0 * WA - / d SH E E T EN T E R E D BY : M. MO R I N 10 7 2 1 7 2 0 1 0 RE G I O N NO ST A T E NE W TO L L B O O T H AN D RE L O C A T I O N CH E C K E D BY : 10 7 2 1 7 2 0 1 0 10 [W A S H Wa s h i n g t o n St a t e OF . JO B NU M B E R e MA R PR O J EN G R : £. PA R R I O T T ee 09 W 1 5 3 o| De p a r t m e n t of Tr a n s p o r t a t i o n SI T E PL A N BB SR oe CO N T R A C T WO . va T E WA S H I N G T O N ST A T E FE R R I E S SH E E T S AS S T SE C R E T A R Y : D0 . MO S E L E Y RE V I S I O N DA T E | BY ] QO Q * * K K | PH A S E le : * PL A C E TR A F F I C CO N T R O L & TE S C . T. 3 0 N . R . 1 W . W . M . * PL A C E VA U L T AN D CO N D U I T S TO TR E S T L E . * RE M O V E SI D E W A L K . * LO W E R EX I S T JB ’ S NE A R SI D E W A L K . %* RE P L A C E JU N C T I O N BO X . %* PL A C E HM A IN FO R M E R SI D E W A L K LO C A T I O N . PE R P E N D I C U L A R CU R B RA M P %* PL A C E CO N C R E T E CU R B AN D GU T T E R . %* PL A C E PA R T I A L CO N C VE H I C L E PA D . L % PL A C E JB ’ S SO U T H OF NE W RT LA N E . an % TR E N C H CO M M . CA B L E AN D PO W E R TO PH A S E I JU N C T I O N BO X E S . 10+00.00 [-F 11+00.00 —F 12+00.00 r-F 13+00.00 TO L L B O O T H *1 EX I S T LO C A T I O N RE M O V E D \ (4 7 YY I ) \ \Y sf a RE P L A C E JU N C T I O N BO X aN Se VL E LL L LL L L L L L L LL L be J Ce s =f ie ii i PL A C E HM A . RE M O V E SI D E W A L K KC E CO N C PL A C E HM A CU R B & GU T T E R TO L L B O O T H *1 FI N A L f eo LO C A T I O N CO N C VE H I C L E SL A B a ; _f —= ; a f A / — i a i | PE R M I T SU B M I T T A L —. FI L E NA M E : g: \ p r o j \ p t \ 0 9 w 1 5 3 _ x 1 3 4 9 2 _ t o l |b o o t h _ r e l o c a t e \ p e \ p e _p d \ p l a n s \ 9 0 % \ 0 9 w 1 5 3 c 0 3 _ 2 1 . d l ¥ PR I N T E D : 11 : 1 9 : 4 2 AM 10 / 2 1 / 2 0 1 0 _ [l a s t er i n r e o ev s FE D . A I D rN KE Y S T O N E AN D PO R T TO W N S E N D C0 3 . 2 1 SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 wo r i n PR O J . N O . 7 DE S I G N E D BY : K. PA T T E R S O N 10 / 2 1 / 2 0 1 0 *- WA - We FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 1 / 2 0 1 0 ) RE G I O N NO ] ST A T E NE W TO L L B O O T H AN D RE L O C A T I O N CH E C K E D BY : 10 7 2 1 7 2 0 1 0 10 WA S H Wa s h i n g t o n St a t e OF MA R PR O J EN G R ” L. PA R R I O T T 10 7 2 1 7 2 0 1 0 jo w i e s De p a r t m e n t of Tr a n s p o r t a t i o n PH A S I N G PL A N I PM & EN G R MN G R : N. MC I N T O S H CO N T R A C T NO . Te WA S H I N G T O N ST A T E FE R R I E S SH E E T S 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 |B Y | QO Q x K E * PH A S E 2: % RE L O C A T E SH I F T TR A F F I C CO N T R O L . T. 3 0 N . R . 1 W . W . M . % PL A C E EL E C T . & CO M M . FO R TO L L B O O T H *1 , TE M P O R A R Y LO C A T I O N . % RE L O C A T E EX I S T TO L L B O O T H #1 . * RE M O V E TO L L B O O T H . * CO N S T R U C T TO L L B O O T H *2 FO U N D A T I O N & VE H I C L E PA D . %* CO M P L E T E EL E C T R I C A L & CO M M U N I C A T I O N CO N N E C T I O N TO TO L L B O O T H *2 . %* CO N S T R U C T VE H I C L E PA D FO R FI N A L TO L L B O O T H *1 . %* PO U R HM A AT TO L L B O O T H #2 LO C A T I O N . A. PA R A L L E L / TY P E A) C U R B RA M P CA M S 47 \ RE M O V E PE R P E N D I C U L A R CU R B RA M P —— ~ % RE M O V E CR O S S W A L K S & PE R P E N D I C U L A R CU R B RA M P . _ ~ . \ / \ * PL A C E NE W & RE L O C A T E EX I S T I N G SI G N S , AN D MI S C . IT E M S ON TO L L B O O T H #2 . | | RE M O V E CR O S S W A L K : a @ YR : CO N S T R U C T TO L L B O O T H #2 ) 1 ‘ CO N S T R U C T TO L L B O O T H : #2 FO U N D A T I O N 8 — 2 \ g 8 : : : : : S : = g CO N S T R U C T TO L L B O O T H #2 o ; VE H I C L E PA D ‘ uw uw r ‘ L F- L I N E _ ; a |_ — — | ¥ a a ey 1 — RE M O V E TO L L B O O T H #2 | ' | XI S T I N G LO C A T I O N Cc ) TE M P O R A R Y LA N E LI N E TO L L B O O T H ‘# 1 - lo a TE M P O R A R Y LO C A T I O N ee , LS hi l l ? da ON —_ — — oO De a Wf RE M O V E CR O S S W A L K == OF S LZ Z My , OD | — = = © . WS | x J \4 a . CO N S T R U C T FI N A L TO L L B O O T H * FO U N D A T I O N i i | | NO T E S : 1. CO N T R A C T O R MU S T PR O V I D E PE D E S T R I A N | AC C E S S TO TE M P TO L L B O O T H *1 . | | 2. TO L L B O O T H *2 WI L L RE M A I N OP E N UN T I L PE R M I T S BM I T T A L TE M P O R A R Y TO L L B O O T H #1 IS OP E R A T I O N A L . | 0 10 20 SC A L E 1” = 20 ° FI L E NA M E : g: \ p r o j \ p t \ 0 9 w 1 5 3 _ x 1 3 4 9 2 _ t o l |b o o t h _ r e l o c a t e \ p e \ p e _ p d \ p ! a n s \ 9 0 % \ 0 9 w 1 5 3 c 0 3 .2 2 . d l y PR I N T E D : 12 : 2 1 : 2 5 PM 10 / 2 1 / 2 0 1 0 __ Ju s t en i n r e o ev ] FE D . AI D >. KE Y S T O N E AN D PO R T TO W N S E N D C6 3 . 2 2 SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 je r s e n t PR O J . N O . DE S I G N E D BY : K. PA T T E R S O N 10 / 2 1 / 2 0 1 0 2 WA - 2% \/ / J FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 1 / 2 0 1 0 RE G I O N NO ] ST A T E NE W TO L L B O O T H AN D RE L OC A T ] ON CH E C K E D BY : 10 / 2 1 / 2 0 1 0 10 [W A S H Wa s h i n g t o n St a t e oF MA R PR O J EN G R : L. PA R R I O T T 10 7 2 1 7 2 0 1 0 30 8 NU M B E R . PM & EN G R MN G R : N. MC I N T O S H O2 W 1 5 3 . ee a ee PH A S I N G PL A N II 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 |[ B Y | QQ x k K K SH E E T S PH A S E 33 T. 3 O N . R . 1 W . W . M . NO T E S : * SH I F T TR A F F I C TO TO L L B O O T H *2 . 1. TO L L B O O T H *3 WI L L BE OP E R A T I O N A L PR I O R TO MO V I N G TE M P TO L L B O O T H #1 % PL A C E CO M M . & PO W E R TO TO L L B O O T H *1 FI N A L LO C A T I O N . ra ee TO L L B O O T H #1 FI N A L LO C A T I O N . * FI N I S H VE H I C L E PA D TO L L B O O T H FI N A L LO C A T I O N . % RE L O C A T E TO L L B O O T H #1 TE M P . LO C A T I O N TO TO L L B O O T H #1 FI N A L LO C A T I O N . % CO M P L E T E EL E C T R I C A L & CO M M U N I C A T I O N HO O K U P S TO TO L L B O O T H *1 FI N A L LO C A T I O N . % CO M P L E T E FI N A L ST R I P I N G CO N F I G U R A T I O N & RE M O V E TE M P O R A R Y LA N E LI N E S , SE E SH E E T CO X . X X . RE M O V E PE R P E N D I C U L A R CU R B RA M P PA R A L L E L TY P E A CU R B RA M P , | j q d - 1 oy ) EU L A C E = RE M O V E CR O S S W A CR O S S W A L K ee s N= al 8 8 — 8 3 8 TO L L B O O T H #2 am a n 8 } * = RE M O V E CR O S S W A a ) pe u = = i ra p e | : yu TE M P LA N E LI N E S ‘ PY CO ) TE M P TO L L B O O T H *1 s ~ oN —_ —_ | Le . i —_ - —— — — — — ae ) — ad SS u == 0 a = = —> - - — — WO ae Le y ' Y \ > : 4 YX © | | WS | —— : ia m ca p e aa e e a \ a on e | —_ — ee CO N S T R U C T FO U N D A T I O N AN D RE L O C A T CB O O T H *1 —— ee FI N I S H VE H I C L E PA D TO L L B O O T H “1 FI N A L LO C A T I O N ee FI N A L TO L L B O O T H *1 a ee ee | —— — — PE R M I T ) == . | SC A L E 1” = 20 ° FI L E NA M E : g: \ p r o j \ P T \ O 9 W 1 5 3 _ X L 3 4 9 2 _ T o l |b o o t h _ R e l o c a t e \ P E \ P E _P D \ P 1a n s \ 9 0 % \ 0 9 w 1 5 3 c 0 3 _ 2 3 . d I V PR I N T E D : 12 : 2 1 : 5 1 PM 10 / 2 1 / 2 0 1 0 _| u s s t er t n t e o ar s FE D . A I D rN KE Y S T O N E AN D PO R T TO W N S E N D C0 3 . 2 3 SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 je n s e n t PR O J . N O . DE S I G N E D BY : K. PA T T E R S O N 10 / 2 1 / 2 0 1 0 %- WA - 2K 7/ 7 FE R R Y TE R M I NA L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 1 / 2 0 1 0 RE G I O N NO ] ST A T E CH E C K E D BY : 10 / 2 1 / 2 0 1 0 10 _ _ | W A S H rs Wa s h i n g t o n St a t e NE W TO L L B O O T H AN D RE L O C A T I O N oF MA R PR O J EN G R : L. PA R R I O T T 10 / 2 1 / 2 0 1 0 JO B NU M B E R + 4 ee au s : ee PH A S I N G PL A N II AS S T SE C R E T A R Y : 0. MO S E L E Y RE V I S I O N DA T E |B Y | OQ x K K K H SH E E T S T.30N.R.1W.W.M. END PARALLEL TYPE A RAMP F12+16.29 (24.00° LT & 32.92’ BEGIN PARALLEL TYPE A RAMP F11+90.29 (24.03° al _— LT & 32.83" LT) BEGIN HMA PAVING F12+00.28 (8.88 RT & 8.07’ RT) NOTES: PLAN F-10.21-Ol. F-10.21-01. LEGEND: VA HMA 1. COMPACT SUBGRADE USING METHOD B PER STANDARD SPECIAL PROVISIONS 2-03.3(14)C. 2. FOR CONCRETE CURB SEE ‘’CEMENT CONCRETE CURB” IN STANDARD 3. FOR CONCRETE AND GUTTER SEE “CEMENT CONRETE TRAFFIC CURB AND GUTTER’ IN STANDARD PLAN XQ) SELECTED MATERTAL AREA fo) fo) fo) END HMA PAVING ro) ° ° Frees a3 — ro) F12+05.00 (1.00° RT, ro) * ra ' : 11.50’ RT, 20.00° RT ° ro) ro) (8.06' RT & 19.06’ RT) ro) oe id S = & 32.06’ RT) 2 a + + + = 4 CEMENT CONCRETE s ~ VEHICLE PAD w uw SEE SHEET SOX.XxX om w 1 | | — | , —e BEGIN HMA PAVING END _HMA PAVING EXTEND CONC. CURB & GUTTER (P.O.C.) CONC. CURB & GUTTER P.R.C. \ F12+14.00 (11.50° RT & 20.00" RT) © F10+75.12 (32.23 RT) F10+92.22 (35.24° RT) Y eZ oo N v— aa Bp (7 (| - j % v 50’ RADIUS Y) c a YY CC \ La . * AN OSs AY = ‘ \ © \ i 4 \ ° — Eh SR Wh Gh OR, WS. SE be BE, EU, WEE. ER ET oh A TR wT SV ASE M7 oH. wD A CA WR, “SS SHA. Th. : —— V . 4 ‘\ ne —— END HMA PAVING — F12+39.55 (31.93 RT & 39.09" RT) BEGIN CONC CURB & GUTT "END HMA PAVING / END aa GuRE & ae : = pa eve eee | / _ F11+64.29 (31.93 RT & 38.98" RT) \ F12+39.55 (39.09° RT) if F10+57.45 (35.58° RT ie, BEGIN HMA PAVING / GEMENT_CORCEETE —— ae Fl2+00.28 END SELECTED MATERIAL VEHICLE PAD (19.07' RT .26' RT) F12+39.55 (41.09) / SEE SHEET SOX.XX aaa & 26.26 BEGIN SELECTED MATERIAL, / = F10+61.00 (43.03°//RT) BEGIN HMA PAVING F11+89.29 (31.93 RT & 38.98" RT) Mitt HT PERMIT|SUBMITTAL =. SCALE 1” = 20’ FILE NAME: g:\proj\pt\09w153_x13492_tol |lbooth_relocate\pe\pe_pd\p | ans\90%\09w153c04 _20.d1 PRINTED: 11:20:18 AM 10/21/2010 Just eatwteo evs FED.AID a. KEYSTONE AND PORT TOWNSEND C04.20 SUBMITTAL DATE: 10/21/2010 erin PROJ.NO. DESIGNED BY: K. PATTERSON 10/21/2010 2 WA- 2K \// J FERRY TERMINALS SHEET ENTERED BY: M. MORIN 10/21/2010} REGION NO] STATE ENTEREDLG Ts aware Soa He Washington State NEW TOLLBOOTH AND RELOCATION . MAR PROJ ENGR: L. PARRIOTT 1072172010 JOB NUMBER - PM & ENGR MNGR? 09W153 Department of Transportation N. MCINTOSH CONTRACT NO. ni PAVING PL AN ASST SECRETARY: OD. MOSELEY REVISION DATE [BY] QOxe* WASHINGTON STATE FERRIES SHEETS ML L W ‘8 3 - ' O 1 SA W C U T SI D E W A L K T. 3 0 N . R . 1 W . W . M . FO R PE R P E N D I C U L A R CU R B RA M P 12 + 1 4 . 9 7 (2 4 . 5 9 ° BE G I N RE M O V E CR O S S W A L K RT ) F1 2 + 1 9 . 9 5 (2 0 ° LT ) BE G I N RE M O V E SI D E W A L K F1 1 + 8 9 . 0 0 (2 4 . 3 ° LT ) EN D RE M O V E SI D E W A L K F1 2 + 2 6 . 5 5 (2 4 . 0 9 ° LT ) NO T E S : 1. SE E EL E C T R I C A L DE M O L I T I O N DR A W I N G S FO R RE M O V A L OF EL E C T R I C A L EQ U I P M E N T AN D UT I L I T I E S . 2. RE M O V E TO L L BO O T H , FO U N D A T I O N € BU L L N O S E AN D NE U D R S MI S E L L A N E O U S IT E M S LE G E N D : SL A RO A D W A Y EX C A V A T I O N LI M I T S BE G I N RE M O V E CR O S S W A L K F1 1 + 8 9 . 7 0 (2 0 ° LT ) i EN D RE M O V E CR O S S W A L K c F1 1 + 9 0 . 2 2 (9 ° RT ) : F1 2 + 2 0 (9 ° RT ) ' { RO A D W A Y EX LI M I T Z F1 1 + 6 4 . 2 9 (0 . 0 3 3 ’ RT & 31 . 1 7 RT ) Ms i i ol l 7 1 jo ; i 1 1 ; i 5 oO ! 4 = Sc , RS I S i a“ ms > % EN D RO A D W A Y EX LI M I T — _ } 1 F 9. 5 4 ' 5 11 . 5 0 ’ RT & 20 . 0 0 ’ RT ) Ls | IL — y fi I i | i oe ) i 5 ee - t i wi t s 15 . 5 Ae = f _ 7 _ —— a e w Gi l te st st a st a la ea es a <f SF — st me r e ad i Ny g m na t e ne r st l st e e i t t at t e na t e AO T C MG $= —$ — - — $2 $= ee Se t e Pe e t e Se c t te d _ on oi d ee ee ee s ee ee ee ee a ee Ba t Re t e me l e e ~ y mo a a 6 eX a a BP E 6 8 8 SE SS mE RB ER =S 5 = = $ — 4 + 5 — XN . | — J \ ot 5 © y \ \3 % % * ee | i an a — = — —_ | | Z ~ as SS —— en ey en ED Ca e n Ra m e e (7 3 —\ —> =a a 7 / / f EN D RO A D W A Y EX —n e n e ‘ BE G I N RO A D W A Y EX 2 F1 2 + 3 9 . 5 5 ° . SA W C U T SI D E W A L K a ae eN O RE M O V E CO R T ? aT EN D RE M O V E CO N C SI D E W A L K on + 05 | [ x a ee os ce c e RE M O V E TO L L B O O T H , FO U N D A T I O N | e ; ae AN D BU L L N O S E / | | — » RE M O V E AN D RE L O C A T E MH H W pi a e i o a e di s " R7 1 f | i | CF TO L L B O O T H & BU L L N O S E : ‘ j F1 1 + 9 6 . 4 9 (1 5 ° RT ) \ 3 _- B E G I N RE M O V E GO R E ST R I P E EN D RE M O V E GO R E ST R I P E FE SU B M I T T A L ™ “m m co u p e ex iu i RO A D W A Y EX LI M I T } i sa e 3 F1 2 + 0 5 . 0 0 (0 . 8 3 RT & 11 . 5 0 " RT ) RO A D W A Y EX LI M I T 0 10 20 | | F1 2 + 0 5 . 0 0 SC A L E 1” = 20 ° PH ] (2 0 . 8 0 ' RT & 32 . 0 0 ’ RT ) FI L E NA M E : g: \ p r o j \ p t \ 0 9 w 1 5 3 _ x 1 3 4 9 2 _ t o l |b o o t h _ r e l o c a t e \ p e \ p e _ p d \ p la n s \ 9 0 % \ 0 9 w 1 5 3 c 0 6 -2 0 . d l ¥ PR I N T E D : 11 2 2 1 2 1 6 AM 10 / 2 1 / 2 0 1 0 _| t a s t pr i n t e o ay s FE D . 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CO N T R A C T O R SH A L L CO N T A I N AN D CO L L E C T SL U R R Y GE N E R A T E D FR O M SA W C U T T I N G OP E R A T I O N S TO PR E V E N T IT FR O M EN T E R I N G WA T E R S OF TH E ST A T E . a 4. TA C K IN EX C E S S NE E D E D FO R TH E DA Y ' S PA V I N G ‘ i vA 4 a OP E R A T I O N SH A L L NO T BE AP P L I E D . ) i ‘a i ; ~~ A fj NS T A L L IN L E T PR O T E C T I O N — i / / iA a y, % - ae i. if ; 7 IS = i y N i > B ; 1 tk ; cn a4 = { : +5 a ot , 2 8 8 CO = oY nd ° ° i fo } if ° BY ; e if = “ i 9 il - e i = i . a 4 BL EN E D ‘ i : ! \ 4 I IN S T A L L IN L E T i IN S T A L L IN L E T fa 4 PR O T E C T I O N % PR O T E C T I O N if i CO i * - Sl ES EL ) : 3 f z a lo g 1 : J &\ aa d WO FE , ny # I C \ \ pS —S I — —S I — - —$ I — Pn ae ET me eS Te Pm me GT me Te ST me GT me ST me ST ST ST me Sm ST SE Gf GT ST me me Te GT ST ST ST mT —5 T — — 51 — ST —3 I — —s $ t — —$ t — ce r s st p s e c c g p s n t s a r e ar e s ag e n YE S Cf —S l — —S I — ti m mi t t e d BG T SE mm me SF SP me ST me me SP ST SY Fs t y a ee la a a a aN aS OR Ss an Va * ra | | Ve c \ \ - $ © 4a | | i \, of | A of mo t a - a = 2 => A - iN =" = 5 | og a a F% _ ni { 2 I i GY AG ST A 10 + 6 6 . 8 8 ec , 4 BE G I N ST R A W WA T T L E a wy / ST A 12 + 7 1 . 6 7 yf EN D ST R A W WA T T L E A a IN S T A L IN L E T ee | PR O T E C T I O N ie ee —— — _ — — — = | ro ) 10 20 SC A L E 1” = 20 ° Fa s IT SU B M I T T A L FI L E NA M E : gz : \ p r o j \ p t \ 0 9 w 1 5 3 _ x 1 3 4 9 2 _ t o l |l b o o t h _ r e l o c a t e \ p e \ p e _ p d \ p l a n s \ 9 0 % \ 0 9 w 1 5 3 c 0 8 -1 l l . d l y PR I N T E D : 11 2 2 1 2 2 9 AM 10 / 2 1 / 2 0 1 0 __ | u a s t pr i n t e o av s FE D . A I D il , KE Y S T O N E AN D PO R T TO W N S E N D C0 8 . 1 1 SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 fo r in PR O J . N O . K | CR S T R E R S D N B Y ¢ 10 7 2 1 7 2 0 1 0 = WA - \/ / 4 FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 1 / 2 0 1 0 RE G I O N NO ] ST A T E CH E C K E D BY ? 10 7 2 1 7 2 0 1 0 10 _ | W A S H - NE W TO L L B O O T H AN D RE L O C A T I O N WA R PR O J EN G R Wa s h i n g t o n St a t e oF ?L . PA R R I O T T 10 7 2 1 7 2 0 1 0 JO B NU M B E R . PM & EN G R MN G R : 09 W 1 5 3 De p a r t m e n t of Tr a n s p o r t a t i o n ?N . MC I N T O S H ee r e a c t a a . Se a ea TE S C PL A N AS S T SE C R E T A R Y : D0 . MO S E L E Y RE V I S I O N DA T E |B Y | OQ # K K WA S H I N G T O N ST A T E FE R R I E S SH E E T S GE N E R A L NO T E S 1. AL L WO R K SH A L CO N F O R M TO AP P L I C A B L E BU I L D I N G CO D E S AN D OR D I N A N C E S . WH E R E MO R E TH A N ON E CO D E OR OR D I N A N C E CO N F L I C T WI T H EA C H OT H E R , TH E MO R E RE S T R I C T I V E CO D E SH A L L GO V E R N . DR A W I N G SY M B O L S DR A W I N G TI T L E 2. TH E CO N T R A C T O R SH A L L VE R I F Y AL L EX I S T I N G CO N D I T I O N S AT TH E SI T E On e AN D SH A L L NO T I F Y AR C H I T E C T / E N G I N E E R IM M E D I A T E L Y OF AN Y a UN C E R T A I N T I E S OR DI S C R E P A N C I E S WI T H TH E DR A W I N G S . rT { \ I 3. TH E CO N T R A C T O R SH A L L VE R I F Y TH E LO C A T I O N S OF AL L UT I L I T I E S AT TH E SI T E , an | DE T A I L PR O T E C T TH E M FR O M DA M A G E AN D RE P O R T AN Y DI S C T R P A N C I E S WI T H TH E DR A W I N G S . —- - PR O J EC T I N F OR M A T I ON 4. TH E CO N T R A C T O R SH A L L IN S U R E TH E HE A L T H AN D SA F E T Y OF TH E PU B L I C 1 — AN D AL L WH O EN T E R TH E BU I L D I N G DU R I N G CO N S T R U C T I O N . 40 2 . 0 1 y ea m OW N E R : 5. TH E CO N T R A C T O R SH A L L VE R I F Y AN D CO O R D I N A T E TH E WO R K OF SU B C O N T R A C T O R S 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 AN D AL L DR A W I N G S PR I O R TO PR O C E E D I N G WI T H AN Y WO R K OR FA B R I C A T I O N . an EL E V A T I O N 6. DR A W I N G S SH A L L NO T BE SC A L E D . NO T I F Y TH E AR C H I T E C T / E N G I N E E R <( )» AD D R E S S : IM M E D I A T E L Y OF AN Y CO N F L I C T S . a, 13 0 1 WA T E R ST R E E T 7. TH E CO N T R A C T O R SH A L L BE RE S P O N S I B L E FO R CO N S T R U C T I O N OF ME C H A N I C A L PO R T TO W N S E N D , WA 98 3 6 8 AN D EL E C T R I C A L WO R K AS RE Q U I R E D TO AC C O M M O D A T E CO N S T R U C T I O N AN D SH A L L oo r ) DO O R NU M B E R PR O V I D E AL L NE C E S S A Y SH A F T S , OP E N I N G S , BA S E S AN D ST R U C T U R A L SU P P O R T FO R DU C T S , CO N D U I T S AN D EQ U I P M E N T . LE G A L DE S C R I P T I O N : 8. DI M E N S I O N S ON PL A N S AR E FA C E OF ST U D , CE N T E R OF CO L U M N , CE N T E R OF G) MI S 0 O N RU N G E PO R T TO W N S E N D O. T . , BL K 13 , LO T S 1- 8 3 TL MU L L I O N OR FA C E OF CO N C R E T E UN L E S S OT H E R W I S E NO T E D . DI S T . 70 , 71 & PT N DI S T . 67 3 LS TA X 20 . PT 9. LA B O R A T O R Y TE S T I N G AN D IN S P E C T I O N RE Q U I R E D FO R AL L EA R T H W O R K CO N P A C T I O N , FE R R Y TE R M I N A L SI T E WE L D I N G , HI G H ST R E N G T H BO L T I N G AN D AL L ST R U C T U R A L CO N C R E T E . CO N T R A C T O R TO PR O V I D E IN D E P E N D E N T TE S T I N G LA B OR CO O R D I N A T E A WS D O T IN S P E C T O R , PA R C E L NO s FO R AL L CO D E RE Q U I R E D TE S T I N G . DR A W I N G LE G E N D 98 9 7 0 1 3 0 1 10 . CA U L K AL L WI N D O W , DO O R , CO R N E R , AN D OT H E WO O D TR I M JO I N T S AF T E R PR I M I N G , BU T PR I O R TO AP P L I C A T I O N OF TH E TO P CO A T S [ =] GY P S U M BO A R D AB B R E V I A T I O N S PE R M I T T I N G AG E N C Y : _—_ — = — PL Y W O O D PO R T TO W N S E N D BU I L D I N G DE P A R T M E N T - DE V E L O P M E N T SE R V I C E S A/ C AI R CO N D I T I O N E R MA X MA X IM U M 25 0 MA D I S O N ST . , SU I T E 3 AF F AB O V E FI N I S H FL O O R ME C H ME C H A N I C A L PO R T TO W N S E N D , WA 98 3 6 8 AL U M AL U M I N U M MI N MI N I M U M BA T T IN S U L A T I O N (3 6 0 ) 37 9 - 5 0 9 5 AP AC C E S S PA N E L MT L ME T A L AD J . AD J A C E N T OR AD J U S T NI C NO T _I N CO N T R A C T € : ch a r : NT S aa TO SC A L E < 5 GO V E R N I N G CO D E : BL O G BU I L D I N G N O/ OV E R IG I O IN S U L A T I O N 20 0 9 WA S H I N G T O N ST A T E BU I L D I N G CO D E , AD O P T E D JU L Y 1, 20 1 0 3 9 ao - 3 —— 20 0 9 IN T E R N A T I O N A L BU I L D I N G CO D E , L N NI N : = _ CO N T CO N T I N U O U S op p OP P O S I T E > = a IC C / A N S I Al 1 1 7 . 1 - 0 3 CT R CE N T E R PT PR E S S U R E TR E A T > oe De 20 0 9 IN T E R N A T I O N A L ME C H A N I C A L CO D E , DI M OI M E N S I O N P- L A M PL A S T I C LA M I N A T E 20 0 9 IN T E R N A T I O N A L FI R E CO D E , = oo a Se e s Se e m s cr a 20 0 9 UN I F O R M PL U M B I N G CO D E , EL E C EL E C T R I C A L RE Q ’ D RE Q U I R E D Sa s 23 0 5 0 07 \ ve l 20 0 8 NA T I O N A L EL E C T R I C A L CO D E (N F P A 70 ) EQ U I P EQ U I P M E N T RO RO U G H OP E N I N G EX I S T , (E ) EX I S T I N G SI M SI M I L A R FF FI N I S H FL O O R SS ST A I N L E S S ST E E L WO O D TR I M FO I C FU R N I S H E D BY OW N E R , ST N D ST A N D A R D ED OC C U P A N C Y GR O U P S / FL O O R AR E A : IN S T A L L E D BY CO N T R A C T O R ST L ST E E L GR O U P B - BU S I N E S S / 69 SF FT P FA R E TR A N S A C T I O N PR O C E S S O R ST R U C T ST R U C T U R A L GA L V GA L V A N I Z E D 30 ; TO P _ O F WA L L FR A M I N G CL GL A S S TY P TY P I C A L CO N S T R U C T I O N TY P E : Gw B GY P S U M WA L L B O A R D W/ WI T H TY P E V- B HO T HE A D E R WO wo o d | = —— _ | SO L I D WO O D BL O C K I N G HM HO L L O W W/ O WI T H O U T IN S U L IN S U L A T I O N OR IN S U L A T E D UN O UN L E S S NO T E D OT H E R W I S E MA T L MA T E R I A L UP S UN I N T E R U P T E D PO W E R SO U R C E Sa WO O D FR A M I N G FI L E NA M E : g: \ p r o j \ P T \ 0 9 W 1 5 3 _ X L 3 4 9 2 _ T o l Ib o o t h _ R e l oc a t e \ P E \ P E _P D \ P 1 an s \ 9 0 % \ 0 9 w 1 5 3 0 0 0 _ 2 0 . d 1 V PR I N T E D : 2: 0 2 : 3 6 PM 10 / 2 0 / 2 0 1 0 Ju s t er t n t e o av i FE D . A I D $7 5 7 \ Oc CI S T E R E D rN KE Y S T O N E AN D PO R T TO W N S E N D A0 0 . 2 0 SU B M I T T A L DA T E : 10 / 2 0 / 2 0 1 0 je n s e n t PR O J . N O . AR C H I T E C T DE S I G N E D BY : S. LE A C H 10 / 2 0 / 2 0 1 0 a- WA - We FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 0 / 2 0 1 0 RE G I O N NO ] ST A T E sr e c e e D Br e n a 10 / 2 0 / 2 0 1 0 wy Sa ek sd in NE W TO L L B O O T H AN D RE L O C A T I O N . MA J- E N G R : _L . PA R R I O T T 10 7 2 0 7 2 0 1 0 JO B NU M B E R . PM & EN G R MN G R ? N . MC I N T O S H O3 W 1 5 3 10 De p a r t m e n t of Tr a n s p o r t a t i o n GE N E R A L NO T E S , AB B R E V I A T I ON S , 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 [B Y | OO x k E x a MA S H I N G T O N ST A T E FE R R I E S DR A W I N G SY M B O L S , DR A W I N G LE G E N D Se e s HI 7 a C ain pe | LIGHT FIXTURE /B\ REAR ELEVATION ow TOP OF INTAKE LOUVER AT 11°-6” W/ INSECT SCREEN; (THIS SIDE ONLY); REF. | cc —— |i-— Sie SILL = - = fp yp ° "i i TOP_OF | CURB q 6 /D\ SERVICE SIDE ELEVATION PERMIT SUBMITTAL MECH. PLAN SS /B\ SIDE ELEVATION WE) PREFINISHED METAL ROOFING, GABLE END SIDING, L— TR 24ew. (Cw) FLASHING, AND FASTENERS 1x4 CEDAR TRIM; TYP. DISPLAY RECESS 1x6 CEDAR TRIM PLASTIC GUTTER AND DOWN SPOUT; TYP. IN (2) PLACES il | = LANE SIGNAL DEVICES &9 PLYWD. SIDING; TYP. i 5 __\ /C\ FRONT ELEVATION LINE OF ROOF OVERHANG ABOVE /T\ FLOOR PLAN 5' - 1 0 " er FILE NAME: g:\proj\PT\09W153_XL3492_Tol |booth-Rel ocate\PE\PE _PD\P | ans\90%\09w153a001 -21.dly¥ PRINTED: 2:03:26 PM 10/20/2010 _|tast painreo ary Aap 9287 REGISTERED ills. KEYSTONE AND PORT TOWNSEND AO1.21 SUBMITTAL DATE: 10/20/2010 jensent PROJ.NO. 7 DESIGNED BY: S. LEACH 1072072010 2 WA- 8K akbe WT FERRY TERMINALS SHEET ENTERED BY: M. MORIN 10/20/2010 REGION NO] STATE CHECKED BY+___w._ Scort 10/20/2010 10_|WASH \ siti | Washington State NEW TOLLBOOTH AND RELOCATION os MA J_ENGR: _L. PARRIOTI 1072072010 . 09w153 (6-ZO-JO| Department of Transportation PM & ENGR MNGR: _N. MCINTOSH ASST SECRETARY: D. MOSELEY REVISION DATE [BY] OOxeex one oe WASHINGTON STATE FERRIES FLOOR PLANS, ELEVATIONS SHEETS NG A FR A M I N G (R E F . MB L Y : 2/ A 0 2 . 2 1 ) ON t 1 54 " GW B e OC C U P I E D SI D E i 5" PL Y W O O D € AT T I C SI D E él RO O F _ A S S E M B L Y : ! 5 { ' PR E F I N I S H E D ME T A L RO O F I N G ON 30 * FE L T ON H h 40 5 . 0 1 ao PL Y W D PE R ST R U C T . ON : u R- 3 0 BA T T _I N S U L . W/ VA P O R BA R R I E R ON (a 17 - 7 FZ FR A M I N G (R E F . 2/ A 0 2 . 2 1 ) | aa y 2 1 : 5 ' on i ii ra I n : I \ fa s e ! rm 7 \l u a p e n s Gr a z i e (a y TT mt : S— — ] A Un F r e v e n s 0- 4 6 mt s . ' pi t 1 | 1 \4 0 5 .0 2 / | \ tL 1 [2 2 8 1 | | Ut } 2 WA L L AS S E M B L Y : ae —| L ? | hl | 7 (3 PL Y W D . SI D I N G ON | (1 \2 0 5 . 0 2 / ; BU I L D I N G PA P E R ON \4 0 5 .0 2 / WL . PL Y W O . PE R ST R U C T . ON f 1 re FR A M I N G (R E F . A/ A Q 2 . 1 1 ) W/ | SI L L 1 1 R- 2 1 BA T T IN S U L . W/ —— — — — — — FL O O R AS S E M B L Y : l T ! 5% GW B IN T E R I O R FI N I S H . —— — — — — — t a } | | =. i IN T E R L O C K I N G FL O O R TI L E S ON 10 2 ) \ Z MA R I N E GR A D E PL Y W D . PE R ST R U C T . ° iv a FR A M I N G (R E F . ON Ay (h s e : — de x 6 LA . 40 5 . 0 2 ) RI G I D IN S U L . m } 40 5 . 0 2 ra n Py . 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HM ; 2 GL A S S (S A F E T Y ee GL A Z I N G ) ; 18 x 4 2 SI N G L E HU N G W/ nT ta e C0 0 2 ) 2° - 6 " x 7° - 0 " |S W I N G HM 17 A 0 5 . 0 3 | 4 7 A 0 5 . 0 3 |6 / A 0 5 . 0 3 ee e a ek wa v e r co G k ’ . Sc o w a r u r e : = : SH E L F MO U N T E D AT 34 ” . /@ \ BU I L D I N G SE C T I O N FI L E NA M E : g: \ p r o j \ p t \ 0 9 w 1 5 3 _ x 1 3 4 9 2 _ t o l |b o o t h _ r e l o c a t e \ p e \ p e _ p d \ p 1 an s \ 9 0 % \ 0 9 w 1 53 0 0 3 -2 1 . d l y PR I N T E D : 2: 2 3 : 3 2 PM 10 / 1 9 / 2 0 1 0 __ | t a s t pn i n t e o ev s FE D . A I D $7 9 7 \ pe CI S T E R E D YN KE Y S T O N E AN D PO R T TO W N S E N D A0 3 . 2 1 SU B M I T T A L DA T E : 10 / 1 9 / 2 0 1 0 je n s e n t PR O J . N O . iS AR C H I T E C T DE S I G N E D BY : S. LE A C H 10 7 1 9 7 2 0 1 0 WA R \/ / J FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 1 9 / 2 0 1 0 RE G I O N NO ] ST A T E EN T E R E D BY s Ww . _w O R I N — f o v i g / z o t d a se oe s Wa s h i n g t o n St a t e NE W TO L L B O O T H AN D RE L O C A T I O N . MA R PR O J EN G R : L. PA R R I O T T 10 / 1 9 / 2 0 1 0 JO B NU M B E R “ PM & EN G R MN G R ? N . MC I N T O S H W1 5 3 - ms {Q De p a r t m e n t of Tr a n s p o r t a t i o n BU I L D I N G SE C T I O N S , 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 |B Y | OO # K K K WA S H I N G T O N ST A T E FE R R I E S WI N D O W AN D DO O R SC H E D U L E SH E E T S 2x 4 FA C E NA I L TO RA F T E R TY P 2x 8 EA V E BO A R D (S H A P E D ) FL A S H IN T O GU T T E R LZ NO T C H CO R N E R S OR OR I L L HO L E S FO R VE N T I L A T I O N NO T E : RE F . FR A M I N G PL A N S AN D SE C T I O N S FO R RO O F AN D WA L L AS S E M B L I E S PL A S T I C GU T T E R AN D OO W N S P O U T TY P PR E F I N I S H E D ME T A L FL A S H I N G W/ CO N T . CL E A T AT DR I P ED G E 1x 2 RO U G H SA W N CE D A R TR I M CO N T . SC R E E N E D VE N T Yo " " PL Y W O . SO F F I T 1x 2 RO U G H SA W N CE D A R TR I M PE R M I T SU B M I T T A L ~ NO T E : AL L ME T A L RO O F I N G , FL A S H I N G AN D FA S T E HA V E TH E SA M E CO L O R AN D FI N I S H eZ SI D I N G , NE R S SH A L L (@ \ DE T A I L AT EA V E PR O V I D E 2x 6 BL K G FO R LA N E SI G N A L S VE N T (2 DE T A I L AT RI D G E == SC A L E 14 / 2 ” = 1° - 0 " 2x 8 TR I M BO A R D PR E F I N I S H E D ME T A L TR I M AN D DR I P FL A S H I N G W/ CO N T . CO N C E A L E D CL I P a RA F T E R 2x 4 FA C E NA I L TO RA F T E R TY P 4 FA 7 1x 2 RO U G H SA W N CE D A R TR I M _ £7 Y, " PL Y W D . SO F F I T —— — 0 3 6 SC A L E 1" = 1° - 0 " /S \ DE T A I L AT EA V E EL —— — = 6 SC A L E 11 / 2 " = 1° - 0 " PR E F IN I S H E D ME T A L RI O G E CA P ; SL O P E AN D FI N I S H TO MA T C H ME T A L RO O F PA N E L EN C L O S U R E CA P - : FL A S H I N G SU R R O U N D so f . FL A S H I N G Ss TU R N UP PA N E L EN D S _ IN S E C T SC R E E N RI D G E BO A R D PE R FR A M I N G PL A N a |i U B BA S E FL A S H I N G 73 ) FL A S H I N G DE T A I L <7 ws 1x 4 RO U G H SA W N CE D A R TR I M OV E R 4 5’ SP A C E R . r SH A P E D 2x HE A D E R Y PR E F I N I S H E D ME T A L | OR I P FL A S H I N G Hj | \— 2x PE R I M E T E R FR A M E A) EL E C T R I C A L BO X . SE E EL E C T R I C A L — | a Y2 ' " PL Y W O O D 16 ' / 4 W x 1 3H x 2 % DE E P RE C E S S LI N E W/ PR E F I N I S H FL A S H I N G . SE E 3/ A 0 5 . 0 1 Gw B } A i \ (6 DI S P L A Y RE C E S S SC A L E 14 2 = 1° - 0 " EI T E RA R E ? qi p r o j \K E N O a W 0 8 2 ML 34 9 0 _ T o ] Ib o o t h Re l oc a t e \ P E WE .P O \ P I on s \9 0 % 09 0 9 2 0 0 5 01 dy = Pm KE Y S T O N E AN D PO R T TO W N S E N D 15 . 0 8 SE S T O N E D - B Y s et r e e TO 7 1 5 7 2 0 1 0 eT ~ ea e 7/ 7 FE R R Y TE R M I N A L S SH E E T Sr ea e ss h i n g t o n st a t e NE W TO L L B O O T H AN D RE L O C A T I O N | Pa r EN G R CR T —W _ w e T N T O S 4 Go u t e s —— EX T E R I O R DE T A I L S 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 [B Y | QQ x k E x WA S H I N G T O N ST A T E FE R R I E S SH E E T S (A PL Y W D SH I M S 2x 4 BL O C K I N G ~N 7 / 4 IN | / PR E F IN I S H E D | ME T A L OR I P | va = ( FL A S H I N G = = HO R PE R FR A M I N G A { V4 re l ee e EL E V A T I O N S _ v4 4 RO U G H SA W N ee a oe —— _ 1x j \ LY 7 CE D A R TR I M ME T A L FL A S H I N G \ | , : / / SP A C E R AS RE O Q ’ D Z aa Se R n E R 1° Sf 77 7 , ii AL U M PI P E 4 ri V N NO T E : “ AL L ME T A L RO O F I N G , 2° - 0 " 1 1x 3 TR I M TY P SE A L A N T SI D I N G , FL A S H I N G , AN D RA D I U S TY P FA S T E N E R S SH A L L HA V E ii TH E SA M E CO L O R AN D FI N I S H . PL A N au n Ix TR I M L3 ° x 3 " ' x V6 ‘x 2 4 i < 1s WA L L AS S E M B L Y : AL U M . WI N D O W TY P . PR E F I N I S H E D ME T A L PA N E L SI D I N G ON 7 NO T E : RE F . SE C T I O N S 15 ® FE L T ON ay , FO R WA L L AS S E M B L Y Y> " PL Y W D . ON 2x 4 FR A M I N G (F L A T ) AT 24 ” 0. C . ON \ BU I L D I N G PA P E R ON 7 Yo " ’ PL Y W D . SH E A T H I N G 1" @ AL U M PI P E os (A Y SE C T I O N (3 DE T A I L AT WI N D O W HE A D a _ —— — — — | 3 5 8 = FO O T RE S T @ SE L L I N G WI N D O W SC A L E 1% " = 1° - 0 SE E SE C T I O N S FO R WA L L SE E SE C T I O N S FO R WA L L IN S U L A T I O N TY P E S - TY P I C A L vi \ IN S U L A T I O N TY P E S LY 2x 4 BL K G | Ja un s AL U M . WI N D O W H 10 " 4 ME T A L DR I P . WI N D O W SI L L : P- L A M ON NI FL A S H I N G TO P S , EN D S AN D FR O N T S OF t Ya ' ’ PL Y W O . TY P 1x 6 RO U G H FO O T R A I L , SE E DE T A I L 2 SA W N CE D A R 1x 4 WO O D BA S E TR I M . Lh hs SI L L 2x 8 TR I M BO A R D i RY LY 7 = SE A L A N T 2x 6 LE D G E R AN D BL O C K I N G . IN S U L . SE E SE C T I O N S = © 7 = : @ PE R I M E T E R FO R CE I L I N G PR E F IN I S H E D ne e V4 4 — _ 1 x 4 RO U G H SA W N al ir e JO I S T S =p gt oe s NO T E : RE F . SE C T I O N S CE D A R TR I M ol s FO R AS S E M B L I E S mI 2x 4 CE I L I N G = _t JO I S T i 7 4 2 PR E F IN I S H E D | BL O G /P A P E R —— ~ 4 ME T A L TR I M AN D 1x 3 TR I M CO N T . CO N C E A L E D . ae NO T E : RE F . SE C T I O N S CO N T . CO N C E A L E D ; . cL I P —— — — — — — + - # “" vA FO R WA L L AS S E M B L Y 2 Np IM E N S I O N LI N E FL A S H I N G PR O F (F A C E OF ST U D S ) No r e Fo k AS S E U A Y no e s (S N DE T A I L AT FL O O R LI N E ce n DE T A M AT WI N D O W Sf t t (4 \ DE T A I L AT EA V E DT = C7 <P E R M I T SU B M I T T A L ea e FI L E NA M E ? g: \ p r o j \ K E \ O 9 W 0 9 2 _ X L 3 4 9 0 _ T o l Ib o o t h _ R e l oc a t e \ P E \ P E -P D \ P 1 an s \ 9 0 % \ 0 9 w 0 9 2 0 0 5 .0 2 . d 1 4 PR I N T E D : 2: 1 9 : 4 7 PM 10 / 1 9 / 2 0 1 0 __ | t a s r pa i n t e o ar s te d NS RE G I S T E R E D ie . KE Y S T O N E AN D PO R T TO W N S E N D A0 5 . 0 2 SU B M I T T A L DA T E : 10 / 1 9 / 2 0 1 0 je n s e n t NO . AR C H I T E C T 1/ DE S I G N E D BY : S. LE A C H 10 7 1 9 7 2 0 1 0 3 WA - 3% \/ / J FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 1 9 / 2 0 1 0 RE G I O N NO ] ST A T E NE W TO L L B O O T H AN D RE L O C A T I O N CH E C K E D BY : M. SC O T T 10 7 1 9 7 2 0 1 0 10 _ [ W A S H Wa s h i n g t o n St a t e oF MA R PR O J EN G R : _L . PA R R I O T T 10 7 1 9 7 2 0 1 0 30 8 NU M B E R . nt of Tr a n s p o r t a t i o n FE S SP E et Ne MC I N T O S H co r DA T E OW A S H I N G T O N ST A T E FE R R I E S EX T E R I O R DE T A I L S SH E E T S AS S T SE C R E T A R Y : 0. MO S E L E Y RE V I S I O N DA T E | BY ] QQ * * * AN) Gw W B PL Y W D SH I M S HD R PE R FR A M I N G EL E V A T I O N S 1x 4 RO U G H SA W N CE D A R TR I M AT T A C H AS SH O W N WI T H 1' / 2 ” GA L V . BU G L E HE A D DE C K SC R E W S AT 12 ” O. C . (Z TY P GW B AT SI M I L A R CO N D I T I O N SE E FR A M I N G PL A N S PR O V I D E AD D I T I O N A L 2x 6 S , US E AN C H O R ST R A P , SE E ST R U C T U R A L CA V I T Y FO R |. 1x 4 . RO U G H SA W N IN S U L . AC 4 CE D A R TR I M SU P P L Y & O =H . _ RE T U R N LI N E S “ VW ) 1x JA M B TR I M TW A CA V I T Y FO R N SE A L AN T SE A L A N T Z EL E C . CO N D U I T —— TY P 4 1x WO O D TR I M 7 HM FR A M E N ~~ EE AT SI M I L A R CO N D I T I O N Zi , IN S U L . HM DO O R PR O V I D E AD D I T I O N A L 2x 6 S , SE E FR A M I N G PL A N S DI M E N S I O N LI N E Ie LI N E OF JA M B BE Y O N D (F A C E OF ST U D S ) ay AL U M . WI N D O W TY P /T ) \ DE T A I L AT DO O R HE A D /2 \ PL A N AT CO R N E R /6 \ PL A N AT CO R N E R _ —_ — — _ — _ _ — | ~ —— — — ~ —— — — — _ _ — | er 0 3 6 ar 0 6 SS 0 3 6 SC A L E 14 2 " = 1° - 0 " SC A L E 1% = 1° - 0 " SC A L E 1/ 4 " = 1' - 0 " NO T E : RE F . SE C T I O N S ay FO R WA L L AS S E M B L Y , AN D DO O R JA M B FR A M I N G EL E V A T I O N S AN D KE E P FR A M E J PL A N FO R FR A M I N G TY P TI G H T AG A I N S T ay WA L L FI N I S H —— AL U M . WI N D O W TY P aa h . el oe AT SI M I L A R CO N D I T I O N / PR O V I D E AD D I T I O N A L 2x 6 S , SE E FR A M I N G PL A N S FR A M I N G PE R FR A M I N G PL A N A y / \ ME T A L TH R E S H O L D 4 a ~ me m Uy \ DO O R TH R E S H O L D BE L O W WE A T H E R S T R I P P I N G ZZ ) ee e CA V I T Y FO R 1x JA M B TR I M EL E C . CO N D U I T SS - &£ i __ re I - = Z . NJ < “ 7 \ ze ! 1x 4 RO U G H SA W N CE D A R TR I M AT T A C H Se L AS SH O W N WI T H 1% ” GA L V . BU G L E SS re ts un a ab a n 1x 4 RO U G H SA W N CE D A R TR I M HE A D DE C K SC R E W S AT 12 ” 0. C . TY P : iz <! j DO O R TH R E S H O L D AT T A C H AS SH O W N WI T H 1/ / 2 ” GA L V . BU G L E HE A D DE C K SC R E W S AT 12 ” 0. C . TY P /4 @ \ DE T A I L AT DO O R TH R E S H O L D (5 ) PL A N AT CO R N E R (3 PL A N AT WI N D O W / D O O R JA M B _ 0 6 a) 0 6 PE R M I T SU B M I T T A L sh e Eo he ev e FI L E NA M E : g: \ p r o j \ k e \ 0 9 w 0 9 2 _x 1 3 4 9 0 _ t o l |b o o t h _ r e l o c a t e \ p e \ p e _ p d \ p l a n s \ 9 0 % \ 0 9 w 0 9 2 0 0 5 _0 3 . d l y ¥ PR I N T E D : 2: 0 4 : 1 7 PM 10 / 2 0 / 2 0 1 0 __ [l a s t en i n t e o ev s FE D . A I D ou s Mi , KE Y S T O N E AN D PO R T TO W N S E N D A0 5 . 0 3 SU B M I T T A L DA T E : 10 / 2 0 / 2 0 1 0 i PR O J . N O RE G I S T E R E D $ je n s e n t ° . CH I T ) t DE S I G N E D BY : S. LE A C H 10 7 2 0 7 2 0 1 0 2 WA RK Be ws FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 0 / 2 0 1 0 RE G I O N NO ] ST A T E EN T E R E D BY ; —W . MO R I N 10 / 2 0 / 2 0 1 0 a Sa ae ec i e n t NE W TO L L B O O T H AN D RE L O C A T I O N MA R PR O J EN G R : L. PA R R I O T T 10 7 2 0 7 2 0 1 0 08 NU M B E R (0 as h i n g t o n st a t e — OF PH EN G R WN G R E Ws WC I N T O S H at t r a om e TE N ] Wi G u I A O T O N ST A T E SE A R L E S EX T E R I O R DE T A I L S 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 [B Y ] OO K K E K WA S H I N G T O N ST A T E FE R R I E S ak o 34” 22 " 20 " 42 " (1 CA S E W O R K #2 PE R N I ? SO B M I T T A L 18 ” (3 ) PL A S T I C LA M I N A T E SH E L V E S WI T H PL Y W O O D CO R E 1x 4 wO O D BA S E ST O R A G E BO X (R Y SE C T I O N Ye ) TH R U OP E N SH E L F LI N E OF CL G . AB V . FA C E OF WA L L P- L A M CO U N T E R AN D LI N E R S TY P OU T L I N E OF EN D PA N E L TO MA T C H OU T L I N E OF PA N E L AT AD J . SH E L V E S 2x su P r o R T SF 2x 8 FR A M E , SE P E R A T E FR O M ~ BA L A N C E OF CA B I N E T , AN C H O R E D TO FL O O R , W/ ¥4 ' ° PL A S T I C LA M I N A T E D SH E L F WI T H PL Y W D CO R E . FA C E 2x 8 AB O V E 4° BA S E W/ P. L A M . wo O D 1x 4 BA S E LI N E OF CL G . AB V . FA C E OF WA L L P- L A M CO U N T E R , DR A W E R S , AN D LI N E R S TY P (2 \4 0 6 .0 2 / SI M . ¢ I T L I (3 ) PL A S T I C . —= ) LA M I N A T E SH E L V E S WI T H N PL Y W O O D CO R E i ih c <I ” DA D O IN AD J U S T A B L E SH E L F ST A N D A R D S /B \ SE C T I O N Ye ) TH R U DR A W E R S FI L E NA M E : G: \ P r o j \ K E \ O 9 W 0 9 2 _X L 3 4 9 0 _ T o l Ib o o t h _ R e l oc a t e \ P E \ P E _P D \ P | an s \ 9 0 % \ 0 9 w 0 9 2 0 0 6 _O l . d i y PR I N T E D : 2: 0 7 : 5 2 PM 10 / 2 0 / 2 0 1 0 __ | a s t pr i n t e o ev s FE D . A I D SU B M I T T A L DA T E : 10 / 2 0 / 2 0 1 0 sv e r o r 2 PR O J . N O . DE S I G N E D BY : S. LE A C H 10 / 2 0 / 2 0 1 0 ) - WA - 3% EN T E R E D BY : M. MO R I N 10 / 2 0 / 2 0 1 0 RE G I O N NO ] ST A T E CH E C K E D BY : M. SC O T T 10 / 2 0 / 2 0 1 0 } 10 [W A S H MA R PR O J EN G R : L. PA R R I O T T 10 / 2 0 / 2 0 1 0 ) JO G MU N G E R PM & EN G R MN G R : N. MC I N T O S H po w l s 3 . —a E AS S T SE C R E T A R Y : 0. MO S E L E Y RE V I S I O N DA T E BY ] QO * * * * RE G I S T E R E D oe A. ST A T E OF WA S H I N G T O N ; Wa s h i n g t o n St a t e (o - 70 - 4 De p a r t m e n t of Tr a n s p o r t a t i o n “ WA S H I N G T O N ST A T E FE R R I E S rN 4 KE Y S T O N E AN D PO R T TO W N S E N D FE R R Y TE R M I N A L S A0 6 . 0 1 NE W TO L L B O O T H AN D RE L O C A T I O N CA S E W O R K DR A W I N G S SH E E T OF SH E E T S (E ) WA L L PL A S T I C LA M I N A T E OV E R 9” 6" \ oF we t s PL Y W O O D CO R E BE T W E E N SH E L F u ED G E BA N D S BR E A K FO R M E D |W __ _ _ _ PL A T I C LA M I N A T E SH E L F OV E R 16 GA PT D N PL Y W O O D CO R E SH T MT L 8 GA U G E 2” x 6 ’ SS PL A T E N : a ao e ee ie - W/ Y2 ' " @ SL O T T E D HO L E TO FI T N om =| ST A N D A R D PA D L O C K ; i ; UP S UN I T | ie es a rT | 16 GA SS ED G E BA N D :1 4 l | Vi ° . RT T | : ‘ ; | wp FC — - — P - — — — — — —— ‘| ae s FA NN 1 SP A C E R TO AL L O W SH E L F TO = : Sp A CL E A R HI N G E S & DO O R k LY " | Se Ye R E N DE Y SR I U E R BL I N G : wo SC R E W S —— po RE F : EL E C T . Ch — F % ; |F O R EQ U I P TH I S 7 oe AT T A C H W/ FL U S H \ | |A R E A 11 ed SC R E W S TO CA R C A S S *3 ; Mh Zz 5 tt H ¥% " PL Y W O O D RU N N E R 5 = = CO N T I N U O U S UN D E R SH E L F 1% | —— _ — + - / / , " PL Y W D ; 16 GA U G E 6” @ SS DI S K LE T — WA L L IN T O P- L A M (A /T ) \ LO C K I N G DR A W E R (2 UP S SH E L F GL I D E 73 ) PL Y W O O D WA L L A- A 7) : i 5 2 4 0 ; 6 SC A L E 1% " = 1- 0 " SC A L E 3 = 1° - 0 " SC A L E 1% " = 1° - 0 " P- L A M OV E R PL Y W O O D e CO U N T E R T O P & SH E L V E S BU L L N O S E OA K NO S I N G e@ FR O N T ED G E ie ¥" ON L Y P- L A M CO U N T E R T O P & SH E L F ED G E +t A OV E R PL Y W D & HO W D 1x f rs { LL L ; . {Z | Li LL L , . b Z Ss Ya " x N P- L A M OV E R PL Y W D SH E L V E S — : - ? A- — — | | P- L A M O/ P L Y W D CO R E ; PL A C E P- L A M 3 a | = = — a N ON AL L VI S I B L E SU R F A C E S CA B I N E T BO D Y ZZ . : AY a N 7 DR A W E R AT SI M . CO N D I T I O N ST L GR I L L E /@ \ DR A W E R DE T A I L /S 5 \ CO U N T E R ED G E DE T A I L YE SS S| PE R M I T S ‘T A L —— AL E "3° -0 " SC A L E 3” = 1° - 0 " FI L E NA M E : G: \ P r o j \ K E \ O 0 9 W 0 9 2 -X L 3 4 9 0 _ 1 o ! Ib o o t h _ R e l oc a t e \ P E \ P E _P D \ P | an s \ 9 0 % \ 0 9 w 0 9 2 0 0 6 02 . 4 4 PR I N T E D : 2: 1 0 : 4 0 PM 10 / 2 0 / 2 0 1 0 LA S T PR I N T E D BY 4 FE D . A I D RE G I S T E R E D YO N KE Y S T O N E AN D PO R T TO W N S E N D A0 6 . 0 2 SU B M I T T A L DA T E : 10 / 2 0 / 2 0 1 0 sv e r a r 2 PR O J . N O . AR C H I T E C T DE S I G N E D BY : S. LE A C H 10 7 2 0 7 2 0 1 0 2 WA - # Fa t ee eo We FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 0 / 2 0 1 0 RE G I O N NO ] ST A T E CH E C K E D BY : M. _ S C O T T 10 7 2 0 7 2 0 1 0 10 [W A S H SE DE WA e N G T O Wa s h i n a t o n St a t e NE W TO L L B O O T H AN D RE L O C A T I O N : MA R PR O J EN G R : L. PA R R I O T T 10 7 2 0 7 2 0 1 0 JO B WU M B E R JO De p a r t CO T rt a t i 2 PM & EN G R MN G R : N. MC I N T O S H oo w i ss —a r Ta t e ee TR E C oe Ee e o a e a DE T A I L S 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 [B Y ] OQ x K x x WA S H I N G T O N ST A T E FE R R I E S SH E E T S NOTES: See C 1. CASEWORK FINISH TO BE P-LAM PER A06.12 A06.12 AO! SPECIFICATION U.N.O. Wey ey 2 @ CORNERS 2. CASEWORK TO ALLOW A 2” CORD KEYBOARD TRAY: SLOT BEHIND FOR A TOTAL DEPTH OF 26/2". 20" REMOVE ('/2'x2Yo") OF 2x43 ATTACH TO PLYWD. “| THRU BACKSIDE OF PLYWD (¥%4"° PLYWD. W/ 3. ALL EXPOSED FACES/ EDGES TO RECIEVE Ya"‘DEEP x1"" DADO TO ACCEPT 2x4); CHAMFER P-LAM U.N.O. ) ALL EXPOSED EDGES. = ALUM. WINDOW i T A : 4. 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FA C E OF WA L L BO L T KE Y B O A R D TR A Y ST O R A G E TO BA C K S P L A S H P- L A M CO U N T E R , DR A W E R S , AN D LI N E R S TY P Yo " PL Y W D . AT T A C H E D TO WA L L BE H I N D LE G R O O M RE F : 3/ A 0 6 . 0 2 DO O R e CO R D MA N A G E M E N T AR E A /R \ SE C T I O N - C A S E W O R K #1 A0 6 . 1 1 7 TH R U KN E E SP A C E 26 % , " Ya" (a 2° ’ CO R D S L O T 37" 10” LI N E OF CL G . AB V . FA C E OF WA L L P- L A M CO U N T E R , OR A W E R S , AN D LI N E R S TY P LO C K I N G DR A W E R a 26 > " ST L GR I L L E e DO O R OP E N AT RE A R FO R VE N T I L A T I O N SL I D I N G SH E L F FO R 2° ’ CO R D S L O T UP S (1 2 0 LB S MI N . ) RE F : 2/ 7 A 0 6 . 0 2 FO R GL I D E DE T A I L (B Y SE C T I O N - C A S E W O R K *1 A0 6 . 1 1 7 TH R U CA B I N E T *1 & #2 37” 24 " A LI N E OF CL G . AB V . FA C E OF WA L L P- L A M CO U N T E R , DR A W E R S , AN D LI N E R S TY P DR A W E R OP E N SH E L V E S No i wo o D BA S E /E \ SE C T I O N - C A S E W O R K #1 A0 6 . 1 1 7 TH R U CA B I N E T *1 & #3 —— — — | PE R M I T SU B M I T T A L So n Gh a t s SC A L E ¥4 " = 1° - 0 " FI L E NA M E : g: \ p r o j \ P T \ 0 9 W 1 5 3 _ X L 3 4 9 2 _ T o l |b o o t h _ R e l o c a t e \ P E \ P E -P D \ P 1 an s \ 9 0 % \ 0 9 w 1 5 3 0 0 6 .2 2 . d l ¥ PR I N T E D : 2: 0 4 : 4 8 PM 10 / 2 0 / 2 0 1 0 __ | u s s t er i n r e o av i FE D . A I D $2 9 7 \ p E C I S T E R E D Mi , KE Y S T O N E AN D PO R T TO W N S E N D A0 6 . 2 2 SU B M I T T A L DA T E : 10 / 2 0 / 2 0 1 0 ie n s e n t PR O J . N O . AR C H I T E C T DE S T G N E D BY : S. LE A C H 10 / 2 0 / 2 0 1 0 a- WA - 3 Me t on We FE R R Y TE R M I N A L S SH E E T EN T E R E D BY M. _ M O R I N 10 / 2 0 / 2 0 1 0 PE G I O N wo ] ST A T E ; or i g te k s —t ~ p e o r a n fu e 19 se si Wa s h i n g t o n st a t e —e e e E E O E E A E e e e e e t PM & EN G R MN G R i N - MC I N T O S H OS W 1 5 3 {0 - Z0 - ' O } De p a r t m e n t of Tr a n s p o r t a t i o n CA S E W O R K DR A W I N G S 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 |B Y | QQ x K K K _ a WA S H I N G T O N ST A T E FE R R I E S SH E E T S DE S I G N SP E C I F I C A T I O N S DE S I G N SP E C I F I C A T I O N S FO R BU I L D I N G EL E M E N T S OF TH I S PR O J E C T AR E IN AC C O R D A N C E WI T H TH E RE Q U I R E M E N T S OF TH E 20 0 9 IN T E R N A T I O N A L BU I L D I N G CO D E . RE I N F O R C E M E N T NO T E S MA T E R I A L S AL L RE I N F O R C I N G ST E E L SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF SE C T I O N 6- 0 2 . 2 FL O O D DE S I G N PR O V I S I O N S AR E IN AC C O R D A N C E WI T H TH E RE Q U I R E M E N T S OF AS C E / S E I 24 - 0 5 FL O O D RE S I S T A N T DE S I G N AN D CO N S T R U C T I O N . AL L BA R S SH A L L BE _E P O X Y - C O A T E D IN AC C O R D A N C E WI T H SE C T I O N S 6- 0 2 . 3 ( 2 4 ) H AN D 9- 0 7 . 3 UN L E S S OT H E R W I S E NO T E D . VE H I C L E PA D DE S I G N IS IN AC C O R D A N C E WI T H TH E RE Q U I R E M E N T S OF TH E DR A F T WS D O T PA V E M E N T PO L I C Y 20 1 0 AN D AC I 31 8 - 0 8 . SP L I C E S OF RE I N F O R C E M E N T SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF AC I 31 8 - 0 8 . AL L BA R S SH A L L BE BE N T CO L D UN L E S S OT H E R W I S E DE S I G N LO A D S PE R M I T T E D BY TH E EN G I N E E R . FL O O R LI V E LO A D : 50 PS F WI N D LO A D : WI N D VE L O C I T Y : 90 MP H EX P O S U R E DO RO O F SN O W LO A D : 15 PS F FL O O D LO A D : 10 0 - Y E A R FL O O D PL A I N EL E V A T I O N : +1 6 . 1 1 FT ML L W DE S I G N FL O O D EL E V A T I O N : +1 7 . 1 1 FT ML L W CO N S T R U C T I O N SP E C I F I C A T I O N S AL L MA T E R I A L AN D WO R K M A N S H I P SH O W N IN TH E PL A N S SH A L L BE IN AC C O R D A N C E WI T H TH E RE Q U I R E M E N T S OF TH E 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 ST A N D A R D SP E C I F I C A T I O N S FO R RO A D , BR I O G E , AN D MU N I C I P A L CO N S T R U C T I O N , DA T E D 20 1 0 , AN D AL L AM E N D M E N T S TH E R E T O . UN L E S S OT H E R W I S E SH O W N , MI N I M U M RE I N F O R C I N G LA P SP L I C E LE N G T H SH A L L BE 3 FO O T - O IN C H . UN L E S S OT H E R W I S E SP E C I F I E D TH E MI N I M U M CL E A R CO V E R FR O M TH E FA C E OF CO N C R E T E TO TH E FA C E OF AN Y RE I N F O R C I N G BA R SH A L L BE AS 2! / 2 I N C H . ST R U C T U R A L ST E E L NO T E S ST E E L ST R U C T U R E S HA V E BE E N DE S I G N E D IN AC C O R D A N C E WI T H TH E RE Q U I R E M E N T S OF AN S I / A I S C 36 0 - 0 5 , SP E C I F I C A T I O N FO R ST R U C T U R A L ST E E L BU I L D I N G S . MA T E R I A L S RE C T A N G U L A R ST R U C T U R A L TU B I N G (H S S RE C T A N G U L A R SE C T I O N S ) SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF AS T M A 50 0 GR A D E B. AL L DI M E N S I O N S AN D EL E V A T I O N S AR E HO R I Z O N T A L AN D VE R T I C A L UN L E S S OT H E R W I S E NO T E D . MI N . RE Q ’ D . YI E L D ST R E N G T H Fy = 46 KS I TH E DI M E N S I O N S SH O W N ON TH E CO N T R A C T PL A N S FO R EX I S T I N G ST R U C T U R E S AR E BA S E D ON CO N S T R U C T I O N RE C O R D S AN D FI E L D SU R V E Y DA T A . RE C O R D DR A W I N G S MI N . RE Q ’ O . YI E L D ST R E N G T H AR E NO T NE C E S S A R I L Y CO M P L E T E NO R AC C U R A T E . FI E L D CO N D I T I O N S MA Y VA R Y FR O M TH E RE C O R D DR A W I N G S AN D TH E CO N T R A C T PL A N S . TH E CO N T R A C T O R IS RE S P O N S I B L E FO R VE R I F Y I N G FI E L D CO N D I T I O N S PR I O R TO SH O P FA B R I C A T I O N . TH E CO N T R A C T O R SH A L L VE R I F Y AL L RE L E V A N T DI M E N S I O N S AN D SU R V E Y DA T A . BA R S AN D AN G L E S SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF AS T M A 36 . Fy = 36 KS I AL L BO L T S SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF AS T M A 30 7 . NU T S SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF AS T M A 56 3 . WA S H E R S SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF AS T M F 84 4 . AN C H O R BO L T S SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF PL A N S OF EX I S T I N G ST R U C T U R E S NO T IN C L U D E D IN TH E AS T M F 15 5 4 , GR A D E 10 5 . CO N T R A C T PL A N S AR E AV A I L A B L E FO R RE V I E W AT TH E OF F I C E OF TH E EN G I N E E R . MI N . RE Q ’ D . YI E L D ST R E N G T H Fy = 10 5 KS I TH E LO C A T I O N OF AL L UT I L I T I E S SH A L L BE FI E L D VE R I F I E D BY TH E CO N T R A C T O R PR I O R TO EX C A V A T I O N OR DR I L L I N G . WE L D I N G AL L WE L D I N G OF ST R U C T U R A L ST E E L AN D OF HO L L O W ST R U C T U R A L SE C T I O N S SH A L L CO N F O R M TO AN S I / A W S D1 . 1 - 2 0 0 8 ST R U C T U R A L WE L D I N G CO D E - ST E E L . CO N C R E T E NO T E S CO N C R E T E ST R U C T U R E S HA V E BE E N DE S I G N E D IN AC C O R D A N C E WI T H TH E RE Q U I R E M E N T S OF AC I 31 8 - 0 8 , BU I L D I N G CO D E RE Q U I R E M E N T S FO R ST R U C T U R A L CO N C R E T E . SE E SE C T I O N 6- 0 3 . 3 ( 2 5 ) FO R FU R T H E R IN F O R M A T I O N ON WE L D I N G AN D SE C T I O N 6- 0 3 . 3 ( 2 5 ) A AN D TH E SP E C I A L PR O V I S I O N S FO R FU R T H E R IN F O R M A T I O N ON WE L D I N G IN S P E C T I O N . MA T E R I A L S AL L CO N C R E T E SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF SE C T I O N 6- 0 2 . 2 WH E R E OT H E R FI L L E R ME T A L S AN D PR O C E S S E S HA V E NO T BE E N SP E C I F I E D , US E E7 0 X X EL E C T R O D E S AN D TH E TH E CL A S S OF CO N C R E T E TO BE US E D SH A L L BE : SU B M E R G E D AR C WE L O I N G ME T H O D . H_ FO U N D A T I O N AN D VE H I C L E PA D : 40 0 0 AL L _ O T H E R CO N C R E T E : 30 0 0 PE R M I T SU B M I T T A L GA L V A N I Z I N G AL L ST E E L SH A L L BE HO T - D I P GA L V A N I Z E D IN AC C O R D A N C E WI T H AS T M A1 2 3 . AL L BO L T S , NU T S , AN D WA S H E R S SH A L L BE HO T - D I P GA L V A N I Z E D IN AC C O R D A N C E WI T H AS T M A1 5 3 . HO T - D I P GA L V A N I Z E D SU R F A C E S AL T E R E D OR DA M A G E D BY CO N S T R U C T I O N OR HA N D L I N G SH A L L BE RE P A I R E D IN AC C O R D A N C E WI T H AS T M A 78 0 “S T A N D A R D PR A C T I C E FO R RE P A I R OF DA M A G E D AN D UN C O A T E D AR E A S OF HO T - D I P GA L V A N I Z E D CO A T I N G ” . PR E P A R A T I O N FO U N D A T I O N MA T E R I A L CL A S S C, GR A V E L BA S E , AN D GR U S H E D SU R F A C I N G BA S E CO U R S E (C S B C ) SH A L L BE PE R TH E WS D O T ST A N D A R D SP E C I F I C A T I O N S SE C T I O N 4, AN D SE C T I O N 9. 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ZS EX I S T AC P = = EX I S T I N G GR O U N D yn a 10 MI L ME M B R A N E in 10 MI L ME M B R A N E 4” CS B C 6 e - OV E R FO U N D A T I O N EX I S T I N G GR O U N D — = OV E R FO U N D A T I O N ZL ; Ma t e r i a CL A S S C TO BE CO M P A C T E D — oe MA T E R I A L CL A S S C WA S AS N ( YO S P y ® (T Y P ) YY ? PR Y ? EX I S T I N G GR O U N D TO BE CO M P A C T E D oe id “4 5 5 1" =0 " 1* = 9 " " PH A S E 1 PH A S E 3 ie | FI L E NA M E : g: \ p r o j \ P T \ 0 9 W 1 5 3 _ X L 3 4 9 2 _ T o l |b o o t h . R e l oc a t e \ P E \ P E _P D \ P 1 an s \ 9 0 % \ 0 9 w 1 5 3 s 0 1 _2 1 . d l ¥ PR I N T E D : 11 : 2 2 : 3 6 AM 10 / 2 1 / 2 0 1 0 _ |u s s t ea t n t e o av s FE D . A I D “K S Rt e il l i t e . KE Y S T O N E AN D PO R T TO W N S E N D $0 1 . 2 1 SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 wo r n PR O J . N O . | SO Y DE S I G N E D BY : T. NG Y 10 7 2 1 7 2 0 1 0 #* - WA EK 7/ 7 FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 7 2 1 7 2 0 1 0 RE G I O N NO ] ST A R E = NE W TO L L B O O T H AN D RE L O C A T I O N ae 1 as We e p Wa s h i n g t o n St a t e oe PM & EN G R WN G R ? 7 MC I N T O S H ah re DA T E DA 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 TO L L BO O T H SE C T l ON S 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 |B Y | OO K K K K WA S H I N G T O N ST A T E FE R R I E S AN D DE T A I L S SH E E T S ad *4 @ 12 MA X . 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ALL STUD FRAMING BELOW 3°-0" LINE SHALL BE PRESSURE TREATED. ALL PLYWOOD AND FLOOR FRAMING, SHALL BE PRESSURE TREATED. BLOCKING IS REQUIRED AT PLYWOOD PANEL EDGES TYPICAL. O.F. SELECT. STRUCTURAL See oN 4x6 POST DOUGLAS FIR DENSE SELECT Pa STRUCTURAL ~ IN Y,"" PLYWOOD W/ 8d FASTENERS @ 6"oc AT EDGE & OPEN 6x6 SILL O.F. SELECT. STRUCTURAL 9’ -4 Y / " 7- 2 " 120c AT INTERMEDIATE SUPPORTS —NMW_] 4x6 POST PN D.F. DENSE SELECT. o“ a QUAL AT EACH CORNER ——__| 2- 1 4 " RO BOLT OR APPROVED EQUAL /2\ FRONT SECTION PT 6x6 SILL PLATE - 2x6 PLATE DATE >. 7/4 Washington State Department of Transportation WASHINGTON STATE FERRIES KEYSTONE AND PORT TOWNSEND $01.23 FERRY TERMINALS SHEET NEW TOLLBOOTH AND RELOCATION x FRAMING PLAN I cueers FILE NAME: g:\proj\PT\09W153_XL3492_Tol |booth_Relocate\PE\PE _PD\P | ans\90%\09w153s01 .23.dlv PRINTED: 11:22:47 AM 10/21/2010 LAST PRINTEO BY4! FED.AID SUBMITTAL DATE: 10/21/2010 mor in PROJ.NO. DESIGNED BY: J. BERNSTEIN 10/21/2010 *- WA- * ENTERED BYs M. MORIN 10/21/2010) REGION NO] $TATE CHECKED BY: T. BERTUCCI 10/21/2010) 10 [WASH MAR PROJ ENGR: L. PARRIOTT 10/21/2010 JOB NUMBE PM & ENGR MNGR: N. MCINTOSH fan) ASST SECRETARY: 0. MOSELEY REVISION DATE BY COseee f1 \ SE R V I C E SI D E SE C T I O N SE PE R M I T SU B M I T T A L PT 6x 6 SI L L PL A T E Y" " PL Y W O O D W/ 8d e@ 6” o c AT ED G E & 12 ' o c AT /2 SI D E SE C T I O N ae , 2- 2 x 6 PL A T E Su i t IN T E R M E D I A T E SU P P O R T S Gx HE A D E R LE N G T H = 11 ° ) W/ Yo " PL Y W O O D W/ 8d @ 6’ ’ o c an e PL A T E “S I M P S O N CS 1 6 (E N D ‘S I M P S O N “D S P ” 20 - 1 0 d FA S T E N E R S AT ED G E & 12 ” 0 c AT 6x 8 HE A D E R LE N G T H = 11 ° ) W/ OR AP P R O V E D IN T E R M E D I A T E SU P P O R T S 20 - 1 0 d FA S T E N E R S EQ U A L 2x 6 ST U D e SO L I D 2x 6 BL O C K I N G SI M P S O N “D S P ” — 2x 6 ST U D e 4x 6 PO S T 16 ” o c , U. N O . OR AP P R O V E D EQ U A L 16 ’ ’ o c , U. 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OP E N | OP E N NA I L 8- 1 0 0 x 1 ' / 2 T O SI L L PL A T E 6- 1 0 0 x 1 ' / OP E N OP E N TO VE R T I C A L 2x 6 ‘ S . | NA I L I N G TY P . ; : TH I S SH E E T OR AP ED EQ U A L SI ax 6 po s t | = | + So v 1 D 2x 6 CK I N G q R AP P R O V E D EQ U A L AP P R O V E D EQ U A oa 2- 2 x 6 PL A T E 2- 2 x 6 PL A T E WA ; | ne — —T |_ | Ea | ge HH S SO L 10 2x 6 2 2\ i 2 BL O C K IN G 2 50 1 . 2 6 50 1 . 2 6 9 " + $0 1 . 2 6 ] $0 1 . 2 6 nN OP P OP P ¥4 " PL Y W O O D «T Y P ) — ~ ja em e r y . = - ' a= Go v EQ U A L 2x 6 PL A T E (T Y P ) (4 sO c a T r e n e TH I S PA N E L ) == — = (4 LO C A T I O N S TH I S PA N E L ) FI L E NA M E ? gi \p r o ] \ P T \ O 9 W 1 5 3 _ X L 34 9 2 - 1 0 1 Ib o o t h _ R e l o c a t e \ P E \ P E -P O \ P 1o n s \ 9 0 % \ 0 9 w 1 5 3 5 0 1 - 2 4 . d 1 V PR I N T E D : 11 : 2 2 : 5 3 AM 10 / 2 1 / 2 0 1 0 Ju s t ea i n t e o er y FE D . A I D _> . KE Y S T O N E AN D PO R T TO W N S E N D $0 1 . 2 4 SU B M I T T A L DA T E : 10 7 2 1 7 2 0 1 0 an PR O J . N O . we DE S I G N E D BY : J. BE R N S T E I N 10 / 2 1 / 2 0 1 0 2 WA - RE ) Wa FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 1 / 2 0 1 0 RE G I O N NO ] ST A T E CH E C K E D BY : T. BE R T U C C I 10 / 2 1 / 2 0 1 0 10 [W A S H Wa s h i n g t o n St a t e NE W TO L L B O O T H AN D RE L O C A T I ON OF wi Fe o EN G R ) __ il s BA R R LU S T a do w i s s _ . 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 : _N . MC I N T O S H DS N —— S ai a n t o k Sr T E CR R I E S FR A M I N G PL A N [I ] 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 |B Y | OO x K x x WA SH E E T S 11 ’ -1 0 " NO T E S : 4. AL L PL Y W O O D PA N E L ED G E S SH A L L HA V E BL O C K I N G . \3 0 1 . 2 6 / si m —e ee e PT 6x 6 SI L L PL A T E PT 2x 4 e@ 1' - O ” o c HE M F I R SE L E C T ST R U C T U R A L WI T H on Lu s z 4 - 2 " OR AP P R O V E D EQ U A L 2- 6 " 5/ - 1 1 " 5‘ -1 1 " 2' - 6 " ; 1. CO O R D I N A T E FR A M I N G W/ EL E C T . CO N T R A C T O R . 2. AL L FR A M I N G DI M E N S I O N S AR E R. O . -- - - VY LA MZ 3. SE E WI N D O W SC H E D FO R OP E N I N G SI Z E . ' SI M P S O N TI E ‘‘ L S S U 2 1 0 ” OR ! AP P R O V E D EQ (T Y P ) | | At t ] A Ly i pL y w o o o 80 NA I L S @ 6” Ai r be -S P A C I N G AT ED G E S 12 ° @ 2x 1 2 BL O C K I N G 2 IN T E R M E D I A T E SU P P O R T S @ ST U D WA L L 2x 6 ST U D WA L L Wy n s| ie | — 2x 1 2 BL O C K I N G e@ ST U D WA L L ay = a al = Ps 7) wo } NI C ! f = ay qW r V, a vT 2x 1 2 RI D G E BO A R D ( J ] 2x 1 2 BL O C K I N G = RE Q U I R E D AT PA N E L ED G E S 2) { ] SI M P S O N TI E “L U S 2 6 - 2 " AT DO U B L E ST U D (T Y P I C A L ) 5- 1 1 " ga i t A -o On AP P R O V E D Eo u a t . (1 PT 6x 6 SI L L PL A T E , TY P , 11 ° -1 0 “j \S 0 1 . 2 6 / SI D E [ WA | et o c c c t } er r s aa h y oa oP hh h . I i} | Wa : He l ; Ee wt I LT ] I ! 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I J [] = MU L L XE 1 (C : \ 1 Gd ! 4 \ S LL s1 2x 6 CE I L I N G FR A M I N G e@ 2° - 0 ' ' 0 C J OR AP P R O V E D EQ U A L (T Y P ) PE R M I T SU B U W I L I N C A r R a m i N G PL A N \L ne ST U D WA L L SE R V I C E SI D E \ 18 ° ’ x 2 4 " FL O O R AC C E S S W/ DO U B L E 2x 4 FR A M I N G /2 \ FL O O R FR A M I N G PL A N I FI L E NA M E : g: \ p r o j \ P T \ 0 9 W 1 5 3 _X L 3 4 9 2 _ T o l |l b o o t h _ R e l oc a t e \ P E \ P E -P D \ P la n s \ 9 0 % \ 0 9 w 1 5 3 s 0 1 -2 5 . d l y PR I N T E D : 11 : 2 3 : 0 0 AM 10 / 2 1 / 2 0 1 0 LA S T PR I N T E D BY s FE D . A I D SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 fo r in PR O J . N O . DE S I G N E D BY : J. BE R N S T E I N 10 / 2 1 / 2 0 1 0 } *- WA - EN T E R E D BY : M. MO R I N 10 / 2 1 / 2 0 1 0 } RE G I O N NO ] SX A T E CH E C K E D BY : T. BE R T U C C I 10 / 2 1 / 2 0 1 0 10 [W A MA R PR O J EN G R : L. PA R R I O T T 10 / 2 1 / 2 0 1 0 JO B NU M B E R PM & EN G R MN G R : N. MC I N T O S H AS S T SE C R E T A R Y : 0. MO S E L E Y RE V I S I O N DA T E z ER Y ; _ S XC > S fh e * = a 2 DA T E DA T E i, 4 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 WA S H I N G T O N ST A T E FE R R I E S KE Y S T O N E AN D PO R T TO W N S E N D 50 1 . 2 5 FE R R Y TE R M I N A L S a NE W TO L L B O O T H AN D RE L O C A T I O N 7 FR A M I N G PL A N II I _ <_> ie \ PT 6x 6 fo si e PL A T E dx HO S T Ap S PG S E a '5 = S I M P S O N ““ L 9 0 ” AN G L E S \ Sr Ei d e OR AP P R O V E D EQ U A L SP A C E EQ U A L L Y HE I G H T OF WA L L A 3 RG RT S NO T C H 2x @ BA S E FO R HO L D DO W N AL — DE T A I L ta t e } DE T A I L Sa l a Y GE T G t Ge WA L L — DE T A I L FA C E OF ST U D WA L L $0 1 . 2 5 7 $0 1 . 2 4 $0 1 . 2 4 6x 6 TO L L BO O T H 1 2 om Wy " ® AD H E S I V E EX I S T I N G 4x 6 TO L L BO O T H 2 sr e e *4 BA R CO N T I N U O U S 3- 5 ” FO U N D A T I O N ED G E -1 ° @ A3 0 7 BO L T , GA L V FR O M TO P OF CO N C R E T E . | z CO N C R E T E SL A B (\ x = . ‘ \ YY — — LS S LO SO GO R , 1- 0 " LY . ~ : | eo | NO CO N S T R U C T I O N ele 1 AL | 4% JO I N T PE R M I T T E D Tt IN FO U N D A T I O N (B Y = | —— — 3 ee ai e \ | 4 . PL A C E SI M P S O N “* FO R RE B A R S IN ” 4 #4 , 12 WI T H CO U P L E R 5 al SL A B & FO O T I N G ja r ” OR AP P R O V E D EQ U A L . IN S T A L L HO O K 45 ° MI N I M U M = (4 ) DE T A I L FR O M FO U N D A T I O N ED G E (B \ SE C T I O N ey 6x 6 TO L L BO O T H 1 a. L 5x 4 LL V EX I S T I N G 4x 6 TO L L BO O T H 2 ov | 5” Ye " @ AO E S I V E 1° @ A3 0 7 BO L T , GA L V - | — #4 BA R CO N T I N O U S AN C H O R sa EM B E D M E N T : 5x 4 UL V , “2 5 FR O M TO P 1° @ A3 0 7 BO L T , GA L V - — — ~ = : ic a n ‘o 28 - | : <s z cr s \ : t e — 2 TI K A K R A R K R a “ : St Oe a —_ Bs _ : > = wo 1 = = . UE © PE S : 7 r 3| _ AN B ra a L S S ! aa La n a T 2 Sn ay a a, 12 " on I PL A C E “‘ S I M P S O N SS T B 1 4 ” ee a x: 3 *4 x . eS s z . ae WI T H CO U P L E R “C N W 5% ” OR AP P R O V E D : ah a e CU R E CU R B LI N E , BE Y O N D ju Pn EQ U A L PL A C E SS T B AR R O W © CO R N E R AP P L I C A T I O N ZA SE E — Ng ny e 12 0 2 " 49 " CO N C R E T E FO O T I N G x ja r ” CO R N E R 3" 24 ” - N O CO N S T R U C T I O N FO R RE B A R IN “J O I N T PE R M I T T E D IN SL A B & FO O T I N G ae 12 % ) " FO U N D A T I O N ai t 2 PE R M I T SU B S H I E T A M gy De T A l L By pe t a l (3 0 1 - 2 0 7 cu r s & SL A B NO T SH O W N \9 0 1 - 2 0 / c u R B AN D SL A B NO T SH O W N 25 % ee n FI L E NA M E : g: \ p r o j \ P T \ 0 9 W 1 5 3 _ X L 3 4 9 2 - _ T o l |b o o t h . R e l o c a t e \ P E \ P E _P D \ P 1 a n s \ 9 0 % \ 0 9 w 1 5 3 s 0 1 .2 6 . d l ¥ SS SA OS PR I N T E D : 11 : 2 3 : 0 3 AM 10 / 2 1 / 2 0 1 0 [u s t pn i w t e o ev s FE D . A I D go PO N + ys KE Y S T O N E AN D PO R T TO W N S E N D S0 1 . 2 6 | SU B M I T T A L DA T E : 10 / 2 1 / 2 0 1 0 fo r in PR O J . N O . SA S DE S I G N E D BY : T. NG Y 10 7 2 1 7 2 0 1 0 WA 38 K - 7/ 7 FE R R Y TE R M I N A L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 1 / 2 0 1 0 } RE G I O N NO ] ST A T E 3 CH E C K E D BY : J. BE R N S T E I N 10 / 2 1 / 2 0 1 0 } 10 [W A S H ] \o \ % %e i e 7 1s | Wa s h i n g t o n St a t e NE W TO L L B O O T H AN D RE L O C A T IO N OF MA R PR O J EN G R : 5 08 NU N B E S2 5 . PM & EN G R MN G R : = ee 1o f a i / 2 0 i e Os w i s 3 Oy SS De p a r t m e n t of Tr a n s p o r t a t i o n TO L L B O O T H IN S T A L L A T I ON PL AN 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 [B Y ] OO K e H S os ve WA S H I N G T O N ST A T E FE R R I E S AN D DE T A I L S SH E E T S IN T A K E LO U V E R (A T 13 2 ” 8F T / S E C AI R VE L O C I T Y AB O V E FI N I S H E D FL O O R ) PR O V I D E FI L T E R S AS FO L L O W S : 12 x 1 2 x 3 WI T H IN S E C T ME D I U M EF F I C I E N C Y , PL E A T E D SE R E C N . GA L V A N I Z E D ST O E L PA N E L TY P E , DI S P O S A B L E FI L T E R S . WI T H PR I M E CO A T AN D ME D I A SH A L L HA V E AN AV E R A G E BA K E D EN A M E L FI N I S H TO EF F I C I E N C Y OF 25 % - 30 % AT M O S P H E R I C , ch SB N O L TO O N S 2I N E MA T C H ME T A L RO D F I N G AN D 90 % - 92 % AR R E S T A N C E BY AS H R A E ST A N D A R D 52 - 76 FA R R IN TH I S CO R N E R 30 / 3 0 OR AP P R O V E D . (B E H I N D TR I M ) fe t HE A T PU M P AI R CO N D I T I O N I N G UN I T “e n IN D O O R SE C T I O N ai HE A T PU M P HI G H WA L L MO U N T E D —p AI R CO N D I T I O N I N G UN I T - 24 0 V - 1 " 2 OU T D O O R SE C T I O N 7 —= a g 12 , 0 0 0 BT U CO O L I N G 24 0 V - 1 @ , 1 5 1 0 V A ee ee t __ en SE E R 20 oo fe ) fe ) | ‘a = ! | Haz Hl I 4 | = | ‘ pa r r | HE A T PU M P UN I T = |) a Po e IN D O O R SE C T I O N — | | Ls | | | | IE LL == —— = A FR E S H AI R FA N IN AT T I C wo r c o | 90 c f m AT 1” ST A T I C ie PR E S S U R E , 11 5 V WI T H Le a n n e — IN T E G R A L PO W E R PL U G , GR E E N H E C K CS P - A 1 1 0 OR AP P R O V E D CE I L I N G DI F F U S E R 6x 6 " 10 0 c f m PE R SE C O N D KR U E G E R SH 2 OR (1 SE C T I O N AP P R O V E D YS ME C H A N I C A L PL A N AT CE I L I N G FI L E NA M E : _g : \ P r o j \ P T \ O 9 W 1 5 3 _ X L 3 4 9 2 _ T o l |b o o t h _ R e l oc a t e \ P E \ P E -P D \ P | an s \ 9 0 % \ 0 9 w 1 5 3 m 0 1 .2 0 . d 1 ¥ 4 PR I N T E D : 8: 0 8 : 4 2 AM 10 / 2 0 / 2 0 1 0 [l a s t en i w r e o av i FE D . A I D YN KE Y S T O N E AN D PO R T TO W N S E N D MO 1 . 2 0 SU B M I T T A L DA T E : 10 / 2 0 / 2 0 1 0 mo r in PR O J . N O . DE S I G N E D BY : M. SC O T T 10 / 2 0 / 2 0 1 0 *- WA - 2K 7/ 7 FE R R Y TE R M I NA L S SH E E T EN T E R E D BY : M. MO R I N 10 / 2 0 / 2 0 1 0 RE G I O N NO ] ST A T E pd a Me t eo ee —— — — Oo w i 5 3 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 : N. MC I N T O S H —a E 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 TB Y | Oo x K K i WA S H I N G T O N ST A T E FE R R I E S ME C H A N I C A L PL A N S AN D SE C T I O N S se e l s