Agenda 01-14-19 CITY OF BOYNTON BEACH
HISTORIC RESOURCES PRESERVATION BOARD
REGULAR MEETING AGENDA
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DATE: Monday, January 14, 2019 TIME: 6:30 P.M.
PLACE: Intracoastal Park Clubhouse, 2240 N. Federal Highway
1. Pledge of Allegiance
2. Agenda Approval
3. Approval of Minutes —forthcoming separate from board packet
4. Communications and Announcements (see accompanying combined staff report for back-up)
5. Old Business:
A. Magnuson House, 211 E. Ocean Avenue — Update on current status of property as the CRA
has taken back ownership and considers relocation option (see accompanying combined staff
report for update).
B. Boynton High School (125 E. Ocean Ave.) — Update on the rehabilitation and adaptive reuse of
the City's historic high school (see accompanying combined staff report for update).
C. Historic plaques for designated properties — Status of establishing a marker program including
conceptual layout, and estimated design and unit cost (see accompanying combined staff report
for update).
D. Woman's Club of Boynton Beach — Update on the reroofing and renovation of the City's
nationally-registered, 1926 Woman's Club.
6. New Business:
None
7. Other
8. Comments by members
9. Public comments
10. Announce date of next meeting — March 11, 2019
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
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: January 11, 2019
RE: Historic Resources Preservation Board
Regular meeting of January 14, 2019
Staff Report
This report represents the combined back-up for the above-referenced agenda.
Item 4. Communications and Announcements
Staff announces the completion of the State's 5-year evaluation of the City's Certified Local
Government (CLG) status for its historic preservation program. To maintain our CLG status,
state-specified reporting requirements are followed annually which underwent a formal 5-
year review by the State. As indicated by the correspondence attached hereto, the City is in
good standing, and therefore continues to be recognized as a CLG and eligible for
associated benefits such as those involving grant funding opportunities. The participation
and commitment by this Board is a primary reason for this successful review. Kudos to you
all! See accompanying exhibits for the evaluation form and correspondence from the State's
Historic Preservation Office.
Item 5.A. Magnuson House, 211 E. Ocean Avenue
The CRA's Executive Director delivered an update to the CRA Board on Tuesday, January
8t" and included a summary of the recommendations provided by the HRPB as well as the
estimate for relocating the historic house to the planned site of the "Cottage District" project.
The cost estimate from Modern House & Building Movers, Inc. totaled $78,000, and is
attached in the corresponding exhibits to this report. See accompanying exhibits for the
CRA agenda item on this matter.
Item 5.113. Boynton High School (125 E. Ocean Ave.)
The permit review that was described in the last staff report to the Board, for Phase 2 of the
renovation project, has been completed and the permit has been issued by City staff. Phase
2 represents the remaining work for the project that consists of the interior build-out work.
While window and door installations had a dramatic impact on the visual transformation of
this long-neglected historic building, the building will soon be painted as well!
Staff should also report that the project was reviewed for the conversion of one window-to-
door on each of the east and west sides of the building. This modification mirrors the
conversions on the same facades that where included in the initial COA review approved by
the Board in 2017. This minor review was processed administratively in accordance with the
City's Historic Preservation Ordinance.
Another tour by the Board members is scheduled for Thursday, January 17tH
Item 5.C. Historic Plaques for Designated Properties
Recall that staff was directed to coordinate with the company that manufactures an
aluminum plaque option, to determine the feasibility and cost of a design that includes the
crest from the facade of the historic Boynton High School, and a generic layout that allows
the addition of the date of the historic building at the option of the property owner. The
design excluding the unique property date is intended to allow for group orders at a
discounted price. Also recall that the sales representative estimated that 12 units may earn
a discounted cost; however, the magnitude of discount could not be estimated until a design
is conceptualized and the base price determined.
The manufacturer is prepared to create a design with the desired crest element, and has
provided a cost figure of$172.88. This figure includes the initial design fee of $130 and the
per unit cost of $42.88. It is important to know that the 3-dimensional characteristics of the
crest would not be replicated in this company's design process. They explained that the
image would turn out more flat and 2-dimensional. Staff seeks direction from the Board prior
to locating available funds that support this next phase of the project.
Item 5.11). Woman's Club of Boynton Beach
A timely update on this project by CRA staff to the CRA Board occurred on January 8t", and
information presented to the CRA Board is included herein. The accompanying exhibits
include the CRA agenda report, change orders to the project as requested and processed
by staff, and photographs documenting the project to date. The project is progressing and is
scheduled to be completed by March.
Attachments
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FLORIDA DEPARTMENT Ot STATE
ATE
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RON DESANTIS MICHAEL ERTEL
Governor Secretary of State
January 10,2019
The Honorable Steven B. Grant,Mayor
City of Boynton Beach
100 East Boynton Beach Boulevard
Boynton Beach,Florida 33435
Re: Boynton Beach Certified Local Government Evaluation
Dear Mayor Grant,
Your Certified Local Government program was recently evaluated by the Florida Division of Historical
Resources. Each state is required to perform periodic evaluations of its Certified Local Governments,per
the requirements of the Federal Historic Preservation Fund Grants Manual, Chapter 9- Certified Local
Governments. Our review was based on the information contained in annual reports and meeting minutes
submitted by your local government during the period October 1, 2014 through September 30,2018.
Based on our evaluation(enclosed)your Certified Local Government is in good standing and currently
meeting the requirements of the Florida Certified Local Government guidelines.Your historic
preservation board and local government staff are to be commended for their continued efforts to preserve
Florida's historic resources and for their active participation in the Certified Local Government program.
Please feel free to contact me at 850-245-6365 or megan.mcdonald@dos.myflorida.com if you have any
questions.
Sincerely,
Y� . PVCⅈj
Megan McDonald
Certified Local Government Coordinator
cc: Mr.Ed Breese
Boynton Beach Historic Resources Preservation Board
Enclosures
Division of Historical Resources
R.A. Gray Building • 500 South Bronough Street- Tallahassee, Florida 32399
850.245.6300 • 850.245.6436 (Fax) • FLHeritage.com
Certified Local Government Evaluation: October 7, 2014 thru September 30, 2018
Boynton Beach, Florida
January 10, 2019
CLG Reporting Records
Each year, Florida CI-Gs are required to submit an annual report to the SHPO. Our records indicate that
we received Annual Reports from your CLG for the following years:
Annual Reports Received: 2015 2016 2017 2018
Per the Florida CLG guidelines, each CLG is required to submit meeting minutes and agendas for each
meeting of the historic preservation commission/board.
Meeting Minutes and Agendas Received:
2015: none (you do not need to submit these retroactively)
2016: none (you do not need to submit these retroactively)
2017: 1/9, 3/10, 4/10, 5/8, 7/10, 11/13
2018: 2/12,4/9, 6/11, 8/13, 10/8
Minimum of four Historic Preservation Board meetings held each year? Yes No
Last Documented Historic Preservation Board/Commission Training: July 2013
Most recent inventory materials submitted to the Florida Master Site File: 2016
Recent DHR Grant Awards: Boynton School Repairs and Exterior Painting
Ordinance revisions received during evaluation period: none
Comments and General Recommendations
Excellent reporting record,thank you! Glad to see your community has taken advantage of the state
grant program.
It appears that it has been some time since members of your historic preservation board have received
training. Please encourage your board members to attend one of our regional training sessions this
spring.
Deficiencies/Action Items
X No deficiencies for this CLG were found by this review
This CLG was found deficient in the following areas which need to be corrected by the time noted
below:
1/8/2019 Coversheet
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MEETINGACH iBETON'CRA
CRA BOARD : January 8, 2019
OLD BUSINESS
AGENDA ITEM: 13.E.
SUBJECT.
211 E.Ocean Avenue Project Update
SUMMARY:
Activities: November 14-December 18,2018
As directed by the CRA Board at their November 13, 2018 meeting,the Agency's Executive Director attended the November 29,2018
Historic Preservation Board (HPB)meeting to present a brief history, current disposition of the property, and the various options for its
future redevelopment to be considered by the CRA.
The HPB provided the following preferred options for the future of the property:
1. Leave the structure on the property and redevelop it into a lower impact and less costly commercial use: retail, office, gallery,
community office.
2. Relocate and redevelop the structure for a new use: residential or commercial/retail.
3. Demolition of the structure.
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At their September 11, 2018 meeting, the CRA Board directed staff to begin investigation into the current physical condition of the building and to
research the costs associated with the relocation of the structure. Staff has obtained a preliminary cost for the building relocation to the Cottage
District from Modern Movers on October 28, 2018(see Attachment 1). The total estimated relocation cost only is estimated to be$125,000. This
includes moving,permitting, utility lines removal/reinstall,traffic control devices,and law enforcement escort costs
Staff has completed a Phase I Environmental Assessment Report and survey of the 211 E.Ocean and adjacent parcels.The results of the Phase
I Environmental Assessment indicated no evidence of recognized environmental conditions in connection with the property.
FISCAL IMPACT.
To be determined.
CRA PLAN/PROJECT/PROGRAM:
2016 Boynton Beach Community Redevelopment Plan
CRA BOARD OPTIONS:
To be determined based on Board's discussion.
ATTACHMENTS:
Description
D AttachMent I--Relocation Costs
hftps:flboyntonbeach.novusagenda.com/agendapublic/CoverSheet.aspx?ltemID=5161 WeetingID=168 1/1
}
October 2 ,2018
`P'huy Shutt
Assistant Director
Boynton Beach Community Redevelopment Agency
710 N. Federal Highway
Boynton Beach, FL 33435
RE.Relocation of 211 E.Ocean Avenue
[dear Ms.Shutt,
Please accept this letter as proposal for the above referenced relocation.
Upon my site visit of this date,our proposal is as follows;
Modern House&Building Movers,Inc,,shall remove and dispose Of the on slab addition on the
rear of the two story structure. We shall then load the structure and relocate to GRA property
located on the NE corner of 5eacrest Boulevard and NE 4th Avenue.We shall then construct a
new foundation and place structure on the new foundation.
Our bid for this scope of work is$75,000.00.
This bid is for this scope of work only.other costs and fees you may incur include, but are not
limited to, costs for the adjustment or removal of utility lines,traffic control devices and law
enforcement escorts.
Should you have any questions or need additional information, please contact me as listed
below.
Thank you for the opportunity to be of service and your considerate attention.
Sincelrw, ..�„'' ..
Pat Burdette,as Pres;rent for
Modern Howse'& wilding Movers,Inc.
1236 Gallant Fox Way*Chuluote,Florida 32766.(407)721.9788 Fax(447)281.9995•www.modarnmovers.aom•Email:infaftoderomovers.00m
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1/8/2019 Coversheet
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mimiBEACKCRA
CRA BOARD MEETING : January 8,2019
INFORMATION L
ITEM:AGENDA 8.A.
SUBJECT."
The Historic Woman's Club of Boynton Beach Roof Replacement Project Update
SUMMARY.
Advanced Roofing, Inc. was approved by the CRA to replace the roof at the Historic Woman's Club of Boynton Beach, located at
1010 S. Federal Highway. The total contract amount for the new roof including owner contingency is$320,000.
Construction on the roof commenced after building permit issuance on August 13, 2018. As anticipated, the storm events in
September and the internal structural damage to the beams delayed the project 70 days. The total in additional costs thus far in the
project total$18,353.98 and funding will be taken from the contract's contingency line item (see Attachments I and II).
The structural repairs required on the interior beams have been completed and the exterior roof work resumed in late November with
the installation of the new barrel tiles beginning on December 10, 2018. The contractor has indicated that"Substantial Completion"for the
project will be on or before January 25,2019 and Final Completion will be on or before February 24,2019(see Attachment III).
There will be additional costs for incidental items including but not limited to the replacement of the second floor exterior balcony railings, rain
gutters,etc.The project's remaining contingency amount($12,528.02)may be used for these items.
Project progress photos are included under Attachment IV.
ATTACHMENTS:
Description
D AttaghmanLL- agg--Orders#1
® Attachment 11-Changg Order
® Attachment 111 -Change-Order
® Attachment I -Construction Progress Photos
https://boyntonbeach.novusagenda.com/agendapublictCoverSheet.aspx?ItemID=5162&MeetinglD=168 1/1
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CHANGE ORDER
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Contractor:
Field:E A61 ICRA a.
Other.-
I' C7JT. GF,Oiff ll
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Name:Historic 13�om arr's°Club of l oynion Beach 1
ddr°ess:/010 S.Federal Ifigkway DATE: September 20,2018
a7rr}=ra on Beach,FL 33435
CONTRACTOR: A ,CIT T-S PROJECT NO:NIA
Name.,Advanced Roofing,Inc. AGREEMENT DATE„June 25,2018
Addr°ess:1950 3 18v Street
0&471 Code:Fort Laauder d le,FL 33311 IN13TI E TO PROCEED:July 18,2015
AGREEMENT E RoofReplacement
T'lt t is c �vss
! R h ra �ca Saz tial . _.
UNIT5IPTIVCMf I COSTPa
TOTAL
_
r� Ph Adjust int t s-®
orpl tion
Bate dace to delays
in permit issuance,structural damage analysis and �
j repairs,rain delays(Tropical Storm Gordon),and t
future holidays(see attacia d stippqqiyqeRq!e1y�)
_TOTAL 01
ORIGINAL AO ENT AMOUNT
AGREEMENT AMOUNT CHANGE DUE TO THIS CHANGE ORDER
NEW AGREEMENT TOTAL INCLUDING THIS CHANGE ORD
ER
SUBSTANTIAL ST'AIN`GIAL COM L, TIN DATEi X0,000
CONTRACT TIME CHANGE** 9/17/1
REVISED SUBSTANTIAL COMPLETION DAT - DAYS 7
Ite2il!
NOTE:This summary does not reflect changes in the Contract Suva or Guaranteed maximum p,c
authorizedch have _
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-FR—OJ—ECT MAA06 .,5:°-3 `I A T`OR....... �a
IJ`l SHU17 ADVANCED ROOFING,I6NC
Address Address BOYNTON BEACH CRA
740 M Federal Highway1950 TNS "d So Add °s
7l0
Boynton each Fort Lauderdale„FL. 33311 N.F eP�I Fitch y
AT : t7A7'
EXPERIENCE MATTERS.
ILWL-
A,E,-WAt
ESTABLISHED 1983
C:C-CO24413
October 8,2018
Ms.Thuy Shutt,AIA,FRA-RA
Assistant Director
Boynton Beach Community Redevelopment Agency
710 North Federal Highway
Boynton Beach,Florida 33435
Re: Roof Replacement-Women's Club of Boynton Beach
1010 South Federal Highway,Boynton Beach,Florida 33431
Dear Ms. Shutt:
This letter will serve as backup information on our request to change the Substantial Completion
Date due to permit issuance, structural damage analysis and repairs,rain delays and past and
future holidays.
Permit Issuance Notice to Proceed was issued on July 18,2018.
27 Days
Permit was issued on August 13,2018. 23 Days
Structural Analysis ARI removal of wood to expose areas for structural analysis.
Structural anal sis b encyineer and r aratian of re ort_ 10 Days
Structural Repairs ARI replacement of 4"x 10"beam to engineering specifications and y
reinstallation of I x l2 neckv cvprens and trim, 6 Days
Rail Delays Rain Delays on:
8/22,9/1,9/2,9/3,9(4,9/5 4 Da s
Holida's Labor Day 77ianksgiving,City Holiday Parade Christmas 70 Da s
Please let me know if you require any additional information.
Sincerely,
&X-4,4t <,��
Connie J. Scott
Project Manager
)i 636.6369 TEL 954.522.6668 FAX 954.566.2967
1950 NW 22nd Street�Fort Lauderdale) Florida 33311
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Flanda's Leading Roof Cons k-8 Source G
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Advanced Roofing, Inc. July 27, 2018
1950 N W 22"d Street RE#18-153
Fort Lauderdale,Florida 33311
Re: Women's Club of Boynton Beach
1010 South Federal Highway
Boynton Beach,FL 33431
This correspondence is in reference to a visual roof inspection performed at the Women's Club of Boynton
Beach located on 1010 South Federal Highway in Boynton Beach, Florida. Upon request, the inspection was
focused on the underdeck of the roof to determine if the wood framing had sustained damage.
The roof framing consists of a series of boxed in rafters spaced 13.42 feet apart, followed upward by wood
purl° spaced at 6.0 foot intervals, and topped with a 2 x 10 wood plank deck system. Note that the large
rafters have been boxed in with finished 2 x 10 planking to conceal the electrical connections.
The visual inspection of the underdeck noted widespread channeling throughout the purlins and into the deck
planking. The actual rafters are boxed in and could not be viewed, but the finished wood on the exterior of
those rafters also showed signs of deterioration.Bowing was also noted between the rafters on the NW and S
sections of the roof.This condition may require additional purlins to be added between the existing ones.
Although ere may be numerous causes for this condition; the channeling in the wood may indicate termite
damage. To verify this, the rafters must be exposed and, if tennites are confirmed, the extent of the damage
can be determined by simple probing into the wood members to check the consistency of the wood and depth
of the damage.
Based upon examination results,repairs c .' e done using sleepers(commonly called"scabs")to augment the
damaged framing. A detail for this work can be provided if the damage is not too severe.
Dubon's oof Consulting will continue to provide consulting services upon request. If further assistance is
required, or questions arise concerning s letter,please do not hesitate to contact this office.
Respectfully Submitted, Digitally signed by
Donald J.Flood
Om r=US,st=Florida,
1=Pembroke Pines,
Donald J. Flood,P.E. email=don@re-
csl.net,cn=Donald I
Florida Registration#144847 o Flood
Date:2018.07.7.6
Attachments:Selected Photographs
22-.48:27-04'00'
cc.file
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uon's Roof Consulting,LLC
4875 Park Ridge Blvd.,#1.08,Boynton Beach,FL 33426
Tel:(561)734-3818
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Fort Lauderdale, Florida 33311
e® Women's Club of BoyntonBeach
10 10 South FederalHighway
Boynton Beach, FL 33431
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'Pel:(561)
FL Cert.of Auth.fl3=7
Florida s Leading Roof Consulting Source
Advanced Roofing,Inc. July 27,2018
1950 NW 22r'd Street
Fort Lauderdale,Florida 33311
Re: Women's Club of Boynton Beach
1010 South Federal Highway
Boynton Beach,FL 33431
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Duhon's Roof Consulting,LLC
4875 Park Ridge Blvd.,#108,Boynton Beach,FL 33426
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Advanced Roofing, Inc. July 27,2018
1950 22'Street
Fort auder ale,Florida 33311
Re: Women's Club of Boynton Beach
10 10 SouthFederal Highway
Boynton each,FL 33431
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wen's Roof Consulting,LLC
4875 Park Fidge Blvd.,#108,Boynton Base's,FL 33426
Tel;(561)734.3818 �;�z < <<e�,t�•F tr �,y.,,
September 28, 2018 O'Donnell, Nomrato,Ngnogna Jackson,Inc.
Ms. Connie Sopd
Advanced Roofing, Inc.
1050NVV2Z''~ Street
Ft. Lauderdale, FL 83311
RE: Boynton Beach Women's Club SR
Boynton Beach, FL
Project No.: 901.002
SUBJECT: STRUCTURAL REVIEW
Pursuant to you reqummt, we performed a visual abmctuny| nyv|aw of the two-story, 3.400 sq. ft., vaulted ceiling
clubhouse ofthe Boynton Beach Women's Club. This report iointended topresent the results ofour investigation
of the reported downward deflection of the existing wood truss girders/purlins and the twiebnQ/oaparating 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.
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 ofbay/\.
3. Deflection(bovv)intruss#1 from west exterior wall to ridge and slight deflection(bow)observed from ridge
0oeast 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 ofthe purlins inbay Arevealed that substantial damage hoaportion ofpur|inP1mtthe
west portion has occurred. (Exhibits 3 & 4)
G. 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 nnarnbaricmnneo1|ona were consistent with the original 1025 Addison
K4iznerarchitectural 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)
1assPalm Beach Lakes alvd,Suite 2Of.West Palm Beach, FLB4Ol U Tel: 5hl.8]5.999*N amW.000�c�t �
Florida West Palm Beach Pennsylvania Philadelphia, Lehigh Valley
�
Boynton Beach Women's Club SR
September 28,2018
Page 2 of 2
C. The bolted steel bucket connector to the steel columns is in satisfactory condition (Exhibits 7-11)
D. All stitch bolts at to chord/bottom chord and web members are in satisfactory condition and
consistent with the original Addison Minner drawings.
8. Observation of the existing tongue and groove 2"by 8"wood roof decking indicated areas of twisting,partial
joint separation,and unevenness(e.g. lifting)in areas of the western portions of bays A and B.(Exhibits 13
& 14)
CONCLUSION:
The roof wood framing system was found in satisfactory condition, albeit exhibiting some deflection primarily in
the northwestern portion of the roof framing. This deflection has been present for a long time according to a
number of reported observations over a few decades and appears to have subsided. Investigation of the
structural wood trusses, purlins, and roof decking revealed no observed damage, deterioration, 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 of a damaged westerly purlin (Pl)which requires replacement. We recommend a
4" by 12" 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 of slight warping/twisting observed.
We recommend the weight of the new, proposed terra-cotta barrel the roof cladding system not exceed the
imposed load of the 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 of our 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 of the premises under its current use or any
proposed alterations.
We trust t ou will find the information contained herein helpful. Should you have any questions, do not
I
hesitate t c our office.
0
c
® NACCARATO, MIGNOGNA&JACKSON, INC.
Jose h F. ince i, P.E. John W. Dawson
Vice resident Project Engineer
ST E OF FLORIDA
Registered Professional Engineer No.: 38162
Registered Professional Special Inspector No.:0952
Enclosures: Photo Exhibits and Index
Sketch SK SSW-1
JFM/cw
1655 Palm Beach Lakes Blvd.,Suite 204,West Palm Beach, FL 33401 1 Tel: 561.835.999 41 Ly
_qrpj,
Florida West Palm Beach Pennsylvania Philadelphia, Lehigh Valley
PROJECT: '5 CENTER J : 901.002
PHOTO NO DESCRIPTION
1 1st north truss/purlins/roof deck at ridge covered in"pesky 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
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CHANGE ORDER Owner X
Proi.m9r: X
'BOYINTON, 'A, Contnector X
Field.
=BEACHiCRA oth=
PROJECT:
Martte:Historic lye)suan's Club qfBq)c7toi1 Beach CHANGE ORDER NUMBER, 2
Address:1010S, F�erleralHighwqy DATE.October d21,2018
Bqwyfon each,FL 33435
CONTRACTOR- ARCHITECT'S PROJECT NO., NIA
Name:Advanced Roofing,Inc. ACI REEMENT'DATE.,Jwac 5,21
Addl'ess'°1950 NW 22",Ttreet
CidlZ1,P Coa fe:Fort Lauderdale,FL 33311 N0110E TO PROCEED,July 18,2018
T�e Agreement is changq iL0119!!q. AGREEMENT FOR.Roof Replacement
AGREEMENT 1
ITEM I
DESCRIPTION
COST TOTAL
Pluagraph 5) Adjust Agreement Items:
Change Order for Structural Review and Repairs:
20 Add],Enginmring Review and Report
2,50000
Xif�wan, ge-ni,'y--,A-d-d--1"."-E,n-gi n ce ri n g L i n e I I em: 660
Allowance/Confingency Rellia ning After CO#2: Soo
Structural Dtisnage Repairs
1)Labor for Removal 01'Mcking and Pecky Cypress 1br
2l structural sans three(see attached) 4,940,00
2)Material for Structural Repairs(,see attached)
3)Labor for Structural Repairs(see attached) 113.98
101800.00
01rd"SMY Lille Itegn:$28,182
Aflowanw/C,untingency Renwining After Co#2,
$'11,321,02 TOTAL tm98
ORIGINAL AGREEMENT AMOUNT
AGREEMENT AMOUNTCHAAGE DUE TO THIS CHANGE ORDER
NEW AGREEMENT TOTAL INCLUDING THIS CHANGE ORDER
$320,000.00
SUBSTANTIAL COMPLETION DATE
CONTRACTTIME CHANGE* NIA
0
REVISED SUBSTANTIAL COMPLETION DATE DAYS
N/A
Non,.This sulmnacy does not raflect Changes in the Contfact Sum or Guaranteed maximum price which have been
authorized by CRA,
-FRCbl E�M�4ANZ�FR
CONTRACTOR
THUY SHUTT ADVANCEDROOFING,INC.
Address BO)tN70N BEACH CRA
Address Address
710 N,FedcM ffigb way 1950 NW 2201 Strect 7 10 .NFederal Highway
Boynton Beach Fort Lauderdale,Fl. 333-I I Soctiton Beach
:>'4Z -i:�KL( By j..........
..........
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............
DATE: DATE: 10/21118 DATE:
`
O'Danneli, 01101010,Mignagau€ .Z° Jackson
9128/2018 TERMSINVOICE DUE UPON RECEIP 1
Advanced Roofing, Inc.
tim AcCOUnts Payable
1950 22nd Streell No. 47822
Ft Lauderdale, =L 33311 Client No,
Description: Boynton Beach omen's Club SR
File No,901., 2
For Services Rendered"l-hrough 9120/2018
Professional Services
Flues Contract %Work Previously This Invoice
Amount To Date Billed Amount
Structural Review 2,50 0 �� $2,500.00
Total Professional Services _.$2,500 Y �..$.00 $2,500.00
Invoice Amount _ .$2,500.00
165;5 Palm Bead-,Lakes Blvd,Suite 204,West Palm Beach,11 33401 l lei 551 835,9994 1 1`µm 5£at.835.82 55 1 wwvi ornnj r et
ootids West Palm Beach I Pennsylvania ylvani Philadelphia, Lehigh Valla'
I MOM NEE=
W ism ao IN
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September 25, 20113 O'Donnell, Houaralo,MignognaJackson,Inc,
®Connie Scott
Advanced Roofing, Inc.
1950 NW 22""Street
Ft. Lauderdale, FL 33311
Boynton each Women's Club SR
Boynton Beach, FIL
Project o.: 901.002
REVIEWSUBJECT: STRUCTURAL
Pursuant o you request, we performed a visual structural review of the two-story, 3,400 sq, ft., vaulted ceiling
clubhouse of the Boynton BeachWomen's Club. This report is intended to present the results of our investigation
oft 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- 3 in the west portion of bay A( -1, Exhibit 2).
2. Slight deflection (bow)noted in purlins P4 and P5 in the western portion of bayand purlins P1-P3 in the
east portion of bay A.
3. Deflection(bow)in truss#1 from est exterior wall to ridge and slight deflection(bow)observed from ridge
o east exterior wall.
. Less, but noticeable.deflections of the purlins PI- 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).
. Close observation of the purlins in bay A revealed that substantial damage to a portion of purlin P1 at the
est portion has occurred. (Exhibits 3 &4)
. Some slight surface damage was observed at the north bearing end of purlin P2 (west section of bay ).
(Exhibit 5)
Removal of decorative stained cy 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
izner 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 -11)
1655 Palm Beach Lakes Blvd.,Suite 204,west Palm Beach, FL 33401 1 Tal 561.635,9994
Florida west Palm Beach Pennsylvania Philadelphia,Lehigh Valley
i
Boynton Beach Women's Club SR
September 28,2018
Page 2 of 2
C. The bolted steel bucket connector to the steel columns is in satisfactory condition (Exhibits 7-11)
D. All stitch bolts at top chord/bottom chord and web members are in satisfactory condition and
consistent with the original Addison Mizner drawings.
8. Observation of the existing tongue and groove 2"by 8"wood roof decking indicated areas of twisting,partial
joint separation,and unevenness(e.g. lifting)in areas of the western portions of bays A and B.(Exhibits 13
& 14)
CONCLUSION:
The roof wood framing system was found in satisfactory condition, albeit exhibiting some deflection primarily in
the northwestern portion of the roof framing. This deflection has been present for a long time according to a
number of reported observations over a few decades and appears to have subsided. Investigation of the
structural wood trusses, purlins, and roof decking revealed no observed damage, deterioration, 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 of a damaged westerly purlin (P1)which requires replacement. We recommend a
4" by 12" 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 of slight warping/twisting observed.
We recommend the weight of the new, proposed terra-cotta barrel tile roof cladding system not exceed the
imposed load of the previous roof cladding system.
GENERAL_N_OTES.-
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 of our 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 of the premises under its current use or any
proposed alterations.
W � u Wal find the information contained herein helpful. Should you have any questions, do not
h t a cur fffC6,
� Ax
,� az
Dr)N NA NTO, MIGNOGNA&JACKSON, INC.
ffgt
Jose F.Mine i ` E, John W. Dawson
vice Project Engineer
ST E� , F AIDA
Re 'stered Professional Engineer No.: 38162
Registered Professional Special Inspector No.:0952
Enclosures: Photo Exhibits and Index
Sketch SK SBW-1
JFM/cw
1655 Palm Beach Lakes Blvd.,Suite 204,West Palm Beach,FL 33401 I Tel: 561.835.99941 wrww,an,rolflet
Florida West Palm Beach Pennsylvania Philadelphia,Lehigh Valley
PROJECT: BOYNTON BEACH WOMEN'S CENTER JOB NO- 901.002
PHOTO NO: DESCRIPTION
I 1st north truss/purlins/roof deck at ridge covered in"peaky cyprus.
2 1st north truss-noted bowed/darnaged purfin-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 o€1st purlin
5 Connection of grad 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/bottonj chord at exterior wall
9 Truss bottom chord at column-note connection plate to column
10 Bottom chord at bearing end-note plate frorn coWrno
11 Bolt cm,inection plate at truss
12 two layers of 30#ASP felt w/tin-tab fasteners
13 Tongue and groove 2 x 8 roof decking opened
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O'Donnell, Noccarafo,Ngnogna Jackson, Inc.
November 20, 2018
Ms. Connie Scott
Advanced Roofing, Inc.
1950 NW 22nd Street
Ft. Lauderdale, FL 33311
RE: Boynton Beach Women's Club SR
Boynton Beach, FL
Project No.: 901.002
Permit No.: 18-00003160
SUBJECT: STRUCTURAL REVIEW REPAIRS
During our site visit on September 21, 2018 we reviewed the refastening (nailing)of the wood roof
decking. The refastening of the wood roof decking(three 8d ring shank nails at each 7112"wide plank)is
in accordance with the requirements of the current Florida Building Code.
The structural repairs to the roof purlins, roof decking, and wood trusses are satisfactory and conform to
the recommended repairs.
We trust that ou will find the information contained herein helpful. Should you have any questions, do not
hesitate to Il ur office.
r
O'DONNACCARATO, MIGNOGNA&JACKSON, INC.
Jos ph.F 1llncua E. John W. Dawson, BSCE
Vic President Senior Engineer.
ST TE OF FLQ.RI' "
R i t rod'Pipfa,sibnal Engineer No.: 38162
Register'ed'Pr'tessional Special Inspector No.,0952
JFM/cw
1655 Palm Beach Lakes Blvd., Suite 204,West Palm Beach, FL 33401 1 Tel: 561.835.9994 1
Florida West Palm Beach Pennsylvania Philadelphia,Lehigh Valley
Ey, ` ark .
i
CC-0O24413 ESTABLISHED 1983
Boynton Beach Community Redevelopment Agency
Women's Club
Labor Hours for Structural Damage Repairs
Total Labor Costs
r Structural Ins tio
Sir ervisor
8/24/18--9/21/18 Site fires with 1
9/24/18--10/5/18 stractural engineer 1ir�, $30/11r, 570
an �_.
11-9/21/18 Labor for 1.9 r� �m
existing word for Hrs. 70/ir. 5;2,660
Str ctu l review
8/24/18-9/291/18 Labor for removal f 19 2 Men _.
existing wood for H rs, 4 /Hr. $1,719
tnrctural review
Labor for tr� tura l ra
5rrr lr 1 �'
�m.. __� tr . 11t1fitr. 46
journeyman 6 3(j 3 Mery
I TS, $7041r. 6,300
jko�fer's llelr :�C9 3 err i
f rs, $4,050
Sub-Total-
,80
o .1 .. M.
800 635.6360 `.954,522Z868 F ,,954,566.2067
1950 NW 22nd Street 1 Fort Laudardalej Florida 33311
lei.: (bbl) 13�j-9bUO i-ax-. (',)61) f,36-bi`96
LUMBERJIMBER- PILING
* 1NV01110E *
Sales '-Tnvoice20069448 Invoice Date: 10/10/1,8 08 -, 5-"- AM
Ordered by; Advance Roofing Terms . COD
Order Number: 161,92701. Due Dat--.e; 10/10/iq
P.O. Number: Advance RoofSha j'-) V f 11 11 t-,)
,: PiCKUP
Bill To: 000015 Ship To:
Cash
Anywhere FL 00000
M W
I.
Z'
SHIP BKO PESCRIPTION BRD FT, IINIT PRICE EXTENS DON
4x10x16 #1 S0 cca 53 1.06 . 52 10 6 . 5 2
(For use with AWP A UrAB)
MUST SIGN BEFORE LOAD IS DIIMIRED
Customer agreta as hdlnsvq:(1)that Customer has inspected the delivered Material b',nndagrees that this invoice reflects the correct number of materhRls delivered;(2)alit
customer has chosen the delivery site and shall indemnify and liold Company harmless from any and all dainage caused to Company's delivery viducle or oast incurred by
cojjjptjuy(i.e.rowing chutge)due to the Condition of the delivery SRV;(3)that Company shall War no liability for any daulage to Person Or PrOPerty on the delivery.site.
Statennent of EPA Use Guidelines for CCA
All nuncrial is sold in ac6rdance with AWA SLindards of the 2001 edition. There are new CCA use guidelines put aito effect by the EPA as of January 1,2004 as well
assupplenientai guidance,winch was issued as of December 31,2004.It is didlurchasers" responsibility to use all treated material in accoularwe vVidi There
EPA use guidelines.
ALL SALES FINAL, NO RETURNS Customer Copy Subtotal 106 . 52
$50 .00 Fee wirr—lapply on Returned Checks 6 ,00% Sales Tax 6 .39
Above prices are discc)urted for cash or check 1 .00% Surtax 1.07
Pick edby: Driver:— -,, --,—,Date:----.—
Total Brd/Ft—.1----"-5"-N--'-'T6ta1 Weigat: 187 Total 113 . 98
CHANGE ORDER
owner x.
Proi
B01
�ai5 E„ Oamtr .r.
f Field:
RA
CHANGE ORDER NUri�iRK":7
Name,
3laata�tac°IT�arazan a Club r3 .Boya�taara Beach
Address'
1010 C;Federal raal a�33C=hway DATE,- December bear 13,201
Loyr3,ton.Beaarh,FL 33435
13 C�;HIT C"T' PROJECT (,,,):Nth
CONTRACTOR:
Kar r.•Ad aavre:edRarrTfing—, Inc. t GRd,-Eta^TELT":l lt`1;C1=June 25,2018
0&7q)Code.,Fort Lauderdale,FL 3.3.311 1OTIC a'FO PR C)C EKED:Italy 18,2018
AGREEMENT FOR,-Roof Replacement
"T°Tt rIrartC i rTrie TC ¢
AGREEMENT
t 1 C'`si "t UNIT`
t VNIT t ,Z, ,, COST
t t'C CSC..;
t - .
Paragraph j Adjust Agreement Items
Change of Substantial Completion Date,is due to i.
f
sif6contractor delay for sttareo raaTaaa.-s,l Lequipm t j
and preparation of elve closure inockups for CjtA.
review,atr'a paint/prep vii°aw Clea, sates-installation,
(See attached Ct _ 1 ttatrt3 ezt _
f 1
01
S a.
ORIGINAL LC:rttFr"MtwNT AMt"II1NT _
ttllvrvlN 4MOUNITCTANGT `C~ I3i�I" TtCE
0i
NEW ACDIEEM E 3 t TOTAL T A INCLUDING SDI I t:FlANGE ORDER '_ �t1 C a
SUBSTANTIAL COMPLETION DATE
CO BRACT ` IM CHANGE* DAYSREVI``E C1,1 11T IT AL CCa it�.LFFII:II,I DATE j
1125/19 :
NOTE:This seatztmary,ticaes not reflect changes in t1 e Contract ct I um or.Guaranteed Maximum Price which have been
authorized by CRA,
tt+alCTt7dwrtat Ctt7" ILII Merit �..®
TH Y HU71' ADVANCED ROOFING,INC;. iOYN7DN BEACHC.R.,
Address Address Address
10 N Feneral Ifigh r=a yt 1950 NW 22'va Street fife; F eraal€ 10'ay
Botnston Beach Fon Lauderdale,1"C 33311 t
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EXPERIENCE ATT
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900
CC-0024413 ESTABLISHED 1983
Decembcr 13,2018
Ms.T uy Shutt,AIA,
Assistant Director
Boynton Beach Community Redevelopment.Agency
710 North Federal Highway
Baynton Beach,Florida 33435
Res Roof Replacement- orrtenr s Club of Boynton Beach
1010 South Federal Highway,Boynton Beach,Florida 33431
Dear Ms. Shutt:
'11is letter will s. ,e as backup info tion to explain our request to change the Substantid
Completion lute from 11/26/2018 to 1/25/2019.
'Where were 46 days lost in the schedule due to subcontractor delays in the preparation of the,terve
closure mock-ups and the installation,
We are requesting 14 day-,of additional time needed to install new gutters and downspouts not i
original contract.
"fila?Subcontractor and Stucco Repair(relays
Evaluation of Clay vs.Mud-Set Eave Clos -
Eave Closure Mock-Up of Clay Wave Closure for RBCRA Approval 46 Days
® Notified by Supplier Clay Lave Closure Available in Two Months
Mock-Up p of Mud-Set.Save Closure for 8 CRA Approval
_ Tile InstallatiSIn lay until 12/10/18
New Gutier_s — Prime and Paint a I-Foot.Area of Wall Prior To Gutter Installation
14 Days
And Installation of Gutters
Installation of D6wiE2uts
Total of Additional Hays Requested for Time Extension 16
01}ays
......._ ..
Please lei me know if you require any additional infonnation.
Sincerely,
Connie J.Scott
Project Manager
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1638.6869'';-". ' 954.5206 8 954. 6.2 7
1950 NW 22nd Street FortLauderdale Florida 311
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