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Agenda 10-08-18 CITY OF BOYNTON BEACH HISTORIC RESOURCES PRESERVATION BOARD MEETING AGENDA .z DATE: Monday, October 8, 2018 TIME: 6:30 P.M. PLACE: Intracoastal Park Clubhouse, 2240 N. Federal Highway 1. Pledge of Allegiance 2. Agenda Approval 3. Approval of Minutes —August 2018 Minutes not available. We will approve them at the next meeting. 4. Communications and Announcements — Distribution of publication from Div. of Historical Resources 5. Old Business: A. Boynton High School (125 E. Ocean Ave.) — Rehabilitation and adaptive reuse project update (Staff is obtaining a status update and will present findings at the meeting). B. Historic plaques for designated properties — Status of establishing a marker program (see accompanying combined staff report for update). C. Woman's Club of Boynton Beach — Report on roof replacement work approved and contracted for the City's nationally-registered, 1926 Woman's Club. D. Boynton Beach Website Update—The City's website has been completely redesigned and the City's historic preservation information continues to be brought into, or linked with the new site. E. Magnuson House, 211 E. Ocean Avenue— Update on adaptive reuse project (see accompanying combined staff report for update). 6. New Business: None 7. Other 8. Comments by members 9. Public comments 10. Announce date of next meeting — October 8, 2018 (unless Board action is warranted sooner) 11. Adjournment The Board may only conduct public business after a quorum has been established. If no quorum is established within twenty minutes of the noticed start time of the meeting the City Clerk or designee will so note the failure to establish a quorum and the meeting shall be concluded. Board members may not participate further even when purportedly acting in an informal capacity. NOTICE IF A PERSON DECIDES TO APPEAL ANY DECISION MADE BY THE CITY COMMISSION WITH RESPECT TO ANY MATTER CONSIDERED AT THIS MEETING, HE/SHE WILL NEED A RECORD OF THE PROCEEDINGS AND, FOR SUCH PURPOSE, HE/SHE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDING IS MADE, WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED. (F.S. 286.0105) THE CITY SHALL FURNISH APPROPRIATE AUXILIARY AIDS AND SERVICES WHERE NECESSARY TO AFFORD AN INDIVIDUAL WITH A DISABILITY AN EQUAL OPPORTUNITY TO PARTICIPATE IN AND ENJOY THE BENEFITS OF A SERVICE, PROGRAM, OR ACTIVITY CONDUCTED BY THE CITY. PLEASE CONTACT THE CITY CLERK'S OFFICE, (561)742-6060 OR (TTY) 1-800-955-8771, AT LEAST 48 HOURS PRIOR TO THE PROGRAM OR ACTIVITY IN ORDER FOR THE CITY TO REASONABLY ACCOMMODATE YOUR REQUEST. ADDITIONAL AGENDA ITEMS MAY BE ADDED SUBSEQUENT TO THE PUBLICATION OF THE AGENDA ON THE CITY'S WEB Planning and Development Board Meeting Page 2 Agenda August 23, 2011 SITE. INFORMATION REGARDING ITEMS ADDED TO THE AGENDA AFTER IT IS PUBLISHED ON THE CITY'S WEB SITE CAN BE OBTAINED FROM THE OFFICE OF THE CITY CLERK. DEPARTMENT OF DEVELOPMENT @I TO: Chair and Members Historic Resources Preservation Board FROM: Michael Rumpf Development Director DATE: October 2, 2018 RE: Historic Resources Preservation Board Regular meeting of October 8, 2018 Staff Report This report represents the combined back-up for the subject agenda. Item 5.A. Boynton High School (125 E. Ocean Ave.) There has not been significant physical work completed on the project since the last tour and update except for continued work to repair heads on the remaining window frames to accommodate the window replacements. However, more importantly, the contract for Phase 2 of the project has now been executed, the building permit application for interior build-out is under review by City staff, and footings have been dug and steel installed in preparation for pouring foundations required as part of increasing the support necessary for the first and second floors of the building. These accomplishments commence the final stage of this long-awaited restoration project in the center of the Town Square Master Plan. See attached slide show for photographs taken during a walk-through on Thursday, October 4th Item 5.113. Historic Plaques for Designated Properties A sample product from a local distributor for the Indiana-based Grandview Aluminum Products, Inc. was obtained by staff and viewed and favored by some members of the Board. Preliminary cost estimates have also been obtained for this material, which is based on a certain unit order, and a more specific unit cost estimate will be provided after a design concept is provided to the vendor. The Board has agreed that this aluminum option is preferred over the bronze and plastic alternatives, that the historic plaque would include the date of the structure and "Boynton Beach Historic Site", but is still undecided on a logo design. This vendor's process would include providing a "proof' of the final design for our review prior to completing an order. Item 5.C. Woman's Club of Boynton Beach The renovation of this historic "gem" continues as planned, and the roofing work has commenced. As anticipated, uncovering a portion of the roof would reveal conditions that would warrant further inspection by a structural engineer for termite damage and structural condition. The examination results indicated minimal damage, requiring just the replacement of a one purlin. A "purlin" is a stabilizing support member to a rafter or other roofing boards (see attached roof structural report). The roof replacement is expected to be completed by the end of January, and the remainder of the renovation project (filling some interior wall cracks, flooring repairs, painting, and bathroom repairs), is expected to be completed next summer. The CRA staff plans to apply to the State for a historic preservation special category grant to pay for a portion of the renovation costs. Item 5.D. Boynton Beach Website Update I.T. staff for the City have finished linking the initial historic preservation website to the redesigned site and I have just started reviewing it for completeness. In particular, staff will be reviewing it for thoroughness of and accessibility to the Black History information in connection with commitments of the corresponding grant. Ultimately, city staff plan to insert portions of the historic preservation information directly into the City's new website. Item 5.E. Magnuson House, 211 E. Ocean Avenue Executing a reversionary clause of the sales agreement, ownership has now been transferred back to the CRA. CRA staff are currently considering optional uses for the property with an emphasis on relocation. A feasibility study and cost estimate will be obtained by staff for relocating the structure to the Cottage District site. 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Ail, e 1 i Y t F P r I t September 28, 2018 O'Donnell, NQccorojlf, Mignogno Jockson, Inc.. Ms. Connie Scott Advanced Roofing, Inc. 1950 NW 22"d Street Ft. Lauderdale, FL 33311 RE: Boynton Beach Women's Club SR Boynton Beach, FL Project No.: 901,002 SUBJECT: STRUCTURAL REVIEW Pursuant to you request, we performed a visual structural review of the two-story, 3,400 sq. ft., vaulted ceiling clubhouse of the Boynton Beach Women's Club. This report is intended to present the results of our investigation of the reported downward deflection of the existing wood truss girders/purlins and the twisting/separating of the existing tongue and groove wood decking primarily in the northern bay of the vaulted ceiling. Exploratory openings were provided by others. The original architectural/structural drawings were available for our review. OBSERVATIONS: 1. Distinct deflection (bow) noted in purlins P1-P3 in the west portion of bay A(SBW-1, Exhibit 2). 2. Slight deflection (bow) noted in purlins P4 and P5 in the western portion of bay A and purlins P1-P3 in the east portion of bay A. 3. Deflection(bow) in truss#1 from west exterior wall to ridge and slight deflection (bow)observed from ridge to east exterior wall. 4. Less, but noticeable deflections of the purlins P1-P3 in the west portion of bay B were apparent,with a slight deflection (bow) present in the west section of truss #2 (exterior wall to ridge). 5. Close observation of the purlins in bay A revealed that substantial damage to a portion of purlin P1 at the west portion has occurred. (Exhibits 3 & 4) 6. Some slight surface damage was observed at the north bearing end of purlin P2 (west section of bay A). (Exhibit 5) 7. Removal of decorative stained "pecky Cyprus" panels from large portions of truss#1 allowing close visual observation of truss construction, structural members„ and column connections revealed the following: A. The wood truss structural member/connections were consistent with the original 1925 Addison Mizner architectural documents. B. The wood trusses top chord, bottom chord, and web members of Dade county pine were observed to be in satisfactory condition, with no visual evidence of damage or deterioration. (Exhibits 6-11) 1655 Palm Beach Lakes Blvd., Suite 204, West Palm Beach, FL 33401 I Tel: 561.835.9994 1 www.onmi.net Florida West Palm Beach Pennsylvania Philadelphia, Lehigh Valley Boynton Beach Women's Club SR September 28. 2O18 Page 2oJ2 C. The bolted steel bucket connector to the steel columns is in satisfactory condition (Exhibits 7-11) Q. All stitch bolts at top chord/bottom chord and web members are in satisfactory condition and consistent with the original Addison K8izner drawings. 8. Observation ofthe existing tongue and groove 2" by8"wood roof decking indicated areas oftwisting, partial joint separation, and unevenness(e.g. lifting)in areas mfthe western portions Ofbays Aand B. (Exhibits 13 & 14\ The roof wood framing system was found in satisfactory condition, albeit exhibiting some deflection primarily in the northwestern portion 0fthe roof framing. This deflection has been present for 8long time according toG number of reported observations over a few decades and appears to have subsided. Investigation ofthe structural wood trusseo, purlins, and roof decking revealed no observed damage, deteriorad0n, distress or substantial loss of structural integrity. The roof purlins were observed to be in satisfactory condition, with no apparent damages, deterioration or distress with the exception 0f@ damaged westerly pur|in (P1)which requires replacement. We recommend a 4" by 13° No. 1 dense southern pine as a replacement. Re-use the existing steel bolted hanger connections at both ends. The existing 2" by 8" tongue and groove roof decking is in overall satisfactory condition with some localized areas ofslight warping/twisting observed. We recommend the weight of the new, proposed terra-cotta barrel tile roof cladding system not exceed the imposed load ofthe previous roof cladding system. GENERAL NOTES: We were commissioned by Advanced Roofing, Inc. to make a preliminary review of the roof framing of the building and report our findings. This report is based on clearly visible, open, and unobstructed areas of the premises on the date ofour visit. No opinion is rendered with regard to the structural elements which were concealed, Our report attempts to establish areas and extent of deficiency and amount of repair necessary. This limited inspection does not guarantee the structural integrity Dfthe premises under its current use 0rany proposed alterations. We trust tou will find the information contained herein helpful. Should you have aOyquestions, donot hesitate to c I our office, (]'DO NACCARATO, &8|GNOGNA& JACK8{}N. INC. Jose h F. K4|ncuzz|, P.E. John W. Dawson Vice resident Project Engineer STEOFFLORIDA Registered Professional Engineer No.: 38162 Registered Professional Special Inspector No,:0952 Enclosures: Photo Exhibits and Index Sketch SKSBVV-1 J=w/nw 1655 Palm Beach Lakes o|vd.. Suite zO4.West Palm Beach, FL 33401 U Tel: s6/.835989* U ,mmunnnmLus Florida West Palm Beach Peunav|vxniarbi|ade|phia. Lehigh Valley PROJECT: BOYNTON BEACH WOMEN'S CENTER JOB NO: 901.002 PHOTO NO: DESCRIPTION, 1 1st north truss/purlins/roof deck at ridge covered in "pecky cyprus" 2 1st north truss-noted bowed/damaged purlin-3-2x10 at bottom chord of truss-end tie rod block 3 1st purlin, north end-note bucket connection-damages to 1st purlin 4 Damage at top of 1st purlin 5 Connection of 2nd purlin to wall at north end (stage) 6 1st north truss bottom chord (pecky cyprus)blocking at east wall-note plate from column 7 East bearing end-1st north truss-note bucket connector 8 Truss top/bottom chord at exterior wall 9 Truss bottom chord at column-note connection plate to column 10 Bottom chord at bearing end-note plate from column 11 Bolt connection plate at truss 12 two layers of 30#ASP felt w/tin-tab fasteners 13 Tongue and groove 2 x 8 roof decking opened 14 Tongue and groove 2 x 8 roof decking opened-note tongue and groove �i strr+�Ntsts � y i�" s y "A .. S` i � s Exhibit 1 to i t 4 f at It�a- t� Exhibit 2 -- - 2=:�».« y2 �« ?« Exhibit 3 . Exhibit 4 . .. . s �<fiisx� rt of ,- F � s Exhibit 5 s1'1 tl 1`x,1 f I4 7 Exhibit 6 rtt { r ry 1 t 4h Exhibit 7 ti r r i 111{ Exhibit 8 t, z VIM Exhibit k fiS= e ri+n, v Exhibit 9 4 y; t `,#1 st ,Y ovol r IQX"i. AN 07" Exhibit 10 k r , N A i M� Exhibit 11 iiisl lg}l�itSSj���iiJ}�( rt" ��, ffr' 4r ty`_ Exhibit 12 =.4 �y lil( i II4 i � 1 t1Wy�� l 4 � 4, i` 111 ;foH` Exhibit 13 c 4, 4 4 � 4 3 i p Exhibit 14 - 3 m4rallo Y{ (1cw cr+e9,'-Tuua+�..J vj �• EYIGa'4. 1, RAawrr<C. ��`�� �,dl�fiµ( '�EN'Yi�4EM^ �4o-A+Hr� d YaWi.�H3H'G L Ftr YiENGr 5YI'ST •n ar!n oNT. R 1'W'Ga.1NiE{LWLAf+ y 1 A'�'.`_ _...<.—I y��*G• tl6GF �_ l _ tN'JBGY { EEEEEE I ��J(!{naa y�drlRY•� "'.'.._�::...�..�_. y 1.ae<tcAzs��`� rife e(r•o ,I \ YEn Ye F�9Hrnf< ( 1 �ttFi'{r.<'�r P`' *� _ WP 1^,ANG•LHl 1� _ � �� bFlGe"f CaaYf. 1'r R Ya � SII. .3•INYN..a-. ',� �a,rTwe vH'I T'--"� J i., ct: (<w•Pro-rsa.+ry �.�eFccoc lat+ce�N v.}HescrHr� {. 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