Port of Port 26, 2020, 5:30 p.m. Via or (253) 215 8782 and

P.O. Box 1180 | Port Townsend, WA | 98368‐4624 Administration 360.385.0565 | www.portofpt.com | [email protected]

The Port welcomes your comments in writing before the meeting (which will be presented to the commission and made available and part of the record), or live during the meeting - you can ‘raise your hand’ electronically during our Zoom meeting.

Port of Port Townsend Meeting Agenda

Wednesday, August 26, 2020, 5:30 p.m.

Via https://zoom.us/ – or call (253) 215‐8782 – and use Webinar ID: 862 6904 3651, Password: 911887 This meeting will only be accessible remotely, as per Governor's Proclamation 20‐28.

I. Call to Order / Pledge of Allegiance

II. Approval of Agenda

III. Public Comments

IV. Consent Agenda

A. Approval of Workshop & Regular Business Meeting Minutes, August 12, 2020 ...................... 1‐5

B. Approval of Warrants ............................................................................................................. 6‐14

C. Port Townsend Aero Museum Expansion – Preliminary Plans ............................................. 15‐38

V. Second Reading

VI. First Reading

VII. Regular Business

A. 2021 Budget Status & Issues ................................................................................................. 39‐43

B. COVID‐19 Update (no materials) ................................................................................................ 44

C. ICC updates (no materials) ......................................................................................................... 45

VIII. Staff Comments

IX. Commissioner Comments

X. Next Public Workshop / Regular Business Meeting: Workshop at 9:30 a.m.; Meeting at 1:00 p.m., Wednesday, September 9, 2020, via Zoom

XI. Executive Session none scheduled as of August 21, 2020

XII. Adjournment Informational Items .................................................................................................................................... 46 Port Contracts Update ................................................................................................................... 47 July 2020 Operations Report .................................................................................................... 48‐52

PORT COMMISSION PUBLIC WORKSHOP – August 12, 2020

The Port of Port Townsend Commission met for a Public Workshop via Zoom

Present: Commissioners Hanke, Petranek & Putney Executive Director Berg Finance Director & Port Auditor Berg Recorder Erickson Operations Manager Khile Maintenance Manager Sparks

I. CALL TO ORDER:

Commissioner Putney called the Workshop to order at 9:35 a.m.

II. AGENDA:

Discuss Budget issues, goals & assumptions, will include review of year-to-date June 2020 budget to actual results presented at the July 22nd Commission meeting.

• Include Operations & Maintenance Managers to discuss potential rate increases, new rates, equipmentpurchase requests and operating expenses.

III. ADJOURNMENT:

The Workshop adjourned at 11:26 a.m.

ATTEST:

Pamela A. Petranek, Secretary William W. Putney III, President

Peter W. Hanke, Vice President

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PORT COMMISSION REGULAR BUSINESS MEETING – Wednesday, August 12, 2020

The Port of Port Townsend Commission met for a regular business session via Zoom online.

Present via Zoom online video: Commissioners Hanke, Petranek and Putney Executive Director Berg Finance Director & Port Auditor Berg Port Recorder Erickson Port Attorney Reardanz

I. CALL TO ORDER (00:00:00)Commissioner Hanke called the meeting to order at 1:00 p.m.

II. APPROVAL OF AGENDA (00:00:03)Commissioner Putney moved to accept the Agenda as presented.Commissioner Petranek seconded the motion. Motion carried by unanimous vote.

III. PUBLIC COMMENTS (00:0:30) ~ sent in via email and read aloud:

Bertram Levy emailed comments on the budget Workshop agenda. He liked the idea of prepayingmoorage for a year and had a few questions about logistics. He had ideas about how to incentivizeand facilitate monitoring ramp usage, including water usage in the washdown area. He alsomentioned that coupling costs to cost centers for capital improvement makes good sense.

Charley Kanieski had some budget considerations for the 2021 budget: make sure to get themaximum amount for IDD for the next year; subcontract for, rather than hire a grant writer; andsomeone to administer the IDD money.

A Discovery Bay Highland resident sent an email about low-flying aircraft that are extremely loud,wondering what, if anything the Port could do about enforcing the FAA-published minimal altituderequirements and/or noise abatement measures.

Liz Hoenig Kanieski attended the meeting via Zoom and expanded on her husband’s commentswith suggestions: present an integrated package of operating budget, 6-year capital budget, andrevenues; hold operating expenses to 2017 levels for five years; develop a preventativemaintenance plan; etc.

IV. CONSENT AGENDA (00:15:33)

A. Approval of Regular Business Meeting Minutes from July 8, 2020

B. Approval of Warrants

Warrant #062652 through #062661 in the amount of $38, 673.23 and Electronic Payment in theamount of $144,338.36 for Payroll & Benefits.

Warrant #062662 through #062725 in the amount of $402,017.21 for Accounts Payable.Electronic Debit in the amount of $175.00 for Business License Renewal.Electronic Debit in the amount of $20,567.73 for 2nd Quarter Tax Return.Warrant #062468 in the amount of $709.82 is declared void.

Commissioner Putney moved to approve the Consent Agenda as presented. Commissioner Petranek seconded the motion. Motion carried by unanimous vote.

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Port Commission Regular Business Meeting, August 12, 2020 pg. 2

PoPT Commission Meeting Minutes 20200812CommMtgMins.docx

V. SECOND READING - none

VI. FIRST READING - none

VII. REGULAR BUSINESS (00:19:47)

A. COVID-19 Model Update

Executive Director Berg introduced the report by saying this was the ninth memo providingupdated information about how the COVID-19 pandemic is affecting the Port. The modelcontinues to perform about as predicted, and there are no new recommendations for theCommission.Commissioner Hanke thanked Finance Director Berg for the highlights in the statement at theback, saying it really helps.

B. Comprehensive Scheme of Harbor Improvements (CSHI) Update (00:21:07)

Executive Director Berg told the Commission that there is a call for funding by Recreation andConservation Office (RCO) that matches nicely with two projects: the priority-listed Mats Matsboat launch and the Gardiner boat launch (the only public access to Discovery Bay). Thecurrent draft CSHI update was presented to the Commission at a January 2020 workshop, andthe Port would like to complete the update in a timely way in order to maintain eligibility forBoating Facilities Program Grants administered by the RCO and to more accurately reflectchanging capital priorities.Commissioner Hanke commented that a Port can update its Comp. Scheme whenever it wantsto, so that even if we move on this fast track, we plan to come back and redo the CSHI. Oneupdate to be sure to do is to change the Executive Director name on page 28.Executive Director Berg asked for direction on timing and on priorities to include in the 2021 list,and mentioned that we need to finish the more comprehensive update before election season,which is a bad time to do long-range planning.After a short discussion, Commission supported finishing the update to the current document(which is extremely thorough) to qualify for this grant, and then continuing to modify it in amore thorough way later, involving the public in a fully vetted process. Commission agreed thata more complete update to the CSHI would need to be complete by early May to avoid theelection season, and that it needs to be aligned with the Strategic Plan. They felt that aftercompleting the budget in late fall they might have time to address this.Commissioner Putney moved to authorize staff to proceed with preparation of an update tothe Comprehensive Scheme of Harbor Improvements as necessary to maintain eligibility forgrant funding, with a first reading and Commission public hearing anticipated to beconducted on September 23, 2020, and second reading and adoption anticipated forOctober 14, 2020.Commission clarified that this would not be the final update.Commissioner Petranek seconded, and the motion carried unanimously.

C. Intergovernmental Coordinating Committee (ICC) updates (00:38:50)

Executive Director Berg said that since the last meeting, the ICC (the group of 8) occurred onJuly 23 at 5:00 PM, and reported that the they had received some updates from communitygroups, and the next meeting on August 27, the ICC would look at their recommendations, andon September 24 there will be some public process for a draft in October.

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Commissioner Petranek shared that the Food Systems Committee is meeting weekly, with getting together one week, and doing listening sessions the following week, and they learned that the timeframe is extremely limited – Commissioner Brotherton let them know that the CARES money needs to be determined and designated by the end of September. There is funding, but it needs to be for something that is fundable now, not for some future thing. The Committee is looking at a list of projects and narrowing that down based on this information. Commissioner Hanke shared that the ICC group came to the same realization that the timing was short. Commissioner Putney shared that Russ Elliott (Director of the State Broadband Office in the Department of Commerce) zoomed with the Broadband Committee and encouraged them to apply for a big budget, because he feels that the money is there and can have a big impact on economic recovery; however, applications cannot be drawn out - they need to be done quickly.

VIII. STAFF COMMENTS (00:43:19)Executive Director Berg commented that it had been a maintenance heavy week: crew was workingon fire suppression at Point Hudson, and tires were being changed on the 300-Ton Travelift. Hetoured Coast Seafoods with Pam on Monday, and will be back next week to meet with somemembers of the Quilcene Lingerlonger committee about where Quilcene fits with our plans. Hementioned that IDD funds could be used as matching funds for grants to pay for projects, which is agood way to stretch the funds. He mentioned that he had a nice conversation with U.S.Congressman Kilmer; and that he is getting farther along in contracting with a lobbyist to help thePort. He mentioned there was a dive team at Point Hudson doing necessary survey work there, andthat Widener’s team is working at various project locations to help the Port with permitting,including the Point Hudson Jetty and Boat Haven breakwater repair.

Finance Director Berg commented that she is busy preparing the budget and is discussing projectsand costs with Executive Director Berg and other managers to get an idea of costs. They are alsolooking at rates, so they can present them simultaneously with a first draft of the budget to theCommission. The Port recently did a second draw on the line of credit in the amount of $1.25 millionfor a fourth payment to Scarcella Brothers for the airport runway project in the amount of $1.4million.

IX. COMMISSIONER COMMENTS (00: 47:38)

Commissioner Petranek thanked the public for their comments today and encouraged thecommunity to participate, especially during the budget process in the next few months. She inviteda Commission discussion on ways to engage the public further – like Zoom chats with aCommissioner, or a booth at the public market - different ways to engage the community. Onepublic engagement thing she was involved in was a KPTC interview aired Tuesday about what’sgoing on at the Port; there will be a podcase that can be used on the Port’s website.

Commissioner Petranek toured Coast Seafoods with Eron and initiated discussion will the Quilcenecommunity; they will meet with them again on Monday (8/17/20) about how they can make apresentation to the Commission. She attended the Marine Resource Committee on 8/4/20 wherethere was a discussion with folks from Quilcene; County Commissioner Brotherton was there andsaid he is dedicated to doing anything he can to help, along with the Port. MRC also discussed PortTownsend Public School District’s use of maritime, place-based education.

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Commissioner Petranek met with Kate Dean and will meet with City, County, Port leadership (City Council members Michelle Sandoval and Ariel Speser, along with and County Commissioner Kate Dean) again this Friday about a shared vision. She met with Derek Kilmer and Pete Langley yesterday via Zoom and talked about how Pete’s foundry is one of only 5 in the country contributing to a huge economic impact nationally. They also talked about waste management and how to reuse and dispose of it locally instead of just shipping it out of the area.

Commissioner Putney commented that he had toured Coast Seafoods as well, and had gone to see the FLUPSY at the John Wayne Marina, followed up with a tour at Point Hudson to see where a FLUPSY might fit there.

Commissioner Hanke commented that he had toured FLUPSY as well and was excited about the possibility of the Jamestown S’Klallum tribe’s becoming a part of Point Hudson. He said it was encouraging to see how well the Port is functioning right now -- at all levels. He expressed concern and cautioned that it’s important to remember that people can only do so much; however, he wanted to compliment staff for working so hard.

X. Next Public Workshop & Regular Business Meeting (00:58:11) Regular Business MeetingWednesday, August 26, 2020, at 5:30 p.m., via Zoom. At this time there is no public workshopscheduled.

XI. EXECUTIVE SESSION (00:55:56) re current or potential litigation, RCW 42.30.110(1)(i)

Commissioner Hanke adjourned at 1:59 p.m. to executive session, with no potential decisions madetoday, Commission will not reconvene in order to adjourn.

XII. ADJOURNMENT: after close of Executive Session, meeting adjourned at 2:49 p.m., there being nofurther business before the Commission.

ATTEST:

_________________________________

Peter W. Hanke, President

______________________________

Pamela A. Petranek, Secretary

__________________________________

William W. Putney III, Vice President

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PORT OF PORT TOWNSEND AGENDA COVER SHEET

MEETING DATE August 26, 2020

AGENDA ITEM ☒ Consent ☐ 1st Reading ☐ 2nd Reading ☐ Regular Business ☐ Informational

AGENDA TITLE IV.D. Port Townsend Aero Museum Expansion – Preliminary Plans

STAFF LEAD Eric Toews, Deputy Director

REQUESTED ☐ Information ☒ Motion/Action ☐ Discussion

ATTACHMENTS 1. Info Memo2. PT Aero Museum Expansion Plans

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PORT OF PORT TOWNSEND INFORMATIONAL MEMO

20200826-Staff Memo Page 1 of 1 Port Townsend Aero Museum Expansion Plans

DATE: 8/26/2020

TO: Port Commission

FROM: Sue Nelson, Lease & Contracts Administrator

SUBJECT: Port Townsend Aero Museum Expansion Plans

BACKGROUND: The Port received a letter dated November 22, 2019 from Mike Payne, Port Townsend Aero Museum Director, requesting to expand the current museum display building. The proposed addition is 90’ x 60’ (5,400 square feet), with a height of 38’. A Letter of Intent was agreed to in January 2020, specifying the following to be included in the plans:

i. Preliminary grading and drainage plan;ii. Stormwater management plan;iii. Engineered site plan with survey;iv. Utilities locations and power upgrade plan (if needed);v. Proposed wastewater disposal and water service connections (if any);vi. Proposed locations of ingress and egress to and from public thoroughfares (if any);vii. Proposed exterior lighting design;viii. Proposed locations for staff/visitor parking; andix. Proposed building design.

The preliminary construction plans and specifications should be of sufficient detail to enable potential contractors and subcontractors to make reasonably accurate bid estimates and to enable the Port to make an informed judgment about the design and quality of construction.

GPS coordinates and related information on the site have been submitted to the FAA for consideration to amend the ALP.

DISCUSSION: As required in the January 2020 Letter of Intent between the Port and the Aero Museum, preliminary plans for the expansion are now being submitted for Commission approval. Note: GPS coordinates and related site material were submitted to the FAA for the ALP Amendment, which is currently in process.

RECOMMENDATION: Approve the attached Aero Museum expansion plans.

ATTACHMENTS • Preliminary Port Townsend Museum Expansion Plans

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EX. WATER, POWER &TELEPHONE SERVICE LINE

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LEGEND:... PROPERTY BOUNDARY... EXISTING BUILDING ROOF EDGE... PROPOSED BUILDING ROOF EDGE... BUILDING WALL EDGE... SEPTIC SYSTEM... PARKING LOT MARKING... STORM PIPE LINE... FENCE... EDGE OF WETLAND... EXISTING ROAD/ TARMAC... ROAD CENTERLINE... POWER, TELEPHONE, & WATER... DITCH LINE... CONCRETE PAD AND SIDEWALK

... SCREEN - C LANDSCAPING

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"SNUG-TIGHT" EXCEPT AS FOLLOWS;

IN CANADA, ALL A325 AND A490 BOLTS SHALL BE "PRE-TENSIONED", EXCEPT FOR SECONDARY MEMBERS ANDFLANGE BRACES.

PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS MACHINERY THAT CREATES VIBRATION, IMPACT, OR STRESS

IT IS THE RESPONSIBILITY OF THE ERECTOR TO ENSURE PROPER BOLT TIGHTNESS IN ACCORDANCE WITH APPLICABLEREGULATIONS. SEE RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS FOR MORE INFORMATION.SEE ERECTION GUIDE FOR BOLT TIGHTENING INSTRUCTIONS. THE FOLLOWING CRITERIA MAY BE USED TO DETERMINETHE BOLT TIGHTNESS (I.E.-SNUG TIGHT OR PRE-TENSION) UNLESS REQUIRED OTHERWISE BY LOCAL JURISDICTION ORCONTRACT.

ALL A490 BOLTS SHALL BE "PRE-TENSIONED". A325 BOLTS IN PRIMARY FRAMING AND BRACING CONNECTIONS MAY BE

PRE-TENSION A325 BOLTS IF BUILDING SUPPORTS A CRANE GREATER THAN 5 TON CAPACITY.

REVERSALS ON CONNECTIONS.

PRE-TENSION ANY CONNECTION WITH DESIGNATION A325-SC. SLIP CRITICAL (SC) CONNECTIONS MUST BE FREEOF PAINT, OIL OR OTHER MATERIALS THAT REDUCE FRICTION AT CONTACT SURFACES. GALVANIZED OR LIGHTLYRUSTED SURFACES ARE ACCEPTABLE.

SECONDARY MEMBERS AND FLANGE BRACE CONNECTIONS ARE ALWAYS "SNUG TIGHT", UNLESS INDICATED OTHERWISE INERECTION DRAWING DETAILS.

HOT ROLLED ANGLES A529, A572, A588, A992 GRADE 50

3 PLATE WELDED SECTIONSCOLD FORMED LIGHT GAGE SHAPESBRACE RODSHOT ROLLED MILL SHAPES

CLADDING A653, A792

A36, A529, A572, A588, A992A572, A510A653, A1011A529, A572, A1011, A1018 GRADE 55

GRADE 60GRADE 50GRADE 36 OR 50

GRADE 50 OR GRADE 80

ASTM DESIGNATION

GENERAL NOTESMATERIALS

HIGH STRENGTH BOLT TIGHTENING REQUIREMENTS

HOLLOW STRUCTURAL SECTION (HSS) A500 GRADE BR

a division of BlueScope Buildings North America, Inc.



THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VPBUILDINGS. IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THEAPPLICABLE PURCHASE ORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALLNOT BE MODIFIED, REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTENAPPROVAL OF VP BUILDINGS.


THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOOD QUALITYWORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING, DETAILS REFERENCED IN THISDRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, AND INDUSTRY STANDARDS PERTAINING TO PROPERERECTION, INCLUDING THE CORRECT USE OF TEMPORARY BRACING.



THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VPAND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THEVP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGNOF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TOANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.

Planograph Details

Notes

D

INSPECTION AND TESTING



THE VP ENGINEER'S SEAL APPLIES ONLY TO THE WORK PRODUCT OF VPAND DESIGN AND PERFORMANCE REQUIREMENTS SPECIFIED BY VP. THEVP ENGINEER'S SEAL DOES NOT APPLY TO THE PERFORMANCE OR DESIGNOF ANY OTHER PRODUCT OR COMPONENT FURNISHED BY VP EXCEPT TOANY DESIGN OR PERFORMANCE REQUIREMENTS SPECIFIED BY VP.

SPECIAL INSPECTIONS AND TESTING REQUIRED BY AUTHORITY HAVING JURISDICTION (AHJ) DURING CONSTRUCTION AND/ORSTEEL FABRICATION IS THE RESPONSIBILITY OF THE OWNER OR OWNERS AUTHORIZED AGENT. WHEN REQUIRED, THE OWNERSHALL EMPLOY A QUALITY ASSURANCE AGENCY (QAA) APPROVED BY THE AHJ. THE BUILDER IS RESPONSIBLE TOCOORDINATE BETWEEN THE QAA FIRM AND BBNA FABRICATION FACILITIES. THE TYPE AND EXTENT OF SPECIAL INSPECTIONSAND NDT WELD TESTING MUST BE SPECIFICALLY STIPULATED IN CONTRACT DOCUMENTS OR BBNA WILL ASSUME SPECIALINSPECTIONS AND/OR NDT TESTING ARE WAIVED AS PERMITTED BY THE BUILDING CODE BASED ON BBNA FACILITIES IASAC472 ACCREDITATION.

COVER SHEETGrant Steel Building Systems, Inc.

Port Townsend Aero Museum

Port Townsend, Washington

Port Townsend Aero Museum

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NOT FOR CONSTRUCTION

20

ShapeSnow Buildup

Surface Description X Location Y Location Magnitude2020 Addition Roof: A Unbalanced Snow Load 1, Shifted Right : Roof: A 0.0 ft 10.3 ft 13.9 psf

0.0 ft 0.0 ft 13.9 psf90.0 ft 0.0 ft 13.9 psf90.0 ft 10.3 ft 13.9 psf

2020 Addition Roof: A Unbalanced Snow Load 1, Shifted Right : Roof: A 90.0 ft 0.0 ft 13.9 psf91.0 ft 0.0 ft 13.9 psf91.0 ft 10.3 ft 13.9 psf90.0 ft 10.3 ft 13.9 psf

2020 Addition Roof: B Unbalanced Snow Load 1, Shifted Right : Roof: B 0.0 ft 0.0 ft 18.0 psf90.0 ft 0.0 ft 18.0 psf90.0 ft 7.9 ft 18.0 psf0.0 ft 7.9 ft 18.0 psf

2020 Addition Roof: B Unbalanced Snow Load 1, Shifted Right : Roof: B -1.0 ft 7.9 ft 18.0 psf-1.0 ft 0.0 ft 18.0 psf0.0 ft 0.0 ft 18.0 psf0.0 ft 7.9 ft 18.0 psf

1. The Snow Buildup loading shown is in addition to the flat or sloped roof snow.2. The X and Y Location dimensions are from the point of origin of each surface.

WHEN MULTIPLE BUILDINGS ARE INVOLVED, SPECIFIC LOAD FACTORS FOR DIFFERING OCCUPANCIES, BUILDING DIMENSIONS,Codes and Loads

HEIGHTS, FRAMING SYSTEMS, ROOF SLOPES, ETC., MAY RESULT IN DIFFERENT LOAD APPLICATION FACTORS THANINDICATED BELOW. SEE CALCULATIONS FOR FURTHER DETAILS. WIND LOADS ARE APPLIED TO OVERALL BUILDING ENVELOPE.COMMON WALLS BETWEEN CONNECTED SHAPES ARE NOT SUBJECT TO EXTERNAL WIND LOADS.City: Port Townsend County: Jefferson State: Washington Country: United States

Building Code: 2015 International Building CodeBuilding Code

Structural: 10AISC - ASD Rainfall: I: 4.00 inches per hourBuilding Risk/Occupancy Category: II (Standard Occupancy Structure) Cold Form: 12AISI - ASD f'c: 3000.00 psi Concrete

Collateral Gravity:6.00 psfDead and Collateral Loads

Collateral Uplift: 0.00 psf

Wind LoadWind Speed: Vult: 110.00 (Vasd: 85.21) mphThe 'Envelope Procedure' is Used - User ModifiedWind Exposure: C - Kz: 0.988Parts Wind Exposure Factor: 0.988Wind Enclosure: EnclosedTopographic Factor: Kzt: 1.0000

NOT Windborne Debris RegionBase Elevation: 0/0/0Primary Zone Strip Width: 2a: 11/11/10Parts / Portions Zone Strip Width: a: 5/11/13Basic Wind Pressure: q: 26.01 psf

Roof Covering + Second. Dead Load: VariesMaterial Dead Weight

Frame Weight (assumed for seismic):5.00 psf - USR

Snow LoadGround Snow Load: pg: 32.97 psfFlat Roof Snow: pf: 25.39 psfDesign Snow (Sloped): ps: 22.98 psfRain Surcharge: 0.00Specified Minimum Roof Snow: 25.00 psf (USR)Exposure Factor: 3 Sheltered - Ce: 1.10Snow Importance: Is: 1.000Thermal Factor: Heated - Ct: 1.00Ground / Roof Conversion: 0.70Unobstructed, Slippery

Roof Live Load: 20.00 psf ReducibleRoof Live Load

Seismic LoadLateral Force Resisting Systems using Equivalent Force ProcedureMapped MCE Acceleration: Ss: 135.10 %gMapped MCE Acceleration: S1: 49.30 %gSite Class: Stiff soil (D)Seismic Importance: Ie: 1.000Design Acceleration Parameter: Sds: 0.9007Design Acceleration Parameter: Sd1: 0.4953Seismic Design Category: DSeismic Snow Load: 0.00 psf% Snow Used in Seismic: 0.00Diaphragm Condition: FlexibleFundamental Period Height Used: 30/9/15

Transverse Direction ParametersOrdinary Steel Moment FramesRedundancy Factor: Rho: 1.50 - USRFundamental Period: Ta: 0.4348R-Factor: 3.50Overstrength Factor: Omega: 2.50Deflection Amplification Factor: Cd: 3.00Base Shear: V: 0.2573 x W

Longitudinal Direction ParametersOrdinary Steel Concentric Braced FramesRedundancy Factor: Rho: 1.50 - USRFundamental Period: Ta: 0.2616R-Factor: 3.25Overstrength Factor: Omega: 2.00Deflection Amplification Factor: Cd: 3.25Base Shear: V: 0.2771 x W

Roof: A2020 Addition

X

Y

Roof: B2020 Addition

X

Y

Roof: C2020 Addition

X

Y

Wall 2 - Canopy 12020 Addition

X

Y

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DATEREV BY DESCRIPTION


VP Buildings3200 Players Club Circle Memphis TN 38125

A BlueScope Steel Company


THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.

THIS DRAWING, INCLUDING THE INFORMATION HEREON, REMAINS THE PROPERTY OF VP BUILDINGS.IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING DESCRIBED IN THE APPLICABLE PURCHASEORDER AND MAY BE REPRODUCED ONLY FOR THAT PURPOSE. IT SHALL NOT BE MODIFIED,REPRODUCED OR USED FOR ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN APPROVAL OF VPBUILDINGS.THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY RESPONSIBLE FOR ACCURATE GOODQUALITY WORKMANSHIP IN ERECTING THIS BUILDING IN ACCORDANCE WITH THIS DRAWING,DETAILS REFERENCED IN THIS DRAWING, ALL APPLICABLE VP BUILDINGS ERECTION GUIDES, ANDINDUSTRY STANDARDS PERTAINING TO PROPER ERECTION, INCLUDING THE CORRECT USE OFTEMPORARY BRACING.


THE VP ENGINEER'S SEAL APPLIES ONLY TO THEWORK PRODUCT OF VP AND DESIGN ANDPERFORMANCE REQUIREMENTS SPECIFIED BYVP. THE VP ENGINEER'S SEAL DOES NOT APPLYTO THE PERFORMANCE OR DESIGN OF ANYOTHER PRODUCT OR COMPONENT FURNISHEDBY VP EXCEPT TO ANY DESIGN ORPERFORMANCE REQUIREMENTS SPECIFIED BYVP.

D CODES AND LOADS

Grant Steel Building Systems, Inc.Port Townsend Aero MuseumPort Townsend, WashingtonPort Townsend Aero Museum

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BUILDER/CONTRACTOR RESPONSIBILITIES

VP Buildings follows the guidelines as outlined in the AISC and MBMA Codes of Standard Practice.

PANELS

Oil canning is an inherent characteristic of cold formed steel panels. It is the result of severalfactors that include induced stresses in the raw material delivered to VP, fabrication methods,installation procedures, and post installation thermal forces. Thru fastened panels will exhibit somedimpling when installed, especially when insulation is installed between panels and secondarysupports. Dimpling can be minimized by careful installation, taking care not to over drive fasteners.

springing back into place. All panels experience this action to some degree, especially withconcealed clip Standing Seam panels. Roof rumble noise may be minimized by providing a layerof blanket insulation between the panels and any hard support surface such as steel secondarymembers, substrates such as plywood, steel decking, or rigid board insulation. A minimum of3 inch thick blanket is recommended over steel secondary members, or 2 inch over substrates.

Oil canning, dimpling, and roof rumble do not affect the structural integrity or weather tightnessof the panels and is not grounds for rejection of panels.

RAIN WATER RUNOFF

Drainage systems must be designed by the project professional to comply with code requirements.VP is not responsible for drainage designs, overflow scuppers, down piping, etc. The projectprofessional and contractor are responsible to ensure that primary drains and overflow devicessuch as scuppers and auxiliary drains are provided as required for the required rain intensity at

Roof rumble is a phenomenon that is caused by wind gusts lifting up on the roof panels and then

the building perimeter and at valley conditions to prevent ponding.

However, it is imperative that installed Standing Seam panels be secured to the secondaryThe Standing Seam joint detail is designed with an interlocking feature for ease of installation.

structural members and properly seamed prior to departure from the job site each day.

SKYLIGHTS

Local building departments may require added fall restraint due to conditions that may affect theskylight structural integrity. It is the responsibility of the builder to determine and provide anyadded fall restraint under the skylight as may be required by your building department.

STEEL SHOP COAT

The purpose of VP's shop coat is to provide protection for the steel members duringtransportation, during temporary job site storage and during erection. Standard shop formulationis not designed to perform as a finish coat when exposed to environmental conditions. Membersshall be kept free of the ground and properly drained during job site storage. It is the Builder'sresponsibility to ensure that if a finish coat is being applied over VP shop coat that thepainting contractor verifies compatibility between his finish coat and VP's shop coat.

VP Buildings standard product specifications, design, fabrication, quality criteria shall govern all workunless stipulated otherwise in the contract documents. In case of discrepancies betweenVP Buildings structural plans and plans for other trades, VP Buildings structural plans shall govern.

It is the responsibility of the Builder to obtain approvals and permits from all governing agencies andjurisdictions as required. Approval of VP Buildings drawings constitutes the builders acceptance of VPinterpretation of the contract purchase order. Unless specific design criteria concerning interfacedesign and details are furnished as part of the contract, VP Buildings design assumptions shall govern.

CONSTRUCTION & ERECTION RESPONSIBILITY

The Builder is responsible for construction in strict accordance with VP Buildings "FOR CONSTRUCTION"drawings and all applicable product installation guides. VP is not responsible for work done from anyother VP drawings that are not marked "FOR CONSTRUCTION", nor any drawings prepared by others.

As erected field assemblies of members shall be as specified in MBMA Code of Standard Practice(in Canada - CSA S16), which require L/500 tolerance of installed members. Occasionalfield work including shimming, cutting, coping, and drilling for final fit-up are considered part oferection. Specified field work and field welding conditions indicated on these drawings shallalso be included in the erectors scope of work. See Erection Guide for shimming procedure.For building with top riding bridge cranes see Crane Data drawing for column plumb tolerance.

The building erector shall be properly licensed and experienced in erecting metal building systems.The Builder is responsible for having knowledge of, and shall comply with, all OSHA requirementsand all other governing site safety criteria. The builder is responsible for designing, supplying,locating and installing temporary supports and bracing during erection of the building. VPbracing is designed for code required loads after building completion and shall not be consideredas adequate erection bracing. See Erection Guide.

EXISTING STRUCTURES

BRACING

Tension brace rods work in pairs to balance forces caused by initial tensioning. Care must betaken while tightening brace rods so as not to cause accidental or misalignment of components.All rods must be installed loose and then tightened. Rods should not exhibit excessive sag. Forlong or heavy rods, or angles it may be necessary to support the rods at mid-bay by suspendingthem from secondary members.

Bracing for seismic or wind loading of objects or equipment that are not a part of the VPstructure must be designed by a qualified professional to deliver lateral loads to primary framesand rod bracing struts. Equipment bracing and suspension connections must not impose torsionor minor axis loads, or cause local distortion in any VP components. VP accepts noresponsibility for design or installation of bracing systems not furnished by VP.

FIELD WELDING

All field welding shall be done at the direction of a design professional, and done in accordancewith governing requirements (AWS in USA, CWB in Canada) by welders qualified to perform thewelding as directed by the applicable welding procedure specification (WPS). A WPS shall beprepared by the contractor for each welding variation specified. The contractor is responsible forany special welding inspection as required by local jurisdiction. Filler metal shall be70 ksi (480 MPa) tensile strength. For welds in high seismic force resisting system(Seismic Cat D, E or F), minimum Charpy V-Notch toughness shall meet AISC-341 criteria(20 ft-lbs min @ 0Deg F). Interpass temperatures shall not exceed 550Deg F (300Deg C).

DELIVERIES

It is the responsibility of the builder to have adequate equipment available at the job site tounload trucks in a safe and timely manner. The Builder will be responsible for all retentioncharges from carriers as a result of job site unloading delays.

Claims for damage or shorts MUST be noted on the Bill-of-Lading or deliveryreceipt and filed against the carrier by the consignee as per VP's Terms of Sales (F.O.B. Plant)under the Uniform Commercial Code. It is critical that damages or shorts be noted on theBill-of-Lading or you have little recourse with the carrier. Immediately upon delivery of material,material quantities are verified by the Builder against quantities billed on the shipping document.Neither the Manufacturer nor the carrier is responsible for material shortages against quantitiesbilled on the shipping document if such shortages are not noted on the shipping documents upondelivery of material and acknowledged by the carriers agent. For materials concealed in bundles,boxes, or crates, shortages must be reported immediately upon unpacking. Should products getwet, bundled and crated materials must be unpacked and unbundled immediately to providedrainage of trapped moisture. See Erection Guide for proper job site storage procedure.

SEALANTS

Sealants shall be applied in strict accordance with VP details or weather tightness will be compromised.Sealant must be applied in temperatures and weather conditions consistent with labeling.

INDEPENDENT MEZZANINES

Independent mezzanines must be designed by a professional engineer. The engineer must ensurethat proper isolation from the VP building has been provided to avoid structural damage due todifferential movements, or inadvertently apply loads to the VP structure. VP accepts noresponsibility for the design of the independent mezzanine.

FIRE CODE COMPLIANCE

It is the responsibility of the project design professional and builder to comply with local fire coderegulations including consideration of, but not limited to, building use and occupancy, all buildingconstruction materials, separation requirements, egress requirements, fire protection systems, etc.Builder shall advise VP of any special requirements to be furnished by VP.

FIELD MODIFICATIONS

Modifications to this building from details and instructions contained on these drawings must beapproved in writing by VP Buildings engineers, or other licensed structural engineer. This includes,but is not limited to, removal of roof or wall cladding, removing or moving any flange braces orrod braces, cutting of openings for doors, windows or RTU's, correction of fabrication errors, etc.The owner shall not impose loads to this structure beyond what is specified for this building inthe contract documents. VP Buildings accepts no responsibility for the consequences of anyunauthorized additions, alterations, or added loads to this structure.

If the builder intends to invoice VP Buildings for modifications in excess of $1000, The buildermust notify VP Buildings immediately, and obtain a Work Authorization from VP Buildings prior toproceeding. All final claims must be submitted to VP Buildings with all supporting documentationwithin 30 days of the building completion. Claims submitted without work authorizations, or after30 days will not be accepted. Correction of minor misfits, shimming and plumbing, moderateamount of reaming, drilling, chipping / cutting and minor welding are considered by Code ofStandard Practice to be part of erection are not subject to claim reimbursement.

CONCRETE/MASONRY/CONVENTIONAL STUD WALLS

The engineer responsible for the design of the wall system is responsible for coordinating with, orspecifying to VP Buildings, any wall to steel compatibility issues such as drift and deflectioncompatibility, special base details, and wall to VP steel connections. All fasteners, sealant andcounter flashing of wall systems are to be provided by contractor. The engineer responsible forthe wall shall design the anchorage to VP supporting elements consistent with Code required forces.

Dade Co. Product Approval (www.miamidade.gov/buildingcode)Approved Products Listed Under Varco Pruden Buildings, Inc.

Underwriter's Laboratory Approvals (Available only when specified in contract)SSR Roof-UL#TGKX-113; SSR Composite Roof Class 90-UL#TGKX-113A;SSR Roof w/Super Block; Class 90-UL#TGKX-328;Panel Rib Roof UL Class 60-UL#TGKX-60; Panel Rib Roof UL Class 90-UL#TGKX-64;VP SLR II Roof Class 90-UL#TGKX-90, -180, -435, -435A, -176, -238, -238A, -238B

Factory Mutual Approved Assemblies (Available only when specified in contract)SSR Roof Systems are approved in various type applications and listed in FM Approval Guide.24 Ga SSR (0.0227" Nominal), is available in Class 1-60, 1-75, 1-90. 22Ga SSR (0.0277"Nominal), is available in Class 1-75, 1-90-, 1-120.

ICC Evaluation Reports (www.icc-es.org)SSR Roof System - #ESR-2527

SLR II Roof Systems are approved in various type applications and listed in FM Approval Guide.24 Ga SLR II (0.0227" Nominal), is available in Class 1-75 and 1-120.

State of Florida Product Approvals (www.floridabuilding.org)

VP TextureClad - See Transamerican Structuroc, Inc.

VP TextureClad - See Transamerican Structuroc, Inc.Approved Products Listed Under VP Buildings, Inc.

(http:/eng.cwbgroup.org/Certification/Pages/CertifiedCompanySearch.aspx)Canadian CSA A660 Certifications

Listed under BlueScope Buildings North America, Inc.IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html)

Fabricator Approvals

MO#E-2010007736; NC#F-0998; OK#CA4170PE; SD#C-1787; TX#F4828; WV#C03059-00;

Engineering Certifications of AuthorizationUSA--AR#576; FL#30427; ID#C-2470; IL#184-002649; KS#E-29; MS#E-0592;

CAN--AB#P08900; NS#30123; ON#100148796; and YT#PP134

VP BUILDINGS ACCREDITATIONS AND APPROVALS

City of Los Angeles, CA #FB00031; City of Houston, TX 767 & 429;City of Phoenix, AZ C19-02008; Clark County, NV 43 & 833, San Bernardino County, CA 289

Listed under BlueScope Buildings North America, Inc.

Listed under Varco Pruden Buildings, a Division of BlueScope Buildings North America, Inc.IAS AC472 Approvals: (www.iasonline.org/Metal_Building_Systems/MB.html)

Design Approvals

SIGNAGE

The Builder is responsible for furnishing signs as required by Code and the Building Department,including but not limited to, exits, occupancy limits, floor loading limits, and bulk storage limits.Floor loading signs shall clearly indicate maximum floor live load permitted.Bulk storage facilities shall have signs clearly posted on all loaded walls indicating the typeof commodity stored and the maximum storage height. Signs shall be clearly visible whenbuilding is fully loaded to design level. Overloading of floors or walls may result in failure.

State of Utah, City of Richmond, CA.

VP engineers are not Project Engineers or Engineer of Record for the overall project. VP engineeringsupply sealed engineering design data and drawings for VP supplied material as part of the overallproject for use by others to obtain permits, approvals, and coordinate with other trades. All interfaceand/or compatibility of any materials not furnished by VP are to be considered and coordinated bythe builder or A/E firm.

VP must be advised of any structure that is within 20 ft. of VP's building. Load effects fromsnow drifting, wind effects, and seismic separation must be considered for both the new andexisting structures. VP has designed the new VP building for these effects. The owner/builder areresponsible for employing a Professional Engineer to review and verify the existing structure for allload effects from the adjacent VP building.


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D ERECTION NOTES


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D1 (4)3/4" Dia. GR36 Anchor RodsPlate W=9" L=1'-9"Dim: A=1'-0"Elev.=100'-1"


D3 (4)1" Dia. GR36 Anchor RodsPlate W=1'-0" L=1'-7"Dim: A=1'-0"Elev.=100'-0"

D4 (4)1" Dia. GR36 Anchor RodsPlate W=1'-1" L=1'-7"Dim: A=1'-0"Elev.=100'-0"


D6 (4)3/4" Dia. GR36 Anchor RodsPlate W=1'-0" L=1'-7"Dim: A=1'-0"Elev.=100'-0"

D7 (4)3/4" Dia. GR36 Anchor RodsPlate W=8" L=1'-1"Dim: A=7"Gage=5" Pitch=10" Edge Out=1 1/2"Elev.=109'-10"





D12 (2)3/4" Dia. GR36 Anchor RodsPlate W=8" L=10"Dim: A=3 1/2"Gage=5" Edge Out=3 1/2"Elev.=123'-0"


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D ANCHOR ROD PLAN - DETAILS


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1 1'-0"Dimension Key

2 4'-4 5/8"3 3'-4" J=8.504 3'-11 1/8"5 4'-3"6 2'-0"7 2'-11 1/8"8 4 7/8"9 1'-2"10 3'-11 5/16"11 3'-5"12 10"


2 4'-4 5/8"3 3'-4" J=8.504 3'-11 1/8"5 4'-3"6 2'-0"7 2'-11 1/8"8 4 7/8"9 1'-2"10 3'-11 5/16"11 3'-5"12 10"

<*>

<*>

43'-6"

116'-10"16'-10"27'-2"27'-2"1

D1

D2

D2

D3D4D5D6

219'-6 11/16"

19'-6 11/16"

16'-4"

90'-0"

90'-0"

D8D9D9D10D11

16'-4"

3

D12

D12

D12

D12

D12

D12

D12

D12

D12

4 5'-6 3/16" 5'-10 1/4" 5'-10 1/4" 5'-10 1/4" 5'-10 1/4" 5'-10 1/4" 5'-10 1/4" 5'-6 3/16"

6 7 8 9 10 11 12

ANCHOR ROD PLAN

A BL

B

CDEF

G BL

J BL

1

BL

2 3 4 5 67 8 9 10 11 12 13 14 15

BL


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NOT FOR CONSTRUCTION<*> THE BUILDING IS DESIGNED WITH BRACING DIAGONALS IN THE DESIGNATED

BAYS. COLUMN BASE REACTIONS, BASE PLATES AND ANCHOR RODS ARE AFFECTED BY THIS BRACING AND DIAGONALS MAY NOT BE RELOCATED WITHOUT CONSULTING THE BUILDING SUPPLIERS ENGINEER.

Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)

11:52:406/25/202024

1 RKCB15Part Mark Key

2 ESH33 GAC2540


2 1'-0"3 4'-4 5/8"4 1 3/8"5 1 11/16"6 3'-11 1/8"7 1 15/16"8 4'-3"

MarkSecondary Part Schedule

Part Thick. Depth Lap DetailE108 00110CS1809415B0 0.0730 10" RSV004,RSV003,RSV002,RSV001E109 10C1609415DDA0 0.0730 10" RSV004,RSV003,RSV002,RSV001E110 10C2701415DDB0 0.0730 10" RSV004,RSV003,RSV002,RSV001E111 00210CS2801415B0 0.0730 10" RSV004,RSV003,RSV002,RSV001E112 00110ES1809414B04 0.0790 10" RS12PF,RS12PEE113 10E1609414DDA04 0.0790 10" BR18G2,RS12PEE114 10E2701414DDB04 0.0790 10" RS12PEE115 00210ES2801414B04 0.0790 10"E116 00310ES2801417B01 0.0600 10" RS12PH,RS12PAE117 00108HS5503411B01 0.1130 8 1/2" RS12PF,BR09Y2,BR09W2,BR18G2,RS12PEE118 10E2701417DDB01 0.0600 10" RS12PAE119 08H1609417DDA01 0.0600 8 1/2" BR09Y2,BR09W2,RS12PEE120 10E1609417DDA01 0.0600 10" RS12PAE121 00208HS1809417B01 0.0600 8 1/2" RS12PF,BR09Y2,BR09W2,RS12PEE122 00410ES1809417B01 0.0600 10" RS12PH,RS12PAP101 00110ZS2003414B0 0.0790 10" 1'-4 1/2" RS02T1,RS11SB,RS01U1P102 10Z190941722A0 0.0600 10" 1'-4 1/2" RS11SB,RS01U1P103 10Z330141444B0 0.0790 10" 2'-10 1/2" RS11SB,RS01U1P104 10Z3201413A5B0 0.0880 10" 3'-10 1/2" RS02T1,RS11SB,RS01U1P105 10Z330141544B0 0.0730 10" 2'-10 1/2" RS01U1P106 00210ZS2003414B0 0.0790 10" 1'-4 1/2" RS02T1,RS01U1P107 00310ZS2003415B0 0.0730 10" 1'-4 1/2" RS02T1,RS11SB,RS01U1P108 10Z3201415A5B0 0.0730 10" 3'-10 1/2" RS02T1,RS01U1P109 10Z330141644B0 0.0680 10" 2'-10 1/2" RS01U1P110 00510ZS2003416B0 0.0680 10" 1'-4 1/2" RS02T1,RS01U1

IdSecondary Bracing Schedule

Qty Mark No Spacing

1 6 CPBRD010804 1'-4"2 54 CPBB040108(Typ.)4'-0"3 6 CPBB020602 2'-4 1/2"4 15 PBA0302 2'-9 7/16"5 5 CPBRE010812 1'-5 5/16"6 5 CPBB021100 2'-9 7/16"7 4 PBA0205 2'-0 13/16"8 18 CPBB030204 3'-0 11/16"9 5 PBA0102 8 1/2"10 5 CPBB030704 3'-5 5/8"11 27 PBA0309 3'-5 5/8"12 10 PBA0108 1'-5 1/8"See SED:BR09PM, BR09RY, BR09RZ, BR09JG, BR09PHBR09JR, BR09JH, BR09PK, BR09K5, BR09K2BR18G2

43'-6"

90'-0"

216'-10"16'-10"27'-2"27'-2"2

45

19'-5"

1R1B1

P104(Typ.)

1R1B2

P105(Typ.)

1R1B3

P102(Typ.)

1R1B4

P106(Typ.)

11

11

12

3

13

13

13

13

13

1R2B1

P107(Typ.)

E1121R2B2

P102(Typ.)

10Z1709414BBA0

E1131R2B3

P105(Typ.)

E1141R2B4

P104(Typ.)

E115

2

11

11

4

52

6

447

56

7744

56

44

56

4

56

4

2

7'-0"

1C1B1

P101(Typ.)

E1081C1B2

P102(Typ.)

E1091C1B3

P103(Typ.)

E1101C1B4

P104(Typ.)

E111

11

33333

8

8

88

8

888

8

888

88

88

88

16'-4"

90'-0"

216'-10"16'-10"27'-2"27'-2"2

215'-4"

1R3B1

P108(Typ.)

E116

1R3B2

00410ZS5503411D0E117

1R3B2

P109(Typ.)

E1181R3B3

E119

P102(Typ.)

E1201R3B4

E121

P110(Typ.)

E122

11

11

9 9

210

11

910

11

11

11

11

12

11

11

10

11

11

11

12

11

10

12

11

12

11

12

11

10

12

11

2

ROOF SECONDARY PLAN

A BL

B

CDEF

G BL

J BL

1

BL

2 3 4 5 67 8 9 10 11 12 13 14 15

BL


JOBNO

DATE

DRAWN/CHECK

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BUILDER

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LOCATION

PROJECT

BUILDERS PO#










D ROOF SECONDARY PLAN


2004VPC-20

Quote 190330

6/25/2020

AL


2020.2NTS

NOT FOR CONSTRUCTION1. UNLESS NOTED, USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)

W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS.2. FLANGE BRACES ARE AN INTEGRAL PART OF THE STABILITY OF THE

STRUCTURAL SYSTEM AND MUST BE PROPERLY INSTALLED PRIOR TO ERECTIONOF WALL AND ROOF SHEETS.

3. REMOVAL OR ALTERATION OF ANY COMPONENT IS PROHIBITED.

Shape Name = 2020 Addition, Shape = 2020 Addition, Shape = 2020 Addition

11:57:146/25/202025

43'-6"

25'-0 1/2"

5'-9" 37'-9"

A

BL

G

BL

CL

B

CL

E

CL

C

Opening 1-1

16'-4"

37'-7 13/16"

16'-4"

G

BL

J

BL

CL59'-10"

SECONDARY ELEVATION AT 1


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D SECONDARY ELEVATION AT 1


2004VPC-20

Quote 190330

6/25/2020

AL


2020.2NTS





Shape Name = 2020 Addition, Wall = 1, Wall = 5

11:59:366/25/202026

IdRod, Strut, and Misc. Connection BoltsQty Grade Bolt Diam. Bolt Length PartNo

1 2 A325 3/4" 2 1/2" 0097284

1 JTG1Part Mark Key

2 PG11 1'-0"

Dimension Key

2 2'-6 1/2"


Part Thick. Depth Lap DetailG1 00108ZS050841700 0.0600 8 1/2" BR10F5,WS20F2G502 00308ZS050841700 0.0600 8 1/2" BR10F5,WS20F2G535 00208ZS180941700 0.0600 8 1/2" 10 1/2" WS01G3G536 08Z1809417A100 0.0600 8 1/2" 10 1/2" WS01G3G537 08Z18094171100 0.0600 8 1/2" 10 1/2" WS01G3G538 08Z30014172200 0.0600 8 1/2" 1'-4 1/2" WS01G3G539 00408ZS310141700 0.0600 8 1/2" 2'-10 1/2" BR10F5,WS01G3G540 08Z3101417A400 0.0600 8 1/2" 2'-10 1/2" WS01G3G541 08Z3101416A400 0.0680 8 1/2" 2'-10 1/2" WS01G3J1 00108JS0408217 0.0600 8 1/2" BR10F5,WS20B2,WS20B8J2 00208JS0408217 0.0600 8 1/2" BR10F5,WS20B2,WS20B8

PartBracing Part Schedule

Qty Length Detail3BSB1410614 1 15'-4 3/4" BR15J110RU1900 2 19'-0" BR02K107RS2202 2 22'-2" BR01G2

90'-0"

25'-0 1/2"

1 16'-10" 16'-10" 27'-2" 27'-2" 1

15

BL

1

BL

CL CL

13

CL

12

CL

7

CL

1

22

J1

6'-0"

1W2B1

G1

G535

G536(Typ.)

1W2B2

G537(Typ.)

1W2B3

G538(Typ.)

1

22

J2

6'-0"

1W2B4

G502

G539

G540

G541

G541

G540

3@2'-6"

3@5'-0"

2

1 13BSB1410614

10RU1900

10RU1900

07RS2202

07RS2202

SECONDARY ELEVATION AT A


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D SECONDARY ELEVATION AT A


2004VPC-20

Quote 190330

6/25/2020

AL


2020.2NTS





Shape Name = 2020 Addition, Wall = 2

11:59:466/25/202027

IdCovering Schedule

Qty Type Start Length Gage OP Fin. Color Increment Direction#3 8 VR 31'-5 3/4" 26 1 K TD -1'-0" Left to Right#4 8 VR 32'-1 1/8" 26 1 K TD 7 1/8" Right to Left#5 5 VR 36'-7 1/2" 26 1 K TD -2 5/16" Left to RightOper. Code:1=SQ,SQFinish:K=KXL (Kynar)Color:TD=Standard Color

IdTrim Schedule

Parts Color DetailsT1 (2.9)BG2415,(5)BT10 Patrician Bronze EN52B1,ENV007,RC00A1,WC01AB,WC04H1,WS27B2,WS27D2T2 (2)ELTA10,ELTA05,(2)GAC1024,(2)CNA1064R,(8)CNA2042R,CNA1052R Match Wall Color RC80E2,RC80E3,RC80G1,RC80G4,WC12A2T3 (2)ELTA10,ELTA05,(2)GAC1024,5CN1110R,(3)CNA1090R,(8)CNA2042R,CNA1065RMatch Wall Color RC80E2,RC80E3,RC80G1,RC80G4,WC12A2T4 DFT10,JT07 Cool Dark Bronze WC24B1T5 DFT05,HTS05 Cool Dark Bronze WC24B2T6 (0.9)BG2415,(2)BT10 Patrician Bronze EN52B1,ENV007,RC00A1,WC01AB,WC04H1,WS27B2,WS27D2T7 (2)ELTB10,GAC1024,1CN2004R,(3)CNA2011R,(4)CNA2042R,CNA1007R,1CN0115RMatch Wall Color RC80E2,RC80E3,RC80G1,RC80G4,WC12A2T8 (3)AFT20,(2)CTE20 Match Wall Color WC20B2

PartFastener Schedule

Description0097597STD (T-2) #17/#12-14 x 1 7/8" Stand-Off, 5/16" Hex Hd, SS Cap w/WasherRoof Struct 1 1/2 SS(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/WasherRoof Stitch 7/8 SS(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer0097585-105 (T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer


2 3'-4"

43'-6"

36'-7 5/16"

25'-0 1/2"

G

BL

A

BL

31'-5 3/4"

30'-5 3/4"

29'-5 5/8"

28'-5 5/8"

27'-5 5/8"

26'-5 5/8"

25'-5 5/8"

24'-5 1/2"

(8)#3

32'-1 1/8"

32'-8 1/4"

33'-3 3/8"

33'-10 1/2"

34'-5 5/8"

35'-0 5/8"

35'-7 3/4"

36'-2 7/8"

(8)#4

T1

T2

T3

16'-4"

37'-7 13/16"

36'-7 5/16"

J

BL

G

BL

36'-7 1/2"

36'-5 1/4"

36'-2 7/8"

36'-0 5/8"

35'-10 1/4"

(5)#5

T4

T4

T5

T6-1'-9" T6-11'-3"

T7

T8

59'-10"

1 2 11'-3" 43'-6"

COVERING ELEVATION AT 15


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D COVERING ELEVATION AT 15


2004VPC-20

Quote 190330

6/25/2020

AL


2020.2NTS

NOT FOR CONSTRUCTION1. PRE-DRILLING 1/8 DIAMETER HOLES FOR STRUCTURAL FASTENERS

MAY BE REQUIRED FOR HEAVY GAGE NESTED ZEE's AND/OR FASTENERSTO STRUCTURAL BEAMS

2. STEEL PANELS ARE AN INTEGRAL PART OF THE STRUCTURAL SYSTEM.REMOVAL OR ALTERATION WITHOUT PRIOR AUTHORIZATION IS PROHIBITED.

3. DUE TO MANUFACTURING LIMITATIONS SHORT PANELS MAY REQUIREFIELD CUTTING, SEE THE COVERING SCHEDULE FOR CUT LENGTHS.

4. SEE JOB DETAILS FOR COVERING AND TRIM FASTENER SPECIFICATION.


12:00:026/25/202028

IdRod, Strut, and Misc. Connection BoltsQty Grade Bolt Diam. Bolt Length PartNo

1 2 A325 3/4" 2 1/2" 0097284

1 JTG1Part Mark Key

2 G561(Typ.)3 H14 PG15 H236 G5287 GFA1068 GFA200


2 3'-11 1/8"3 4'-3"4 2'-0"5 2'-11 1/8"6 4 7/8"7 1'-2"8 3'-11 5/16"9 3'-5"10 10"


Part Thick. Depth Lap DetailG173 08Z0407517AG00 0.0600 8 1/2" WS01K2G174 08Z0411517GG00 0.0600 8 1/2" WS01K2G175 08Z0503617GG00 0.0600 8 1/2" WS01K2G502 00308ZS050841700 0.0600 8 1/2" BR10F5,WS20F2G527 08Z0605417AD00 0.0600 8 1/2"G528 JCP051100 0.0600 8 1/2" BR10F5,WS20F2G536 08Z1809417A100 0.0600 8 1/2" 10 1/2" WS01G3G537 08Z18094171100 0.0600 8 1/2" 10 1/2" WS01G3G546 08Z0411417G100 0.0600 8 1/2" 10 1/2" WS01G3,WS01K2G561 01008ZS010841700 0.0600 8 1/2" BR10F5,WS20F2G562 01108ZS060541700 0.0600 8 1/2"G563 01208ZS180741700 0.0600 8 1/2" 10 1/2" WS01G3G564 01308ZS180941700 0.0600 8 1/2" 10 1/2" BR10F5,WS01G3H1 DHC0304017 0.0000 8 1/2" WS21D7H19 00008JS0503617 0.0600 8 1/2" WS01K2H23 00008JS0307617 0.0600 8 1/2" WS01K2H25 00408JS0807517 0.0600 8 1/2" WS01K2J1 00108JS0408217 0.0600 8 1/2" BR10F5,WS20B2,WS20B8J2 00208JS0408217 0.0600 8 1/2" BR10F5,WS20B2,WS20B8J3 00308JS0702217 0.0600 8 1/2" WS20F2,WS20B2,WS20B8J4 0.0880 8 1/2"

PartBracing Part Schedule

Qty Length Detail3BSB1508614 1 16'-2 3/4" BR15J106RS2403 2 24'-3" BR01G206RS2506 2 25'-6" BR01G2

90'-0"

37'-7 13/16"

1 2 5'-6 3/16" 5'-10 1/4" 5'-10 1/4" 5'-10 1/4" 5'-10 1/4" 5'-10 1/4" 5'-10 1/4" 5'-6 3/16" 3 16'-10" 16'-10" 1

1

BL

15

BL

CLCL

13

CL

12

CL

7

CL CL

11

CL

10

CL

9

CL

8

CL

6

CL

5

CL

4

CL

3

CL

2

1

1

1W8B0

2

3

44

J3

G562

G527(Typ.)

G173

G173

44

J1

6'-0"

1

44

J3

5

J4

6

G174(Typ.)

H19

1W8B3

G175(Typ.)

H19

1W8B4

G175(Typ.)

H19

1W8B5

G175(Typ.)

H19

1W8B7

G175(Typ.)

H19

1W8B8

G175(Typ.)

H19

1W8B9

G175(Typ.)

H25

1W8B10

G174(Typ.)

J4

G546(Typ.)

1W8B12

G563(Typ.)

G537

G537

1

44

J2

6'-0"

1W8B13

G502

G564

G536(Typ.)

3@2'-6"

5@5'-0"

5'-1 13/16"

4 5 6 7 8 9 10

7'-2"

23'-0"

23'-0"

23'-0"

23'-0"

23'-0"

23'-0"

23'-0"

23'-0"

7

7

8

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

7

1 13BSB1508614

06RS2403

06RS2403

06RS2506

06RS2506

SECONDARY ELEVATION AT J


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D SECONDARY ELEVATION AT J


2004VPC-20

Quote 190330

6/25/2020

AL


2020.2NTS






12:00:146/25/202029

IdTrim Schedule

Parts Color DetailsT1 (1.5)AFT16,(1.5)AFT10,CTE16,CTE10 Match Wall Color WC20B2T2 (3)CRK16,(5)RCL10,(5)RFR10-130,(5)RSB10,(5)RSC10 Match Roof Color ENV004,RC30H1,RC38GB,RCV067,RS10L5T3 (3)AFT20,(2)CTE20 Match Wall Color WC20B2T4 CRK20,(2)RFR10-130,(2)RSB10,(2)RSC10 Match Roof Color ENV004,RC30G1,RC38GB,RCV067,RS10L5

43'-6"

25'-0 1/2"

36'-7 5/16"

A

BL

G

BL

Opening 1-1

T1

T2-22'-1"

T2-23'

-0 1/4

"

16'-4"

36'-7 5/16"

37'-7 13/16"

G

BL

J

BL

Opening 5-1

T3

T4

59'-10"

43'-6" 16'-4"



JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#












2004VPC-20

Quote 190330

6/25/2020

AL


2020.2NTS







12:00:346/25/202030

IdCovering Schedule

Qty Type Start Length Gage OP Fin. Color Direction#1 30 VR 25'-1" 26 1 K TD Left to RightOper. Code:1=SQ,SQFinish:K=KXL (Kynar)Color:TD=Standard Color

IdTrim Schedule

Parts Color DetailsT1 (6)BG2415,(9)BT10 Patrician Bronze EN52B1,ENV007,RC00A1,WC01AB,WC04H1,WS27B2,WS27D2T2 (1.5)AFT16,(1.5)AFT10,CTE16,CTE10 Match Wall Color WC20B2T3 5CE75,(3)CP510,DN1,(6)DST1 Match Wall Color RC38P1


Description0097597STD (T-2) #17/#12-14 x 1 7/8" Stand-Off, 5/16" Hex Hd, SS Cap w/WasherRoof Struct 1 1/2 SS(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/WasherRoof Stitch 7/8 SS(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer

90'-0"

25'-0 1/2"

15

BL

1

BL

(30)#1

T1

T2

T3

T3

T3

T3

COVERING ELEVATION AT A


JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#










D COVERING ELEVATION AT A


2004VPC-20

Quote 190330

6/25/2020

AL


2020.2NTS







12:00:476/25/202031

IdCovering Schedule

Qty Type Start Length Gage OP Fin. Color Increment Direction#3 8 VR 31'-5 3/4" 26 1 K TD -1'-0" Left to Right#4 8 VR 32'-1 1/8" 26 1 K TD 7 1/8" Right to Left#5 5 VR 36'-7 1/2" 26 1 K TD -2 5/16" Left to RightOper. Code:1=SQ,SQFinish:K=KXL (Kynar)Color:TD=Standard Color

IdTrim Schedule

Parts Color DetailsT1 (2.9)BG2415,(5)BT10 Patrician Bronze EN52B1,ENV007,RC00A1,WC01AB,WC04H1,WS27B2,WS27D2T2 (2)ELTA10,ELTA05,(2)GAC1024,(2)CNA1064R,(8)CNA2042R,CNA1052R Match Wall Color RC80E2,RC80E3,RC80G1,RC80G4,WC12A2T3 (2)ELTA10,ELTA05,(2)GAC1024,5CN1110R,(3)CNA1090R,(8)CNA2042R,CNA1065RMatch Wall Color RC80E2,RC80E3,RC80G1,RC80G4,WC12A2T4 DFT10,JT07 Cool Dark Bronze WC24B1T5 DFT05,HTS05 Cool Dark Bronze WC24B2T6 (0.9)BG2415,(2)BT10 Patrician Bronze EN52B1,ENV007,RC00A1,WC01AB,WC04H1,WS27B2,WS27D2T7 (2)ELTB10,GAC1024,1CN2004R,(3)CNA2011R,(4)CNA2042R,CNA1007R,1CN0115RMatch Wall Color RC80E2,RC80E3,RC80G1,RC80G4,WC12A2T8 (3)AFT20,(2)CTE20 Match Wall Color WC20B2


Description0097597STD (T-2) #17/#12-14 x 1 7/8" Stand-Off, 5/16" Hex Hd, SS Cap w/WasherRoof Struct 1 1/2 SS(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/WasherRoof Stitch 7/8 SS(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer0097585-105 (T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer


2 3'-4"

43'-6"

36'-7 5/16"

25'-0 1/2"

G

BL

A

BL

31'-5 3/4"

30'-5 3/4"

29'-5 5/8"

28'-5 5/8"

27'-5 5/8"

26'-5 5/8"

25'-5 5/8"

24'-5 1/2"

(8)#3

32'-1 1/8"

32'-8 1/4"

33'-3 3/8"

33'-10 1/2"

34'-5 5/8"

35'-0 5/8"

35'-7 3/4"

36'-2 7/8"

(8)#4

T1

T2

T3

16'-4"

37'-7 13/16"

36'-7 5/16"

J

BL

G

BL

36'-7 1/2"

36'-5 1/4"

36'-2 7/8"

36'-0 5/8"

35'-10 1/4"

(5)#5

T4

T4

T5

T6-1'-9" T6-11'-3"

T7

T8

59'-10"

1 2 11'-3" 43'-6"



JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#












2004VPC-20

Quote 190330

6/25/2020

AL


2020.2NTS







12:00:596/25/202032

IdCovering Schedule

Qty Type Start Length Gage OP Fin. Color Direction#6 15 VR 37'-8 7/8" 26 1 K TD Left to Right#7 15 VR 14'-8 3/8" 26 1 K TD Left to RightOper. Code:1=SQ,SQFinish:K=KXL (Kynar)Color:TD=Standard Color

IdTrim Schedule

Parts Color DetailsT1 DFT14,DFT10,JT14,JT10 Cool Dark Bronze WC24B1T2 (3)DFT14,DFT10,(3)HTS14,HTS10 Cool Dark Bronze WC24B2T3 DFT10,JT07 Cool Dark Bronze WC24B1T4 DFT05,HTS05 Cool Dark Bronze WC24B2T5 (2.6)BG2415,(4)BT10 Patrician Bronze EN52B1,ENV007,RC00A1,WC01AB,WC04H1,WS27B2,WS27D2T6 (9)EST102,(4)HEF201,HEF121,(9)RFR10-130,(68)SLRC2 Match Roof Color RC35F1,RC38M5,WC13F1


Description0097597STD (T-2) #17/#12-14 x 1 7/8" Stand-Off, 5/16" Hex Hd, SS Cap w/WasherRoof Struct 1 1/2 SS(T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/Washer0097585-105 (T-2) #12-14 x 1 1/2", 5/16" Hex Hd, SS Cap w/WasherRoof Stitch 7/8 SS(T-1) 1/4-14 x 7/8", 5/16" Hex Hd, SS Cap w/Washer


2 3'-4"3 1'-2"

90'-0"

37'-7 13/16"

1

BL

15

BL

(3)#6

(15)#7

(12)#6

T1

T1

T2

T3

T3

T4

T5-35'-6"T5-2'-0" T5-1'-2"

T6

1 2 3 48'-0" 35'-6"

COVERING ELEVATION AT J


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2004VPC-20

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12:01:106/25/202033

PartFrame Member Schedule

Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight DetailCBX005 10001 5.0000 .2500 .1345 9" 9" 7'-11 1/2" 107#CX005 1 10.0000 .3750 .1875 1'-6" 1'-6" 24'-10 9/16" 1033#RBX010 2 6.0000 .2500 .2500 3'-2" 3'-2" 20'-10 11/16" 902#

3 6.0000 .2500 .1875 3'-2" 3'-2"RBX011 4 6.0000 .2500 .1875 3'-2" 3'-2" 21'-11 11/16" 799#

5 6.0000 .2500 .1875 3'-2" 3'-2"TCX004 8 HSS7X7X.188 7" 7" 12'-9 7/16" 229# BR25A3RBX016 6 5.0000 .2500 .2500 3'-2" 3'-2" 14'-2 1/2" 625#CX010 7 12.0000 .5000 .1345 1'-4" 1'-4" 36'-9 3/16" 1884#WRX005 50001 W14X22 1'-1 11/16" 1'-1 11/16" 4'-6 1/2" 100#

IdBolt Connection & Plate Schedule

Qty Grade Bolt Bolt Plate Rows Rows PartNoDia. Length Thick. Out In

A 4 A325 3/4" 2 1/2" 5/8" 1 1 0097284B 8 A325 3/4" 2 1/2" 5/8" 2 2 0097284C 12 A325 3/4" 2 1/2" 3/8" 2 4 0097284D 4 A325 3/4" 2 1/2" 3/8" 1 3 0097284E 10 A325 3/4" 2 1/2" 1/2" 3 2 0097284<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.

Vert. Clearance at member 1(CX005): 21'-3 7/8"Frame Clearances

Vert. Clearance at member 7(CX010): 33'-3 3/8"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)

1 21'-11 11/16"Dimension Key

2 8 1/2"3 3 @ 2'-6"4 2'-6 1/2"5 1'-5 5/16"6 2 @ 2'-9 7/16"7 2 @ 2'-4 1/2"8 1'-4"9 1'-6 3/8"10 2 @ 3'-0 11/16"11 32'-4"12 7'-7 11/16" 5.259:1213 1'-5 1/8"14 2 @ 4'-0"15 2 @ 3'-5 5/8"16 4'-1"17 5 1/2"

5'-9" 37'-9"

A

BL

G

BL

CL

B

43'-6"7'-0"

1

2

33 @ 5'-0"

4

GFB4071

GFB4071

GFB4075<S>

GFB4071

5

4 @ 4'

-0"

6

GFB4071

GFB4071

GFB4071

7

4 @ 4'-0"

8

GFB2037

9

10

21'-11 11/16"

11

23'-0

1/4" 4

.008:1

2

22'-1" 2.3

68:12

12

CBX005

CX005

RBX010

RBX011

TCX004

A

B

C

D

109'-10"

G

BL

J

BL

16'-4"

GFB4071

GFB4071

EAP2

1314

15

2

35 @ 5'-0"

5'-1 13/16"

37'-7 13/16"

16'-4 3/8" 0.765:12

RBX016

CX010

E

D

4'-6 1/2"

1617

WRX005

FRAME CROSS SECTION AT FRAME LINE(S) 1


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2004VPC-20

Quote 190330

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AL


2020.2NTS

NOT FOR CONSTRUCTION1. USE 1/2 X 1 1/2 A325T BOLT (49080) AND NUT (47120)

W/O WASHERS. SNUG TIGHTEN BOLTS FOR ALL SECONDARY CONNECTIONS,SECONDARY CLIP CONNECTIONS, AND FLANGE BRACE CONNECTIONS,UNLESS NOTED OTHERWISE.

2. SLOT REINFORCEMENT PLATES NEED NOT BE LOCATED ON THE SAMESIDE OF THE WEB AS THE HILLSIDE WASHER.

Shape Name = 2020 Addition Wall 2, Frame 5 , Shape = 2020 Addition Wall 6, Frame 5 , Shape = 2020 Addition Wall 1, Frame 5

12:05:476/25/202034


Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight DetailCBX004 10001 5.0000 .2500 .1345 1'-2" 1'-2" 7'-11 3/8" 129#CX004 1 6.0000 .2500 .1345 1'-3" 1'-3" 24'-8 5/8" 471#RBX008 2 6.0000 .3750 .2500 2'-8" 2'-8" 21'-2 1/8" 1049#

3 6.0000 .6250 .1875 2'-8" 3'-3"RBX009 4 12.0000 .5000 .1875 3'-3" 3'-3" 11'-11 11/16" 934#TCX003 7 HSS5X5X.125 5" 5" 13'-3 3/4" 118# BR25A3RBX015 5 12.0000 .5000 .2500 3'-3" 3'-3" 23'-9 1/4" 1856#CX009 6 5.0000 .1875 .1345 1'-4" 1'-4" 13'-8 15/16" 235#WRX005 50001 W14X22 0'-0" 0'-0" 4'-6 1/2" 100#



A 6 A325 3/4" 2 1/2" 5/8" 2 1 0097284B 2 A325 3/4" 2 1/2" 3/8" 1 1 0097284C 10 A325 3/4" 2 1/2" 5/8" 1 4 0097284D 6 A325 3/4" 2 1/2" 1/2" 1 3 0097284E 2 A325 3/4" 2 1/2" 1/2" 1 1 0097284<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.




2 8 1/2"3 2'-6"4 2'-6 1/2"5 1'-5 5/16"6 2 @ 2'-9 7/16"7 2 @ 2'-4 1/2"8 1'-4"9 1'-6 3/8"10 2 @ 3'-0 11/16"11 32'-4"12 7'-7 11/16" 5.259:1213 1'-1"14 1'-5 1/8"15 2 @ 4'-0"16 2 @ 3'-5 5/8"17 4'-1"18 5 1/2"

5'-9" 37'-9"

A

BL

G

BL

CL

B

43'-6"7'-0"

1

2

GFB2063

(2)GFB2063

5'-0"

33 @ 5'-0"

4

GFB4071

GFB4030<S>

(2)GFB4027

ESBSC

5

4 @ 4'

-0"

6

GFB4071

GFB4071

ESBSC

7

4 @ 4'-0"

8

(2)GFB2063

9

10

21'-11 11/16"

11

23'-0

1/4" 4

.008:1

2

22'-1" 2.3

68:12

12

CBX004

CX004

RBX008

RBX009

TCX003

ABB

C

D

100'-1"

109'-10"

15'-3" 13

G

BL

J

BL16'-4"

1415

16

37'-7 13/16"

16'-4 3/8" 0.765:12

RBX015

CX009

E

D

E

123'-0"

4'-6 1/2"

1718

WRX005



JOBNO

DATE

DRAWN/CHECK

PAGE

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CUSTOMER

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PROJECT

BUILDERS PO#












2004VPC-20

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2020.2NTS





12:08:066/25/202035



3 6.0000 .3125 .2500 3'-7" 3'-7"RBX007 4 5.0000 .3750 .2500 3'-7" 3'-7" 21'-11 11/16" 1135#

5 5.0000 .3750 .2500 3'-7" 3'-7"TCX002 8 HSS5X5X.125 5" 5" 12'-4 3/16" 110# BR25A3RBX014 6 5.0000 .3750 .2500 3'-7" 3'-9" 14'-0 1/2" 712#CX008 7 13.0000 .7500 .1345 1'-6" 1'-6" 36'-9 1/4" 2766#WRX005 50001 W14X22 0'-0" 0'-0" 4'-6 1/2" 100#



A 6 A325 3/4" 2 1/2" 5/8" 2 1 0097284B 16 A325 3/4" 2 1/2" 5/8" 4 4 0097284C 6 A325 3/4" 2 1/2" 1/2" 1 2 0097284D 3 A325 3/4" 2 1/2" 3/8" 1 2 0097284<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.


Vert. Clearance at member 7(CX008): 32'-11"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)


2 8 1/2"3 2'-6"4 2'-6 1/2"5 1'-5 5/16"6 2 @ 2'-9 7/16"7 2 @ 2'-4 1/2"8 1'-4"9 1'-6 3/8"10 2 @ 3'-0 11/16"11 32'-4"12 7'-7 11/16" 5.259:1213 1'-5 1/8"14 2 @ 4'-0"15 2 @ 3'-5 5/8"16 4'-1"17 5 1/2"

5'-9" 37'-9"

A

BL

G

BL

CL

B

43'-6"7'-0"

1

2

5'-0"

33 @ 5'-0"

4

GFB5057

GFB5057

GFB5072<S>

(2)GFB5057

EAP1

ESBSC

5

4 @ 4'

-0"

6

GFB5057

GFB5057

GFB5057

ESBSC

7

4 @ 4'-0"

8

(2)GFB2050

9

10

21'-11 11/16"

11

23'-0

1/4" 4

.008:1

2

22'-1" 2.3

68:12

12

CBX003

CX003

RBX006

RBX007

TCX002

A

B

C

D

109'-10"

G

BL

J

BL

16'-4"

(2)GFB5077

GFB5057

EAP1

ESBSB

1314

15

2

5'-0"

35 @ 5'-0"

5'-1 13/16"

37'-7 13/16"

16'-4 3/8" 0.765:12

RBX014

CX008

D

4'-6 1/2"

1617

WRX005



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DRAWN/CHECK

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2004VPC-20

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12:08:526/25/202036



3 6.0000 .2500 .1875 3'-5" 3'-5"RBX005 4 6.0000 .2500 .1875 3'-5" 3'-5" 21'-11 11/16" 848#

5 6.0000 .2500 .1875 3'-5" 3'-5"TCX001 8 HSS10X10X.188 10" 10" 12'-6 1/4" 333# BR25A3RBX013 6 6.0000 .2500 .1875 3'-5" 3'-5" 14'-0 1/2" 602#CX007 7 13.0000 .7500 .1345 1'-6" 1'-6" 36'-9 1/4" 2883#WRX005 50001 W14X22 0'-0" 0'-0" 4'-6 1/2" 100#



A 4 A325 3/4" 2 1/2" 5/8" 1 1 0097284B 10 A325 3/4" 2 1/2" 5/8" 2 3 0097284C 8 A325 3/4" 2 1/2" 3/8" 1 3 0097284D 3 A325 3/4" 2 1/2" 3/8" 1 2 0097284E 8 A325 1 1/8" 4" 3/4" 2 2 0097289<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.




2 8 1/2"3 2'-6"4 2'-6 1/2"5 1'-5 5/16"6 2 @ 2'-9 7/16"7 2 @ 2'-4 1/2"8 1'-4"9 2 @ 0'-0"10 1'-6 3/8"11 2 @ 3'-0 11/16"12 32'-4"13 7'-7 11/16" 5.259:1214 1'-5 1/8"15 2 @ 4'-0"16 2 @ 3'-5 5/8"17 4'-1"18 5 1/2"

5'-9" 37'-9"

A

BL

G

BL

CL

B

43'-6"7'-0"

1

2

5'-0"

33 @ 5'-0"

4

GFB4093

GFB4093

GFB4100<S>

GFB4093

EAP1

ESBSC

5

4 @ 4'

-0"

6

GFB4093

GFB4093

GFB4093

ESBSC

7

4 @ 4'-0"

8

(2)GFB2037

10

11

21'-11 11/16"

12

23'-0

1/4" 4

.008:1

2

22'-1" 2.3

68:12

13

CBX002

CX002

RBX004

RBX005

TCX001

A

B

C

D

109'-10"

G

BL

J

BL

16'-4"

GFB4093

GFB4093

EAP1

ESBSB

1415

16

2

5'-0"

35 @ 5'-0"

5'-1 13/16"

37'-7 13/16"

16'-4 3/8" 0.765:12

RBX013

CX007

E

D

4'-6 1/2"

1718

WRX005



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DATE

DRAWN/CHECK

PAGE

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2004VPC-20

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12:09:206/25/202037


Mem Width Thick WebThk. Depth1 Depth2 Approx.Lgth Approx.Weight Detail Cee Mark NoCBX001 10001 5.0000 .1875 .1345 9" 9" 7'-11 11/16" 89#CX001 1 8.0000 .3750 .1875 1'-8" 1'-8" 24'-10 3/16" 905#RBX001 2 6.0000 .3750 .1345 2'-1" 2'-1" 9'-0" 285#RBX002 3 5.0000 .1875 .1345 2'-1" 2'-1" 12'-4 11/16" 265#

4 5.0000 .1875 .1644 2'-1" 2'-1"RBX003 5 5.0000 .1875 .1345 2'-1" 2'-1" 21'-11 11/16" 435#

6 5.0000 .1875 .1345 2'-1" 2'-1"EPX001 9 5.0000 .2500 .1644 1'-0" 1'-0" 28'-5 13/16" 450# BR25DH JCP053077EPX002 10 5.0000 .2500 .1644 1'-0" 1'-0" 32'-8 3/4" 514# BR25A3RBX012 7 5.0000 .1875 .1345 2'-1" 2'-1" 13'-10 1/4" 280#CX006 8 6.0000 .2500 .1345 1'-8" 1'-8" 36'-8 1/4" 762#WRX007 50001 W14X22 1'-1 11/16" 1'-1 11/16" 19'-6 11/16" 430#WRX008 50001 W14X22 1'-1 11/16" 1'-1 11/16" 18'-4 3/16" 404#



A 6 A325 1/2" 2" 1/2" 2 1 0097280B 16 A325 3/4" 2 1/2" 5/8" 4 4 0097284C 6 A325 3/4" 2 1/2" 3/8" 1 2 0097284D 4 A325 3/4" 2 1/2" 3/8" 1 1 0097284E 2 A325 3/4" 2 1/2" 3/8" 1 1 0097284F 4 A325 1/2" 1 1/2" 3/8" 1 1 49080G 4 A325 3/4" 2 1/2" 1/2" 1 1 0097284<S> - (2) Washers (095872) req'd at Flange Brace to Secondary.


Vert. Clearance at member 9(EPX001): 28'-6"Vert. Clearance at member 10(EPX002): 32'-9 1/4"Vert. Clearance at member 8(CX006): 34'-6 7/16"Finished Floor Elevation = 100'-0" (Unless Noted Otherwise)


2 21'-11 11/16"3 8 1/2"4 3 @ 2'-6"5 2'-6 1/2"6 1'-5 5/16"7 2 @ 2'-9 7/16"8 2 @ 2'-4 1/2"9 1'-4"10 1'-6 3/8"11 2 @ 3'-0 11/16"12 32'-4"13 7'-7 11/16" 5.259:1214 1'-5 1/8"15 2 @ 4'-0"16 2 @ 3'-5 5/8"17 2'-5 3/8"18 2'-1 5/16"19 2'-10 11/16"20 5 1/2"

1 (1)JCP053077Part Key

19'-6 11/16" 19'-6 11/16" 1

A

BL

G

BL

CL

D

CL

F

43'-6"7'-0"

2

3

GFB2097

GFB2097

GC170120

GC170120

GC170120

GC170120

GC170120

43 @ 5'-0"

5

GFB3020

GFB3020<S>

GFB3000

GFB3000

GC184120

EAP2

6

4 @ 4'

-0"

7

GFB3020

HFB3020*

GFB3000

GFB3020

GC183120

8

4 @ 4'-0"

9

BRSX001

10

11

GFB or HFB with * must use bearing plate JCP051140 (see Detail BR25DH)

21'-11 11/16"

12

(2)GFB2050 (2)GFB2050

(2)GFB2050

1

23'-0

1/4" 4

.008:1

2

22'-1" 2.3

68:12

13

CBX001

CX001

RBX001

RBX002

RBX003

EPX001

EPX002

AB

C

D

E

F

F

100'-1" 100'-1" 100'-1"

G

BL

J

BL

16'-4"

GFB3000

GFB3000

EAP2

1415

16

3

GFB2097

GFB2097

45 @ 5'-0"

5'-1 13/16"

36'-7 5/16"

37'-7 13/16"

16'-4 3/8" 0.765:12

RBX012

CX006

G

E

100'-1"

19'-6 11/16"

173 @ 5'-0"18

WRX007

18'-4 3/16"

193 @ 5'-0"20

WRX008



JOBNO

DATE

DRAWN/CHECK

PAGE

BUILDER

CUSTOMER

LOCATION

PROJECT

BUILDERS PO#












2004VPC-20

Quote 190330

6/25/2020

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2020.2NTS




Shape Name = 2020 Addition Wall 2, Frame 1 , Shape = 2020 Addition Wall 6, Frame 1 , Shape = 2020 Addition Wall 1, Frame 11 , Shape = 2020 Addition Wall 1, Frame 12

12:10:056/25/202038



AGENDA ITEM ☐ Consent ☐ 1st Reading ☐ 2nd Reading ☒ Regular Business ☐ Informational

AGENDA TITLE VII.A. 2021 Budget Status & Issues

STAFF LEAD Eron Berg, Executive Director & Abigail Berg, Finance Director

REQUESTED ☒ Information ☐Motion/Action ☐ Discussion

ATTACHMENTS 1. Staff Memo2. August 12 Workshop Staff Memo regarding 2021 Budget

39

PORT OF PORT TOWNSEND AGENDA MEMO

20200826-2021-Budget-Memo Port Townsend Commission Meeting

DATE: 8/26/2020

TO: Commission

FROM: Eron Berg, Executive Director, and Abigail Berg, Finance Director

SUBJECT: 2021 Budget

ISSUES

1. Follow up discussion of preliminary priorities for the 2021 budget, as needed.

BACKGROUND The commission adopted the 2021 budget schedule on July 22nd which included a kick-off workshop on August 12th to discuss the issues, goals and assumptions being used to develop the 2021 budget. The memo from that meeting is attached for your reference.

The budget calendar includes a follow up discussion, as needed, for tonight’s meeting.

DISCUSSION This item is on your calendar for a follow up discussion from the August 12 Workshop.

FISCAL IMPACT As discussed herein.

ATTACHMENTS August 12, 2020 Memo to Commission re: 2021 Budget

RECOMMENDATIONS

1. Provide direction, if any, related to the preliminary assumptions underlying thedevelopment of the 2021 budget.

40

PORT OF PORT TOWNSEND AGENDA MEMO

August 12, 2020 Public Workshop – Staff Memo Page 1 of 3

DATE: 8/12/2020

TO: Commission

FROM: Eron Berg, Executive Director & Abigail Berg, Finance Director

SUBJECT: 2021 Budget

ISSUES 1. Provide the Commission with preliminary assumptions underlying the development of the

2021 budget.2. Discussion of preliminary priorities for the 2021 budget.

BACKGROUND The commission adopted the 2021 budget schedule on July 22nd which includes a kick-off meeting on August 12th to discuss the issues, goals and assumptions being used to develop the 2021 budget. Both Terry and Chris will be in attendance to discuss operations and maintenance goals and priorities for 2021 as well.

The proposed 2021 budget will be heavy on maintenance and projects as we continue to focus on the clear mandate to care for the facilities the Port owns and operates.

DISCUSSION This will be a challenging year to budget for since the impact of the pandemic in the Spring of 2020 has not been fully realized. After being sheltered in place for almost two months, the summer season started late June and it almost appears to be business as usual. But there’s still some uncertainty based on how the pandemic is impacting the rest of the nation.

The June 2020 CPI-U for Seattle-Tacoma-Bellevue came in a 0.09%; this is the lowest reported CPI in this region since 2010. The Port has used the CPI as a guide for increasing rates each year, so that we can try to stay current with rising costs. Based on this most recent CPI report, we will recommend a 1-1.5% increase to most rates charged by the Port. Other revenue items for discussion in the proposed budget include:

• Updating boat launch fees to reflect the new “annual” pass and deleting the early bird discount;• The possibility of a discount for moorage tenants who pre-pay annually, by cash, of

approximately 5%;• Review and consideration of possible stormwater fees at JCIA to cover annual stormwater

maintenance (i.e., ditches, catch basins and piping);• Review and update to JCIA tie-down fees to better fit the standard for similar airports (i.e.,

offering a few hours of free use of the ramp);• Addressing the “grandfather” issue relating to moorage slips where approximately 70 tenants

are paying moorage based on the size of the vessel rather than the size of the slip, updating toconform to current policy effective January 1, 2021; and

41


The CPI is also used as a rate to apply to compensation to ensure staff pay is current with the rising cost of living. Contractually and in accordance with Port policy, the Port is obligated to apply a minimum CPI increase to compensation in the amount of 2%, which is below the June CPI reported amount. There are also several newer Port employees that we anticipate will continue performing well and be eligible for a step increase in 2021. The collective bargaining agreement (CBA) between the Port and the Teamsters expires this year and bargaining will begin shortly.

With the onset of the pandemic in March, the Port did not hire any seasonal workers as is the normal course of business. While this may save money for the Port in 2020, we do not anticipate repeating this in 2021 and intend to propose an increase in seasonal staffing to support the maintenance and landscaping at Point Hudson and JCIA, in particular.

We’ve received the September 1 effective date for PERS rate increases and are awaiting the healthcare cost adjustments for 2021, which are typically received in October. PERS employer rates increased from 12.86% to 12.97%.

With the passage of the IDD Levy and our renewed focus on maintenance and projects, the Port has a need for a capital projects manager. We are currently looking at the possibility of hiring an engineer to serve in that role, managing our capital program, supporting maintenance and freeing up Eric to perform his primary duties. The Port also has a need for additional support with IT and GIS and we are considering the most effective ways to support those needs.

Continuing the theme of maintenance and projects, we are currently looking at specifications and costs for critical equipment including a new forklift for yard operations, an excavator for maintenance and projects and a pickup truck for yard operations.

The proposed 2021 budget will also include costs for continued grant writing support, governmental affairs consulting, contract engineering, environmental permitting, etc. Capital projects will be a primary cost driver in 2021 and it is our intent to present you with a budget that positions the Port to have projects “shovel ready” and competitive for funding opportunities.

One proposed shift in the structure of the budget is to track debt service and repayment by operational unit (i.e., existing debt for A-B dock replacement will show as an expenditure from Boat Haven Moorage) rather than using property taxes exclusively for debt repayment. This will provide a measure of transparency as we attempt to track our business by operational unit and will require the use of property taxes to “subsidize” various operational units annually.

Another proposed shift in the structure will be a change to the reserve funds to merge the hazardous waste and contingency reserves into an emergency reserve (with a target of $500,000 balance) and begin an ER&R type fund for future equipment replacement.

The presentation of the budget will be updated to make it more accessible to the public including: • More pie charts showing where all the money comes from (not just operations) and where all

the money goes;• Putting debt services costs in the department where the improvements occurred;• Tracking IDD Levy revenues and expenditures in detail; and

42


• More detail on budget development process highlighting opportunities for public engagement(mostly as a review of the 2021 process and as a look ahead to the 2022 budget developmentprocess).

Following your discussion and direction, the next step in the 2021 budget process is continued development of the budget itself with Eron and Abigail working with managers. The next scheduled check-in with the commission is a status update on August 26. If members of the public have ideas for the 2021 budget, now is an ideal time to share them. The more formal process of public engagement begins on September 23 with the presentation of the draft budget (available to the public on September 18).

FISCAL IMPACT As discussed herein.

ATTACHMENTS Q2 YTD financial report

RECOMMENDATIONS 1. Provide direction, if any, related to the preliminary assumptions underlying the

development of the 2021 budget.

43



AGENDA ITEM ☐ First Reading ☐ Second Reading ☒ Regular Business ☐ Informational Items

AGENDA TITLE VII. B. Covid-19 Update

STAFF LEAD Executive Director Eron Berg

REQUESTED ☐ Information ☐ Motion/Action ☒ Discussion

ATTACHMENTS No materials

44



AGENDA ITEM ☐ First Reading ☐ Second Reading ☒ Regular Business ☐ Informational Items

AGENDA TITLE VII. D. ICC Update

STAFF LEAD Executive Director Eron Berg

REQUESTED ☐ Information ☐ Motion/Action ☒ Discussion

ATTACHMENTS

Commissioner Hanke & Executive Director Berg serve representatives on the “group of 8” or the Interlocal Community Council (ICC).

Commission agreed to have regular updates so all viewpoints could be heard and the Commission could all be on the same page. This is the standing item on Commission’s regular meeting for updates about what’s happening within each committee.

There are six focus groups: A. Culture & Events – Commissioner PutneyB. Economy & Jobs – Commissioner PetranekC. Children & Families – not assignedD. Human Services – not assignedE. Food System Resiliency – Commissioner PetranekF. Broadband – Commissioner Putney

45



AGENDA ITEM ☐ Consent ☐ 1st Reading ☐ 2nd Reading ☐ Regular Business ☒ Informational

AGENDA TITLE Informational Items

STAFF LEAD

REQUESTED ☒ Information ☐ Motion/Action ☐ Discussion

ATTACHMENTS 1. Port Contracts Update2. July 2020 Operations Report

46

PORT OF PORT TOWNSEND INFORMATIONAL MEMO

DATE: August 20, 2020

TO: Commissioners

FROM: Sue Nelson, Lease & Contracts Administrator

CC: Eron Berg, Executive Director

SUBJECT: August 26, 2020 Commission Meeting – Commission Update: Current Contracts Under $25,000 Approved by Executive Director Eron Berg, per Delegation of Authority Resolution No. 713-20

Name Dates Description Amount

All City Autobody & Towing 8/5/20 – 8/5/21 On-call towing; includes towing of 2 unwanted vehicles

$140.00/annual

Jen-Jay Diving, Inc. 8/7/20 – 10/30/20 Point Hudson Eelgrass Habitat Survey

not to exceed $25,000

CP Communications (Jim Pivarnik) 8/10/20 – 7/31/21 Tasks as specified: Operations, Management, Projects

not to exceed $20,000

47

Port of Port TownsendFive Year Comparisons

POINT HUDSON RV PARK ‐ Nightly Count

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC TOT

2015 304 291 244 652 955 1036 1202 1287 1072 771 403 269 8486

2016 286 281 392 634 806 963 1256 1276 1137 645 492 293 8461

2017 211 253 349 491 833 1015 1368 1314 1022 770 312 243 8181

2018 204 294 430 498 868 1258 1396 1369 1001 828 352 226 8724

2019 225 96 389 552 843 1098 1312 1307 928 788 419 220 8177

2020 205 246 213 0 0 418 1156 2238

POINT HUDSON MARINA ‐ Nightly Count


2015 83 104 101 163 619 537 1018 1033 958 221 73 60 4970

2016 70 92 56 235 594 706 1015 1026 950 122 51 44 4961

2017 25 60 65 138 540 729 1131 990 839 99 48 45 4709

2018 27 28 104 154 489 703 1013 1019 683 123 96 62 4501

2019 37 33 88 198 504 590 995 1011 609 127 65 66 43232020 22 64 72 10 17 502 1093 1780

0

200

400

600

800

1000

1200

1400

1600

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

Point Hudson RV Nightly

2015 2016 2017 2018 2019 2020

0

200

400

600

800

1000

1200


Point Hudson Moorage Nightly

2015 2016 2017 2018 2019 2020

48


BOAT HAVEN MARINA ‐ Nightly Count


2015 132 188 271 249 605 497 799 795 920 206 287 87 5036

2016 100 251 196 251 261 548 759 623 927 211 156 129 4412

2017 64 141 420 190 479 511 757 704 757 202 61 150 4436

2018 86 103 228 137 427 399 753 711 658 236 131 116 3985

2019 89 76 286 314 567 563 1034 842 827 347 230 126 5301

2020 150 174 278 48 125 486 994 2255

0

200

400

600

800

1000

1200


Boat Haven Moorage Nightly

2015 2016 2017 2018 2019 2020

49


WORKYARD ‐ 75T Haul Outs

JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC TOT

2015 26 37 81 84 95 93 78 74 71 41 34 24 738

2016 19 34 62 76 87 86 78 82 65 61 32 21 703

2017 24 32 61 75 78 100 73 74 62 57 24 16 676

2018 25 29 81 91 99 88 86 72 60 57 44 23 755

2019 42 29 73 73 84 78 86 82 83 74 31 23 758

2020 18 34 46 31 44 85 82 340

SHIPYARD ‐ 300T ‐ Haul OutsJAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC TOT

2015 10 2 13 14 16 18 5 10 13 12 6 2 121

2016 9 6 21 12 16 14 6 10 13 19 3 8 137

2017 11 12 7 15 16 13 7 9 11 13 6 6 126

2018 9 10 13 14 19 17 8 13 14 21 9 4 151

2019 5 7 16 16 20 10 7 8 14 15 6 5 129

2020 12 11 10 16 13 16 7 85

0

20

40

60

80

100

120

JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC

Workyard 75T Haul Outs

2015 2016 2017 2018 2019 2020

0

5

10

15

20

25

JAN FEB MAR APR MAY JUN JUL AUG SEPT OCT NOV DEC

Shipyard 300T Haul Outs

2015 2016 2017 2018 2019 2020

50

MOORAGE & RV'S Total Units Units

93% 278 93% 277 94% 281 92% 277 96% 287 97% 290 97% 290 0 0 0 0 0 299 SLIPS

77% 2070 83% 2231 71% 1908 65% 1747 77% 2070 67% 1801 56% 1505 0 0 0 0 0 2,688 FT

19% 130 19% 130 16% 109 20% 137 22% 150 30% 205 35% 239 0 0 0 0 0 683 FT

65% 20 63% 19 68% 20 65% 20 74% 22 66% 20 94% 28 0 0 0 0 0 30 SLIPS

111% 511 129% 593 122% 561 123% 566 101% 465 104% 478 78% 359 0 0 0 0 0 460 FT

59% 499 61% 512 72% 604 63% 533 35% 295 42% 357 73% 614 0 0 0 0 0 840 FT

82% 16 87% 17 89% 18 76% 15 43% 9 48% 10 84% 17 0 0 0 0 0 20 SLIPS

104% 879 100% 850 101% 856 100% 846 87% 736 86% 729 91% 768 0 0 0 0 0 848 FT

49% 573 51% 596 60% 701 60% 701 76% 888 75% 881 80% 931 0 0 0 0 0 1,169 FT

63% 25 58% 23 60% 24 68% 27 84% 33 89% 36 90% 36 0 0 0 0 0 40 SLIPS

55% 25 57% 26 60% 27 40% 18 39% 18 26% 12 85% 39 0 0 0 0 0 46 SITES

45% 14 44% 14 44% 14 47% 15 48% 15 83% 27 93% 30 0 0 0 0 0 32 SLIPS

42% 88 42% 88 54% 113 41% 86 41% 86 51% 107 67% 141 0 0 0 0 0 210 FT

0% 0 0% 0 0% 0 0% 0 0% 0 29% 56 58% 109 0 0 0 0 0 190 FT

82% 98 91% 109 97% 116 82% 98 76% 91 75% 90 75% 90 0 0 0 0 0 120 SLIPS

82% 18 88% 19 92% 20 122% 27 115% 25 116% 26 89% 20 0 0 0 0 0 22 SLIPS

92% 32 96% 34 91% 32 88% 31 84% 29 84% 29 72% 25 0 0 0 0 0 35 SLIPS

*Percentages reflect monthly averages. Averages are calculated from a combination of lineal feet or slips/spaces occupied compared to the overall capacity of feet/space.

Monthly Counts

POINT HUDSON BOAT HAVEN QUILCENE YARD

Permanent/Business 11 Permanent 309 Permanent 34 One way Lifts 0

Limited Access 38 Monthly Moorage 54 Nightly 20 Re‐blocks 2

Winter RV Monthlies 0 Credit System 34 Annual Ramp 5 Work Yard OPP 19.8

Monthly Moorage 1 Annual Ramp 73 Daily Ramp 68 Ship Yard OPP 2.7

Reservation Fees 541 Daily Ramp 350 0 (OPP ‐ Vessels off port property)

OPERATIONS & OCCUPANCY REPORT

PTBH ‐ COM. RAFTING

PH ‐ SLIPS 13‐32

QUIL ‐ LIMITED

QUIL ‐LINEAL

QUIL ‐ SLIPS

PH ‐ RV

PH ‐ KAYAK

PH ‐ LIMITED

PH ‐ LINEAL

PH‐ SLIPS 1‐12

DECFEB MAR APR MAY

LONGTERM

SHIPYARD

PTBH ‐ LINEAL

WORKYARD

NOV

PTBH ‐ CONSTRAINED

PTBH ‐ LIMITED

PTBH ‐ SLIPS

JUN JUL AUG SEPT OCTJAN

51

Port of Port Townsend Monthly Counts - 2020 2019

LIMITED RV MONTHLY RES. FEES LIMITED RV MONTHLY RES. FEES

JAN 21 18 11 30 238 JAN 26 21 11 32 265

FEB 21 19 11 33 249 FEB 28 21 11 31 145

MAR 23 21 11 31 24 MAR 30 20 11 31 287

APRIL 28 17 11 30 ‐183 APRIL 37 16 11 30 369

MAY 35 17 11 13 15 MAY 38 10 11 1 435

JUNE 39 0 11 1 371 JUNE 40 0 11 1 462

JULY 38 0 11 2 541 JULY 43 0 11 1 622

AUG AUG 40 0 11 1 529

SEPT SEPT 37 0 11 1 356

OCT OCT 27 10 11 26 213

NOV NOV 26 10 11 35 169

DEC DEC 21 17 11 33 96

PERMANENT A ‐ RAMP D ‐ RAMP PERMANENT A ‐ RAMP D ‐ RAMP

JAN 307 43 8 48 6 JAN 301 49 6 59 64

FEB 300 39 8 52 36 FEB 293 47 7 14 20

MAR 305 39 22 20 15 MAR 294 52 23 13 98

APRIL 304 39 6 3 8 APRIL 302 53 20 19 57

MAY 310 46 9 31 119 MAY 307 59 36 39 160

JUNE 308 54 18 54 152 JUNE 306 64 40 31 185

JULY 309 54 34 73 350 JULY 308 68 59 51 365

AUG AUG 314 72 66 11 165

SEPT SEPT 310 67 55 6 182

OCT OCT 317 53 13 2 71

NOV NOV 311 46 11 0 26

DEC DEC 300 46 8 11 23

A‐ RAMP DAILY RAMP A‐ RAMP DAILY RAMP

JAN 16 0 5 6 JAN 12 6 6 3

FEB 15 1 3 0 FEB 13 0 1 11

MAR 16 1 0 2 MAR 13 0 6 4

APRIL 17 0 2 5 APRIL 18 40 5 39

MAY 17 5 13 39 MAY 37 21 15 195

JUNE 28 16 5 214 JUNE 27 49 4 121

JULY 34 20 5 68 JULY 36 43 6 89

AUG AUG 36 22 6 102

SEPT SEPT 30 17 0 28

OCT OCT 15 0 0 3

NOV NOV 13 0 0 1

DEC DEC 13 0 0 6

MOORAGE

MONTHLY

MOORAGE

NIGHTLY

BUSINESS/

PERMANENT

MOORAGE

MONTHLY

CREDIT

SYSTEM

BUSINESS/

PERMANENT

MOORAGE

NIGHTLYQUILCENE

POINT HUDSON BUSINESS/

PERMANENT

BOAT HAVEN MOORAGE

MONTHLY

CREDIT

SYSTEM

QUILCENE

BOAT HAVEN

POINT HUDSON

MOORAGE

MONTHLY

BUSINESS/

PERMANENT

52

Documents

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