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HomeMy WebLinkAbout060424 HPC Meeting PacketAgenda Historic Preservation Committee Regular Meeting 3:00 PM, Tuesday, June 4, 2024 City Council Chambers, 540 Water Street • Join in person; via computer or tablet at http://Ooinwebinar.com enter the 9 digit Webinar ID 208387787; or by phone (listen only) United States: +1 (562)-247- 8422 access code: 184-809-509# • Local Dial In — (360) 390-5064 access code: 184-809-509# • Submit public comment to be included in the meeting record to: https://Publiccomment.fillout.com/citvofpt 1. Roll Call: Craig Britton (Chair), Walter Galitzki (Vice Chair), Kathleen Knoblock, Monica Mader and Michael D'Alessandro. Monica MickHager (Council Liaison) 2. Approval of Minutes: A. Review of: May 7, 2024 Draft Regular Meeting Minutes 3. Correspondence/Attachments: None Received 4. Public Comment (for Items not on the Agenda): 5. Old Business: None 6. New Business: A. HPC24-017, PT Main Street New bicycle rack shelter west of Cotton Building facing Water St. Agent: Simon Little, Studio STL Applicable Guidelines: City of Port Townsend, 1997 Streetscape Manual Applicant and Staff Presentation Public Comment (3-minute limit per person) HPC Questions and, if appropriate, Deliberation and Recommendation B. HPC24-021, Franklin House exterior electrical meters17, PT Main Street Owner: Leading Tone LLC, Miles Okazaki, owner Agent: Raymond Weber Fredrickson Electric Applicable Guidelines: i. Secretary of the Interior's Guidelines for Rehabilitation, particularly Guideline No. 9: New ... exterior alterations... will not destroy historic materials, features, and spatial relationships that characterize the property; and, ii. Locally adopted Mechanical Guidelines for any potential screening or painting. Applicant and Staff Presentation Public Comment (3-minute limit per person) HPC Questions and, if appropriate, Deliberation and Recommendation C. HPC24-007, Kellogg Building window and fagade repair 929 Water St. Owner: Duncan Kellogg Applicable Guidelines (for windows): Secretary of the Interior's Guidelines for Rehabilitation, particularly Guideline No. 9: New ... exterior alterations, or related new construction will not destroy historic materials, features, and spatial relationships that characterize the property. The new work shall be differentiated from the old and will be compatible with the historic materials, features, size, scale and proportion, and massing to protect the integrity of the property and its environment. Applicant and Staff Presentation Public Comment (3-minute limit per person) HPC Questions and, if appropriate, Deliberation and Recommendation D. HPC24-020, Jefferson County Parks 550 Washington St., Memorial Field fence replacement Agent: Matt Tyler, Jefferson County Parks Director Applicable Guidelines: Secretary of the Interior's Guidelines for Rehabilitation. Please review these, and all other, adopted Guidelines here: Historic Preservation Materials I City of Port Townsend Washington (citvofpt.us) Applicant and Staff Presentation Public Comment (3-minute limit per person) HPC Questions and, if appropriate, Deliberation and Recommendation 7. Other Business: A. Review of available draft Guidelines time permitting Consider setting a Special Meeting to continue 2024 WorkPlan 8. Upcoming Meeting(s): A. Next Regular Meeting scheduled TBD for July 2024 Adjournment: (A LLI � 2 i E 0- 0 R m � E � k � � Y 2 .] 0 WE � § CL m 0 2 : k a k 0 § � E tn � Ln � ILI c o• 0 ' 0 § 0 Q E § o m 2 ® = 0- e 2 q 7 e= v m E k m $ 3 •� 2 E 2 = I E Cl/M m % o I = s @ M o-0% 2 \ .{ y / 2 § 7 u $ o o � E / / u~m^ E aj m E)U\�m/# E\ m D c m g ' / U§ / 2 r-i q~o�® _ 6 ± ) 0- _0 0 / m ) e� ) \ m k \ k % 0 _ a)E C m = E < uE 2 2E uE u 2 k § E § 2 � . k Li- 2 S C §> fa CL 0 § u 0 2 ' - M r.L 'D d M 0 a / � c 2 / % Q § % o vo E § a o ° o > � 2 4- m E •- �/ o � �t� 2 ° k E > § \ / E / ~ 2 y @ 2 R \ & / / ) k u E 2/ / \ G ) @ 2 3 § / % /E9 Q) 0 = (u I c ai k k > » 2 ° CL % § / : u / d E ® 12 ƒ 3 R I ƒ 2 u ? \ / \ ® / & / 2 y � 4-1' \ E R \ m \ ./ $ / n / \ ) / m m E / \ 3 .g + \ § � e 2 Ln CL > �.§' m 3 Ey E � / mo Q W § m 7 & ° E / 2 �.g 0 m 7 / \ ■ 7 ® g u g ® E / a) % � ± q E / \ ° % 2 E w � •- # � ° 0 q / E k � o — 2 § f 2 M / # R � E % � kLnw / � 2 I •¥ � / \ § ¥ uLnQ 0) E 0 Ln M E G k ' K \ ƒ $ £ E 0 \ F 7 u2�_ 0 tk 2 2 § \ E y $ g \ o ® 9 0) E w § £ . m \ � C Q � g . ._Ln I E E E u\ 12 k 7 o \ - q 3 / I 3 q 2 3 »/ 7 7' £ % � + / § ° J � � E o / 2 2 ' m � 7 Ln a 2 / 2" m /- 2 L y LA #■ 2ƒ ®� w (U 2 Q 7/ k o E/ / k/ d ' x 0 R u ® 2 LA x m u o 3> ■ u x E - a) £ Q co u co a / ƒ ° ° ' ■« + R E Q- E� / 2 x o / z k '\ / v 2 CL \\ a 3 Q 2 7 N 0 N @ D g 0- W 4� CL 60 a z w U) z wrn w /{ \/ �\a \ / - S. �2 Jz (port R "h M" Mb City r L-211 c Townsen PLANNING & COMMUNITY DEVELOPMENT 280 a1.,io r Street, Suite '1 � tort low nsend, WA tt t, 8 1360.3M5095 w w —6tV0f t.uS r ' / o / �iar � rc HISTORIC DESIGN REVIEW Of Proposal(s) Within the National Historic Landmark District PP'LJC A1'1O'N : 1JPC ti I Applicant Name: Leadinq Tone LLC Miles Okazaki, sole owner Mailing Address: 466 E 18th St, Brooklyn, NY 11226 Da Phone: 347-684-2514 Email Address: Architect/Designer/Re resentative: Ray Weber (manager) Email Address: rayaweber@gmail.com Dav Phone: 360-774-1211 Project Street Address: 632-636 Water St Port Townsend Franklin l-louse luildin Le al Description: Pro ert ID 39382 Parcel Number: Pro e Owner Name if different from Applicant): Day Phone: 632 Project Description: service with new 6001m service with 5 tenant meters„ located on south side of building near FUD transformer. All applicants and property owners must sign the application below to signify agreement with the proposed application. The Applicants) hereby certifies that all of the above statements and information contained in any exhibits, plotplans, or other transmittals made herewith are true andprovide an accurate presentation of the proposed project. The applicants) acknowledges that any action taken by the City of Port Townsend based in whole or in part on this application may be reversed if it develops that any such statement or other information contained herein is false. The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of action, judgments, claims, or demands, or from any liability of any nature arising from any noncompliance with any restrictive covenants, plat restrictions, deed restrictions, or other restrictions which may have been established by parties other than the City of Port Townsend. 4.31.24 10 Date Property Owner (if different from applicant) Date RECEIVED CITY OF PORT TOWNSEND DSD 1.24 Page 1 of 2 22 C 01 m ❑ _U , U a = d cc N C C •� Li LU = N 7 m 0 CE E ,,, i U) U C m L > > W CD ? O V V CL C 7+, al E, li inm ._ F g m m i c o d N li rn c c' O d' _ m m m 3 r c 2 y c c R a cc u tx ❑ v E y i yy Q 2 C Q C Q N c co v E m y O.. > .!: ° = X n: m o is ¢ N ¢ m 01 O '�, N H 7 m g¢ J J 01 u fbJ C lU 0 Total Depth Total Height _ww ti........ 69.941n 69 I—►1I ,gyp...... .. .... .....�.,,..r� ZL'90L'lmod lsayfiiH of apeiE) 00'60'ialayy dal of epee _.._....................___..00'96'1alaH Wopog of apex] mow O U LL O U. z z m Q O L 0 � O L c m c -a 'a) O O) a) O) = O 0) N C o it O iJ N 0 i) E U C)) E =3 O Fy=� L) N � tti N E c 2 � ns � C O o '� = o N X � O W OD Ill� I N L O O m 0 N ? . 7FD O w— Q a E � o n O S m O E rd o 'CC c U) ns c C) (D 'E L O .0 g O) L O O c _o N_ E a0i 1 C in T L C O C m O = LL C m `• O 0) 0) E Y o —� 7 N y O O O) o 'S a) ul C CD L Cn O E 7 O CDr O L U 8 0) C O O N yt C fD m V) RJ L•' COJ Cc: 7 Q 0) O o m ° O O .2 m m E (CD: O _ 2 N N c c Z) a) O C c - CID o .o .0 L O IQ N lL C 0 0) ccv c C chi E U) In 'm = E a c g L EW N _ C N L = as O E E z 7i m U- in r N [M 4 w Unr rr► w. ri p � " Madison �S "ie'ei suit x I Port t C Townsend,68 J�360 379 5095 .I . www.citVof.Pt.us „11'q -OPMF_NT REVIEW RVICES 'op Wititiac ational Historic Landmark istr l+cr--111�1 ►PPLiCA'i'YON #: HPC �" ��,. �� ..��� trchite YDesijzner/l3epresentative: tlaalin� Address�._���..._.,...�.� ��.�_.................�_. �._.._...__,_._....�_._._.......,., Phone: "t a ce' Street Address: ` ael tp�tar��.w .. 'arcel Number: _ ° p (if differeni from t rv. ltcan : rr,a _ert Owner Name ..�_ .,....__.�_... ,_.w_ �..mm.�...,_.......�w_..,,,,,,.._. _ ......._........._.... .�....,._ ��..... ...... w......� �� Phone ! Cho [.v Ul applicants and property owners must sign the application below to signify agreement with the ioposed application. he Applicants) hereby certifies that all of the above statements and information contained in any xhibits, plot plans, or other transmittals made herewith are true and provide an accurate presentation of he proposed project. The applicant(s) acknowledges that any action taken by the City of Port Townsend lased in whole or in part on this application may be reversed if it develops that any such statement or ether information contained herein is false. he undersigned hereby saves and holds the City oj'Port Townsend harmless from any and all causes of !ction, judgments, claims, or demands, or from any liability of any nature arising from any !oncornpliance with any restrictive covenants, plat restrictions, deed restrictions, or other restrictions Mich may have been established by parties other than the City of Port Townsend. \ppl 'roperty Owner (if different from applicant) .2.21 Date dSa aN3SNMOi IUod d0 A-L10 03AI303H Page 1 of 2 0 L4 ( C2 N 4/10/24, 2:32 PM Glass Performance Data I Cardinal Glass Industries , a 2� wGlass Performance Data I Cardinal Gjass w,� �...w-w...-.�. �.�.._.).�� (IP) Product Visible Light Fade Trans LSG Ratio Solar U-Factor IP U-Summer Panes I Config Airspace (mm) Vis Light Trans Ext Ref 7 int Refs UV Tdw-ISO' LSG Ratio SHGC Air i Argon R Air Argon .,�..�,..._.._,..-ww-..w �.w.�.,.�.,...,. 2 le CI • Trans � � u i� C ad ear i 11.5 80k 14/o 114% 47% 70% j 1.10 ; 0.73 0.48 OAS � 0.50 �E 0,48 • Values are center of glass calculated using LBNL Window 7 per NFRC100 conditions • Argon fill is 90% and air fill is 100%. • Actual values may vary due to production tolerances, • This performance data is not a commitment for Cardinal to produce, about:blank 1/1 7 9 4-C 1.i's_ 26285 12 Trees Lane Suite 107 P'ouls)30 WA 98370 ( E3 m ()') I �.;1)2, 6 n 7 `). , comriieIC iai@dahi i� s.com cu�tOMSR . Kellogg Building Duncan Kellogg 929' Water St Port Townsend, Washington, 98368.5767 (206) 817.1394 duncan1138@gmail.com Port Townsend, Washington, 98368-5767 (206) 817-1394 ,tCIiiIIPTION e 2) storefront windows changing from single to double pane Estimate Proposal Dahl Glass proposes to furnish and install . Price includes labor, material, and disposal of Job site debris. Please review the following; (12) clear/clear tempered 1" insulated units, wood stops with black aluminum cladding, brake shapes where needed duncan1138@gmail.com U 1.00 $27,985.00 9.10% $30,53 Revised pricing after field measurements for glass and brake shapes. Price increase reflects change to black finish and out of q u are Insulted glass units Port Townsend Sales Tax / CUSTOMER MESSAGE -LEAD T E DEPENDENT ON MATERIAL ORDERED PRICE I SUBJECT TO CHANGE DUE TO MANUFACTURER PRICE INCREASES -PROMO 'AL GOOD FOR 30 DAYS -A NON- EFUNDABLE 50% DEPOSIT IS REQUIRED BEFORE MATERIALS WILL BE 9.10% $2,54 -CARD ILL BE RUN FOR THE BALANCE WHEN JOB 15 100% COMPLETE ' r1AU1 rn ACC IC Ain-r DCCDr1MCIDl G MD AM%/ DAWTImr: 41d7 Pam; - I' =7— c:;2­022 =M knr��= � Standard wood screws have deep, coarse threads to grab and hold wood securely. They help clamp and strengthen wood joints or to attach hinges, hardware, or locks into wood framing. Plain 18-8 Stainless Steel Flat Head Phillips Drive I'Scmw Size Fastener Length Head VAdth NO" Height Drive Size 7hrwda per irmh #10 2 In 0.385 In We' 4/2512023 To; MILLER SHEE"iIYVA&.rfpWC SO#d 575222'9 LaO, I POO 1100 Part: 040SHOL~ Ot 27 t*aW 000020 To . AW5 01 Lorin Industries Inc. CERTIFICATE OF ANALYSIS 1960 Roberts Street Muskegon, MI 49442 United States Customer, Coast Aluminum & Architectural 18805 80th Place S Kent, WA 98032 Country of Origin; USA Order No: 47578 / 1 Product: 0900426-006 Metal: Gauge .0400 AI Alloy 5005 Temper Fi34 Attw Phone, Fax: Cust PO No: AW569 — '-- Cust Part No: 1037-040CLBL Descrlption: Cotorin-BlackMatt ,040 Interleave: None Page 1 of 1 SILICON IRON COPPER MANGANESE CHROMIUM ZINC 0.00 - 0.30 0,00 - 0.70 0.00 - 0.20 0,00 - 0.20 0.00 - 0.10 0.00 - 0.25 OTHER ELEMENTS MAGNESIUM 0.00 - 0.05 0, 60. 1.10 - Lot No: 900020 Alloy: 5006 Temper: H34 Finish: MF- MEOkANiCAIL Pf ll "i iE>Fm Tensile Strength (ksi) Elongation Standards Ultimate Yield (Min %) 23.2-23.7 20.7-21.2, 6.0-6,0 1011E'(C1f AND TEST RESUL.TS Characteristic Measurement Specification Range UOM Test Method Reference Film Thickness 0.000438 0.000400 - 0.000450 inches Calculated FILM THICKNESS Film Weight 16,644 15,200 - 17.100 mg/sq inch ASTM B137 FILM WEIGHT Gauge 0.0396 0.0365 - 0.0415 Inches Micrometer GAUGE TOLERANCE NEAR CUS1"OMEN: The following material was tested and found to meet specification. Testing for chemicai anc mechanical properties have been performed by Lorin's aluminum supplier. IGNATUREt Brian Holt DATE: 02/24/2023 Test Property Unit Result As Cured After 21 Days at 25°C (171) and 50% RH ASTM D 2240 Durometer Hardness, Shore A points 35 ASTM C 794 Peel Strength Ibfln (kg lcm) 32 11 (5.7) ASTM C 1135 Tension Adhesion Strength At 25% Extension psi (MPa) 45 (0.310) At 50% Extension psi (MPa) 60 (0.414) ASTM C 719 Joint Movement Capabitity t50 ASTM C 1240 ,,,percent Staining (Grantle, Marine, Limestone, Brick and .. e,.m. Concrete) None As Cured After 21 Days at 25 C 77 F) and 50% RH Followed by 10,000 Hours in a QW Weatherometer, ASTM G 53 ASTM C 1135 Tension Adhesion Strength At 25% Extension psi (MPa) 35 (0.241) At 50%Extension psi (Mpg) 50 (0.345 Description D WSIL' " 795 Silicone Building Sealant is a one -part, neutral -dire, architectural -grade Sealant that easily extrudes In any weather and cures quickly at room temperature, This cold -applied, non -sagging silicone material cures to a medium modulus silicone rubber upon exposure to atmospheric moisture. The cured sealant is durable and flexible enough to accommodate 50 percent movement of original joint dimension when installed in a properly designed weather seat joint, to a property designed structurally glazed joint, the sealant is strong enough to support glass and other panel materials under high wind load. Approvals/ Specillflications DOWSILTm 795 Silicone Building Sealant meets the requirements of: Federal Specification TT-S 001543A (COM-NBS) Class A for silicone building sealants Federal Specification TT-S-00230C (COM-NBS) Class A for one -part building sealants e ASTM Specification C 920 Type S, Grade NS, Class 50, Use NT, G, A and 0 ASTM Specification C 1184 for structural silicone sealants o Canadian Specification CAN2-19.13- M82 Issued to; Dow Silicones Product: DOWSILT"795 C719s Pass _/ Ext:+50% Comp:-500/o Substrate: Unprinled Glass, Unprimed Anodized Aluminum and Kynar (primed with DOWSILTm C-OS) Validation Date: 05/13/22 - 05/12/27 No. DOW522-527 O'opyfi ht©2022 •a'Tmdemark of The Dow Chemical Company (TW) or an affiliated company of Dow D4wSILT1" 795 Silicone Building Sealant Page 2 of 4 0 2017-2022 The Dow Chemical Company. All rights reserved. Form No. 81-885.01-1022 82D �.� � � r,' �� .. �� � .. y .Y,,,� �:(' � ('_r a ,.,�µa � \ ^ yaa , . ,. � / \ \ � � � � z� r� �{>� i� «Z� � ; � � �z �ZZ y � . ��w .. � . I 1 -1 1 1'1� �) 2 ) JT -,�) 7 " ( � BLD 24-033 BUILDING FACE 9 2 9 W, "'ATER, SREET RSN 11 B VOWAA0 /A.�l IA IIJ ?1 �- (J � .2JS'a✓ / ( ,I E; c CL w E -0 O.M 0 CL U) E s 0 m to tt 76 F3 'o 18 _oa ty a. 0 2a a. 20. o. 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E W W 1 0 u u a) 2 T 0 nin m A 3...... .... I-- ............. .. . . . . ............ ...... . ..... . ..... . ............. . . . . ..... BOUNDARY MAP rn m PROJECT- 24-1768 DEV, MEMORIAL FIELD FENCE REPLACEMENT PROJECT JEFFERSON COUNTY PARKS & RECREATION M—q- 0 623 SHERIDAN STREET, PORT TOWNSEND, WA 98368 Matt Tyler, April 2,2024 7