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HPB-06-06-01
6/6/U 1 • .< OA 0 AGENDA '4Y HISTORIC PRESERVATION BOARD MEETING CITY OF DELRAY BEACH Meeting Date: June 6, 2001 Type of Meeting: Regular Meeting Location: First Floor Conference Room Time: 6:00 P.M. If a person decides to appeal any decision made by the Historic Preservation Board with respect to any matter considered at this meeting or hearing, such persons will need a record of these proceedings, and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made. Such record includes the testimony and evidence upon which the appeal is to be based. The City does not provide or prepare such record. Pursuant to F.S.286.0105. I. CALL TO ORDER II. APPROVAL OF MINUTES • • May 2, 2001 • May 16, 2001 III. DISCUSSION AND ACTION ITEMS A. Presentation of the NE 4th Street Widening Plans by Assistant City Engineer Barron Caronite. B. Revisit the Board's Policy Regarding the Installation of Hurricane Protection. C. Recommendation to the Planning and Zoning Board Regarding a Rezoning Request from RM (Medium Density Residential) to CF (Community Facilities) for the First Presbyterian Church. D. Recommendation to the Planning and Zoning Board Regarding a Request for a FLUM Amendment from LD (Residential - Low Density 0-5 du/ac) to CF (Community Facilities), and Rezoning from R-1-A (Single Family Residential) to CF (Community Facilities) to Accommodate an Off-street Parking Lot Associated with the Atlantic Grove Redevelopment Project. HPB Agenda June 6, 2001 Meeting Page 2 IV. CERTIFICATES OF APPROPRIATENESS A. COA-444: Ice Lounge, 2 E. Atlantic Avenue, a Contributing Commercial Structure, Old School Square Historic District. Chris Chicoyne, Authorized Agent. (Continued from the May 16, 2001 Meeting) Consider a Wall Sign on the First Floor of the West Elevation. B. COA-445: Pineapple Grove Professional Office Building, a New Building, Del Ida Park Historic District. Francisco Perez-Azua, Architect/Authorized Agent. (Continued from the May 16, 2001 Meeting) Consider the Landscape Plans and Design Elements Associated with a Class V Site Plan, in Connection with the Construction of a New 9,292 Square Foot Professional Office Building. C. COA-447: Da Da, 32 N. Swinton Avenue, a Contributing Structure within the Old School Square Historic District. Rodney Mayo, Authorized Agent. Consider a Freestanding Sign on the Northeast Corner of the Property Facing Swinton Avenue. D. COA 455: Marine Way Improvements, Marine Way, Marina Historic District. David Miller, Authorized Agent. Consider a Certificate of Appropriateness and Associated Class II Site Plan Modification for the Realignment of Marine Way, Construction of 32 Additional On-Street Parallel Parking Spaces, Renovations to the Existing Shore Facility and Associated Landscaping. E. COA 454: St. Paul's Episcopal Church, 188 S. Swinton Avenue, a Contributing Structure, Old School Square Historic District. Bill Hurd, Authorized Agent. Consider a Certificate of Appropriateness for Roll-Down Hurricane Shutters on the Gable End of the West Elevation. F. COA 442: iA2 NE 1st Avenue, a Contributing Apartment Building, Old School Square Historic District. Art Nejame, Owner. Consider a Certificate of Appropriateness and Associated Class I Site Plan Modification for Porches, Landscape Plan, Parapet Edging and Color Selection. HPB Agenda June 6, 2001 Meeting Page 3 G. COA 452: Busch's Restaurant, 840 E. Atlantic Avenue, a Contributing Commercial Structure, Marina Historic District. Burt Handelsman, Owner; Audra Bascombe, Authorized Agent. Consider a Certificate of Appropriateness and Associated Class I Site Plan Modification for Refacing the Rear Entrance on the South Side and the Planter Box on the North Side with Marble Tile, Repainting the Applicant's Portion of the Building, Recovering Awnings, Resurfacing the Floor of the Wood Deck, and Installing Entrance Canopies at the Front and Rear. V. REPORTS AND COMMENTS A. Reports from Historic District Representatives B. Board Members C. Staff • July Meeting Dates VI. ADJOURN Ellen J. Ug,, ccioni Historic Pres rvati n Planner Posted on: May 31, 2001 MINUTES OF THE HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH DELRAY BEACH, FLORIDA PUBLIC HEARING MEETING DATE: JUNE 6, 2001 LOCATION: FIRST FLOOR CONFERENCE ROOM I. ROLL CALL: The meeting was called to order by the Chairman at 6:00 P.M. Upon roll call it was determined that a quorum was present. MEMBERS PRESENT: Chairman Keller, Mary Lou Jamison, Gail-Lee McDermott (left 8:15), Shane Ames (arrived 6:05), Rhonda Sexton MEMBERS ABSENT: Dave Bodker, Donnamarie Sloan STAFF PRESENT: Ellen Uguccioni, Diana Mund, City Engineer Randal Krejcarek II. APPROVAL OF MINUTES: The Minutes for the Regular Meeting of May 2, 2001 were before the Board for consideration. Ms. Jamison moved to approve the Minutes as presented. The motion was seconded by Ms. McDermott and passed 4-0. The Minutes for the Regular Meeting of May 16, 2001 were before the Board for consideration. Ms. Jamison moved to approve the Minutes as presented. The motion was seconded by Ms. Sexton and passed 4-0. At this point on the agenda Mr. Ames arrived at the meeting. III. DISCUSSION AND ACTION ITEMS: A. Presentation of the NE 4th Street Widening Plans by City Engineer Randal Krejcarek. Mr. Krejcarek presented the plans for the widening to the Board and gave a brief explanation of the proposed plans. He stated that there were a few different options, which would require the removal of all or some of the existing Mahogany trees. This would be going to the City Commission at their June 12, 2001 Workshop for their decision. The Board felt that the Mahogany trees were irreplaceable as they were a focal point for and added to the residential character of the street and most residents would never live to see replacement trees come to this maturity. Some of the Board members did not feel all of the improvements were necessary however, in the event the City did the improvements they did not feel it necessary to remove all of the trees. The Board was of the consensus to send a letter to City Commission expressing their concerns. Ms. Mund asked if the Board would amend the agenda to hear Item IV.B. next. The Board was of the consensus to do so. IV. CERTIFICATES OF APPROPRIATENESS: B. COA 445: Pineapple Grove Professional Office Building, New Construction, Del Ida Park Historic District. Francisco Perez-Azua, Architect/Authorized Agent. (Continued from the May 2, 2001 Meeting.) Item Before the Board: The action requested of the Board is that of considering Landscape Plans and Design Elements associated with a Class V Site Plan in connection with the construction of a new 9,292 sq.ft. professional office building. It was moved by Ms. Jamison, seconded by Ms. McDermott and passed 5-0 to approve COA 445 and the associated Landscape Plan based upon positive findings with respect to LDR Section 4.6.16, subject to the following conditions: 1. That the tree species along NE 3rd Avenue (west side of the property) be changed from Pigeon Plum to Mahogany; and, 2. That the trees along NE 3rd Avenue be staggered with every other one in the swale area. It was moved by Ms. Jamison, seconded by Mr. Ames and passed 5-0 to approve COA 445 and the associated Design Elements based upon positive findings with respect to LDR Section 4.5.1(E)(7)&(8), with the following conditions: 1. That the light pole height not exceed 14'; 2. That the shutters be extended to the length of the windows, including the transom, be of the appropriate width and be operable with the appropriate hardware; and, 3. That the sign come back to the Board for approval. -2- HPB Minutes 6/6/01 III. DISCUSSION AND ACTION ITEMS: B. Revisit the Board's Policy regarding the Installation of Hurricane Protection. Ms. Uguccioni reviewed the Board's policy on Hurricane Protection. She asked the Board if it were possible to establish thresholds whereby staff would be authorized to make approvals. She use St. Paul's Episcopal Church as an example. The church had requested permission to use a box type roll-down shutter that would be mounted on the west gable end. The Board felt that this was an unacceptable method and advised that the applicant use impact-resistant glass in the actual window frame to protect the stained glass. The Board was of the consensus that their policy should not change and that they should deal with hurricane protection on a case by case basis. C. Recommendation to the Planning and Zoning Board Regarding a Rezoning Request from RM (Medium Density Residential) to CF (Community Facilities) for the First Presbyterian Church. It was moved by Mr. Ames, seconded by Ms. McDermott and passed 5-0 to recommend to the Planning and Zoning Board approval of the Rezoning request from RM (Medium Density Residential) to CF (Community Facilities) for the First Presbyterian Church and the Fisler Property. D. Recommendation to the Planning and Zoning Board Regarding a Request for a FLUM Amendment from LD (Residential — Low Density 0-5 du/ac) to CF (Community Facilities) and Rezoning from R-1A (Single Family Residential) to CF (Community Facilities) to Accommodate an Off-street Parking Lot Associated with the Atlantic Grove Redevelopment Project. Mr. Keller stated that he had ex parte communication. Ms. Uguccioni stated that the applicant had requested a continuance. It was moved by Mr. Ames, seconded by Ms. Jamison and passed 5-0 to continue the consideration of a FLUM Amendment for the Atlantic Grove Redevelopment Project. IV. CERTIFICATES OF APPROPRIATENESS: A. COA 444: Ice Lounge, 2 E. Atlantic Avenue, Contributing Commercial Structure, Old School Square Historic District. Chris Chicoyne, Authorized Agent. (Continued from the May 16, 2001 Meeting.) -3- HPB Minutes 6/6/01 Item Before the Board: The action requested of the Board is that of considering a wall sign on the first floor of the west elevation. It was moved by Mr. Ames, seconded by Ms. McDermott and passed 5-0 to approve COA 444 as presented, based upon positive findings with respect to LDR Sections 4.5.1(E) and 4.6.7(E)&(F). C. COA 447: Da Da Restaurant, 32 N. Swinton Avenue, Contributing Structure, Old School Square Historic District. Rodney Mayo, Authorized Agent. Item Before the Board: The action requested of the Board is that of considering a free standing sign on the northeast corner of the property facing N. Swinton Avenue. It was moved by Ms. Jamison, seconded by Ms. McDermott and passed 5-0 to approve COA 447 as presented, based upon positive findings with respect to LDR Sections 4.5.1(E) and 4.6.7(E)&(F). D. COA 455: Marine Way Improvements, Marine Way, Marina Historic District. David Miller, Authorized Agent. Item Before the Board: The action requested of the Board is that of considering a COA and associated Class II Site Plan Modification for the realignment of Marine Way, construction of 32 additional on-street parallel parking spaces, renovations to the existing shore facility and associated landscaping. It was moved by Mr. Ames, seconded by Ms. Jamison and passed 5-0 to approve COA 455 and the associated Class II Site Plan Modification for the Site Plan based upon positive findings with respect to the Land Development Regulations, subject to the following conditions: 1. That the landscape plan be revised to be consistent with the engineering/site plan; and, 2. That the northernmost gazebo be slid south and the sidewalk adjusted to force pedestrians to walk through the gazebo rather than around it. It was moved by Mr. Ames, seconded by Ms. McDermott and passed 5-0 to approve COA 455 for the Landscape Plan as presented, based upon positive findings with respect to LDR Section 4.6.16. It was moved by Mr. Ames, seconded by Ms. McDermott and passed 5-0 to approve COA 455 for the Design Elements based upon positive findings with respect to LDR Sections 4.6.18 and 4.5.1, with the following condition: -4- HPB Minutes 6/6/01 1. That the southernmost window matches the northernmost window on the west façade. E. COA 454: St. Paul's Episcopal Church, 188 S. Swinton Avenue, Contributing Structure, Old School Square Historic District. Bill Hurd, Authorized Agent. Item Before the Board: The action requested of the Board is that of considering a COA for roll-down shutters on the gable end of the west elevation. Ms. Uguccioni stated that the applicant had requested a continuance. It was moved by Mr. Ames, seconded by Ms. McDermott and passed 5-0 to continue COA 454. F. COA 442: 120 NE 1st Avenue, Contributing Apartment Building, Old School Square Historic District. Art Nejame, Owner. Item Before the Board: The action requested of the Board is that of considering a COA and associated Class I Site Plan Modification for porches, landscape plan, parapet edging and color selection. It was moved by Mr. Ames, seconded by Ms. Jamison and passed 5-0 to continue COA 442, with the following direction: 1. That the applicant provide an overhang detail; 2. That wood doors be used at the entrances; 3. That the porch roofs have terminate in rafter tails, and that the roofs be covered with barrel tile, including the entrance on the south elevation; 4. That arched awnings would be appropriate on the second floor of the east and south elevations; and, 5. That consideration be given to moving the handicap parking space to the southwest corner of the lot. At this point on the agenda Ms. McDermott left the meeting. G. COA 452: Busch's Restaurant, 840 E. Atlantic Avenue, Contributing Commercial Structure, Marina Historic District. Burt Handelsman, Owner; Audra Bascombe, Authorized Agent. Item Before the Board: The action requested of the Board is that of considering a COA and associated Class I Site Plan Modification for refacing the rear entrance on the south side and the planter box on the north side with marble tile, repainting the applicant's portion of the building, recovering awnings, resurfacing the floor of the wood deck and installing entrance canopies at the front and rear. -5- HPB Minutes 6/6/01 It was moved by Mr. Ames, seconded by Ms. Sexton and passed 3-1 (Jamison dissenting) to approve COA 452 and the associated Class I Site Plan Modification based upon positive findings with respect to LDR Section 4.5.1(E), with the following conditions: 1. That approval is obtained from the Florida Department of Transportation for installation of the canopy on the E. Atlantic Avenue side; 2. That the applicant enters into a Hold Harmless Agreement with the City for the canopy that encroaches over the sidewalk on the E. Atlantic Avenue side; 3. That only the one story section at the easternmost end of the building be painted in the new color scheme and that the fluting stay white; 4. That awnings only be allowed to the left and right of the copper awning and that they be black; and, 5. That the new south entrance awning, deck flooring and south elevation paint colors are approved as presented. V. REPORTS AND COMMENTS: A. Reports from Historic District Representatives None B. Board Members None C. Staff Ms. Mund discussed rescheduling the July 4th meeting to July 11th with the Board. The Board was of the consensus to do so. VI. ADJOURNMENT: There being no further business before the Board, the meeting adjourned at 9:30 P.M. The undersigned is the Secretary of the Historic Preservation Board and the information provided herein is the Minutes of the meeting of said body for June 6, 2001, which were formally adopted and approved by the Board on June 20, 2001. Diana Mund If the Minutes that you have received are not completed as indicated above, then this means that these are not the Official Minutes. They will become so after review and approval, which may involve some changes. -6- HPB Minutes 6/6/01 F`r i DELRAY BEACH bald All-America City ! 1993 June 11, 2001 Mayor David Schmidt 100 NW 1st Avenue Delray Beach, FL 33444 Re: NE 4th Street Improvements Dear Mayor Schmidt, The City is proposing to widen NE 4th Street between Pineapple Grove Way (NE 2nd Avenue) and NE 5th Avenue (Southbound Federal Highway). The section of NE 4th Street between Pineapple Grove Way and the FEC Railroad abutting the Del Ida Park Historic District. Along this section exists several 70+ year old Mahogany trees that were planted in 1929, the majority of which are in good health. These trees are a focal point for this street and are irreplaceable. We would never live to see replacement trees planted today come to this maturity. It has come to the Historic Preservation Board's attention that in order to make all of the proposed improvements for NE 4th Street these trees will be removed. Not all Board members feel that improvements to the roadway are necessary. However, in the event that the City moves forward with these improvements we do not feel it is necessary to remove all of the trees. When the proposal for the widening of NE 4th Street between Swinton Avenue and NE 2nd Avenue first came about, then Mayor Lynch assured the residents that these Mahogany trees would not be sacrificed for the widening project. Widening the travel lanes east of NE 3`d Avenue would be detrimental to the surrounding neighborhood and is not necessary in this area of the roadway. The removal of the street trees would not only take away from the residential character of the neighborhood, but would also be in direct conflict to the recommendations of the Visions 2010 Assembly which called for street trees in residential neighborhoods. Sincerely, Tony Kell , Chairman Historic reservation Board Cc. City Commission HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Item: III.B. Revisit the Board's Policy Regarding the Installation of Hurricane Protection. HISTORIC PRESERVATION BOARD'S HURRICANE PROTECTION POLICY At the Board's December 15, 1999 meeting after discussion with respect to the use of impact resistant glass for windows and wind rated shutters for hurricane protection, the Board determined the following: Because wood windows with single impact glass panes are prohibitively expensive and are not manufactured with true divided lights, aluminum windows must be allowed when requested. Specific guidelines with respect to the installation of aluminum windows with impact glass will be provided. These will be in the form of drawings indicating how the aluminum windows can be installed to provide a return (reveal) and casings where appropriate. Additionally, the style and type of applied muntins will be specified. When using impact glass windows the building code does not require that hurricane shutters be provided. However, some property owners want to use shutters for decorative purposes. A drawing indicating how decorative shutters can be mounted so as to give the appropriate look of operable shutters will be produced. Shane Ames and Tony Keller have volunteered to provide drawings, which can be Xeroxed and given to applicants who request aluminum windows and/or decorative shutters. This item has been scheduled to obtain clarification from the Board regarding the above as well as acceptable shutter alternatives for hurricane protection. Meeting Date: June 6, 2001 Agenda Item: III.B. I;iii,illii.ilii)/1 I II tk id l s Ilii; mation booklets:lie published lit. die Nolional .11ust 13)( I lisuflic hest-Tv:16mi. , , . , . 1.f it a f omplete li.o (II titles in die sc li es call it tt iitc: InInimation Seties. National T:4 1..,' ' V()111 1)1(2•S(.1\•01i(111 'IllISI I;,1 I listoric heservat ion. 1785 Ni;issachlisew; Avenue, N.\\,,, \vishingion, -,.1 -) -.1.-1;'S4.-4,..w.i .,',.• , - *, . ••• -, , • . • , ,•. . 0 (filt-olims I).( :. ?(0 (,. (2021 5p,p,_(,i 8(..)or(202) .:70-;;,_().2.f.3n. FAX (2W)588_622.3. ilf i(p)7 r•Julioirli Trir:i lit I IkImir Preservation. • • //,17.,, /-,/ ' . /11.1/ a irt- . , . ci ,/ ,. 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'I.-MO-1st , 130,4ton. :\I:ics. 02109-th.lu Fnit\vorth,•i•ex. 76102_3943 , .;4;, , ;:1,,I,II'14- • I 21",. 7r,S !:16.7 . 1( 171.52.1-INVi 1817)33)-1398 (:oast North Atlantic. hurricane season ''',.: , . ••, • • --,,..,;-• -....,,,L .-_,.., . , ,; rzlys,-..,..„. - • ; .. .. V (/),,„,-.•„,, /),.,•,•,,,,,,,/(0/11,0,/a.,l/m ariTial ((‘iii,IVI II,hi. !lain,.,i1 aSS,/lhioaR, Sc 1,Via".1/c.k/0'. 71\(i.i. OkitihOMO) lasts from ,Itine 1 to N m ot-eber 30. - : ' •;=•;;;;::-'7,74t,-- -, •';- '•..• . ..-;•,,.-4--ii...3•C •-•.--.'),.,..- .',,-,-... ;...- ---; -;-„,....;.;--.,•..-:"•2?'; ;`3..,..i.:_:. •-i..1.,...' /•..,1. /,7,7,l di Ri ''",;•////. P//, ; ,,,, liono,hin..\-,T,'' York.Rho(4.1.k/ein d. li'Tana 1 \viler. the potential for the for rm ition :-._ .--- '.. •;..re.• , •••;;,... •' „, „- 7"-,: :''•.. -, ',4 _,- -,_„. -..t,..-t ,-.._,-;,,..?...74,',4,- E i ' I., ,i'•',' ( ,;, LA/r/A. i ;,/ 17/1;h1.;‘/) Souther i 1Vestern Office _. ir. 0-As-li• :t‘ .•,- !,,.1-.4 2,:O f4*:':.• ...vIF-rz.,:.1i Lr... n()nce One Sutter Sneet Suite 717 ' 21X , -..•.;,,..it.t•:a,.r7.-..".":....--.4..."7,-7t"7"",•i-=, _ '..T.*-;c14, li'•, --J.::: gilt.- 1 1 - ? . • • 4;----- • \\-iiiiliii Aiken iii,,,,, s..iii Fmneisco.Calif. 91101-1916 Tins publication\Vas made possible c, :. :.,....,,,,,ri......,...... _ ...-_.....,. -154) Iciwi,Street (-115)95h-Ohlt) IR . .itr . -' , 1 . . 1 .• ; "1 ' : :' ;:i'i . • 1 i..... ' .j.. ".... PM I.•IN- l)y the generous support of the _ Ch.trleston.S.C. 2.4-10,3-h2-17 (.1/a4a..lrizom7,Caii/0/7/id, ilaWaii, • ; ' ,. .. - • ., , .: L li), .1 1 ' ' ' . , O'((n) 7?/-S557 /r/t/h0. NrCada, ()/rg,0//, U/ah, I Viishing/0//, • Elizabeth Ordway Dunn Foundation. 4 ,, ., • ' . 44'IA: --. E. : :-.;- .77. = A ',., :7_,CtrLkl..1 ELP___Cit.r.iliSiaL Ei.lf: R.,Artlit''- • /,I 47Aima„I rkan.ca.c. Eb),it/a, (;(0/pja, /',/(//i, /dant/if77%/0/i,•.%) Atnfloty. I,onisiono.,Ilic.ci.,cippi, North Coroli.yo..Voiall l:arolina. 7illin-ss(t) Nat imia I 'I rust for 1 listoric l'reservaumn 6fii7 of hurricanes is most likely. Although resource. Any damage resulting from ■Are there preventive alternatives Publications Steal This Handbook!_1 'templatefor • this Information booklet focuses on affixing hardware, shutters, or other that provide less protection from Florida Department of Insurance Creating a Museum's Emergemry Florida, the material pertains to the devices,should not permanently affect disaster damage, but also detract c/o Diana L. Kidder 1991 Disaster Preparedness Seminar Preparedr ass Plan. Allyn Lord,Carolyn entire Southeastern coastal plain, and the historic character of a property. less from historic character? What Insurance Representative Proceedings. The Southeastern Reno, and Marie Demeroukas. addresses the particular concerns of are these,and what is the trade-off • • 160 Governmental Center, Suite 515 Museum Conference. Pamela Nleister Southeastern Registrar Association, owners and managers of historic This Information booklet will provide between protection and loss of Pensacola, FL 32501 (ed.). Available by calling the 1995. Contact Michelle McKee properties. some basic instruction on the tools character? (904)444-8040 American Association of Museums Baker, SERA Treasurer, c/o South and methods available for preventing at O02) 289-9127. Carolina State Museum, PO. Box In the aftermath of such storms as damage, the need for prior inventory ■ Is there a design treatment that Florida Emergency Preparedness 1(1(11(17, Columbia,S.C. 29202-31(17. 1-lugo(1989), Andrew(1992), Beryl and assessment to identify potential could be applied to preventive Association, Inc. Building Performance:Huriicane:lndrew (1994),Opal (1995), and Fran (1996), problems, and the initial steps to take measures to lessen detraction of c/o Michelle Baker in Florida. Federal Emergency Treatment jor Flood Damaged Older much has been written about proven- after a disaster has occurred. historic character? Director, Pasco County Office of Management Agency 1993, F.E.NI.A., and Historic Buildings. National rive measures that building owners Disaster Preparedness Washington, D.C. This publication is Trust for Historic Preservation, 1993. can take to lessen the potentially dev- Because of the specialized nature of Building owners and managers of 7530 Little Road available free of charge by calling Order=2I82. The booklet is available astating effects of hurricanes. Owners historic properties, it is important to historic sites should apply these ques- New Port Richey, FL 34654 (800)480-2520. free of charge by calling the National and managers of historic resources look at the overall objective in devel- tions to every solution proposed for a (813)847-8137 Trust for Historic Preservation at must allow for additional considera- oping hazard-mitigation measures. disaster preparedness plan. Design Guidelines for Flood Damage (202)588-6286. tions when adapting recommended The Federal Emergency Manage- Florida Trust for Historic Preservation Reduction. Federal Emergency protective measures to historic proper- ment Agency's 1993 publication P. O. Box 11206 Management Agency 1981, F.E.NI.A., ties. They are subject to a balancing • Safeguarding Your Historic Site-Basic Historic Buildings:Assets and Tallahassee, FL 32302 Washington, D.C. This publication is act, in which they must weigh disaster Preparedness and Recoveiy illeasures for Vulnerabilities (904) 224-8128 available free of charge by calling readiness against the overall goals of ' Naturzd Disasters poses the following (800)480-2520. preserving the resource itself. In eval- questions about the conflicts sur- i-iistoric buildings have definite National Conference of State Dating methods to secure a property rounding preventive measures for advantages over much new construe- Historic Preservation Officers Protecting the Past from Natural from the intrusion of wind,water,and historic resources: tion. They also have specific vulnera- 444 North Capitol Street, N.W., Disasters. Carl L. Nelson. New York: the impact of projectiles, building bilities, that if addressed adequately, Suite 342 Preservation Press,John Wiley& owners and managers must keep in - ■What is the risk that historic fea- can help them survive the worst \Vashington, DC 20001-1512 Sons, 1993. The cost is$14.95. 'lb mind the consequences to the historic tures or the entire site could be storms as well as new construction. (202)624-5465 obtain a copy call (800) 225-5945. resource. The design for replacement destroyed or substantially damaged shutters,windows, and doors must if preventive measures are not Assets: 0 • National Institute for the Conservation The Preservation Briefs, published by respect the original character of the taken? If measures are taken, to ■Usually stronger materials of Cultural Property(NIC) the National Park Service,assist own- building. Solutions should be sensi- what degree will this reduce the ■Built by skilled craftsmen rather 3299 K Street, N.W., Suite 602 ers and developers of historic build- tive to the architectural integrity of the risk of damage or total destruction? than by high volume mass Washington, DC 20007 ings in recognizing and resolving production (202)625-1495 common preservation and repair prob- lems prior to work.Topics include Definitions of Hiur7 lne :terminolog' The Northeast Document Repair of Historic Wooden Windows(#9), Conservation Center Historic Concrete('15), Interiors of The Eye of a Hurricane—The great spiraling winds of a Storm Surge: A sudden violent rush of water that floods 100 Brickstone Square Historic Buildings(#18), Historic Stucco hurricane surround a relatively calm center called the the coast as the storm makes landfall. Water levels might Andover, MA 01810-1494 (#22), Historic Flat Plaster Wails and "eye." This calm is a deadly deception as it is bordered reach as high as 20 feet near the coast, even at low tide. (508)470-1010 Ceilings(#21), and Historic iUooden by maximum force winds and torrential rains. Many Shingle Roofs(#19) . lb obtain a copy deaths and injuries have been caused by those venturing Tornado: Rotating column of air revolving around a low- call the Superintendent of out when the eye passes only to be caught later in the pressure center, having a vortex several hundred yards in Documents at(202)JL 1800, maximum destructive force of the storm. diameter, whose whirling may reach speeds up to 300 miles or write to P.O. Box 371954, per hour(Also called a cyclone.) Pittsburgh, Pa. 15250. Hurricane: A type of tropical storm with strong winds circulating around an extreme low-pressure area. When Tropical Cyclone: A general term for all cyclone circulation wind speed reaches 74 miles per hour the storms are originating over tropical waters. classified as hurricanes. Tropical Disturbance: A moving area of thunderstorms in _ Hurricane Watch: Issued when a hurricane may threaten the tropics that maintains its identity for at least 24 hours. a specified land area within 24 to 36 hours. Tropical Storm: A weather formation with distinct circula- Hurricane Warning: Issued when a hurricane(winds tion and highest wind speeds of between 39 and 73 miles • more than 74 miles per hour) is expected in a specific per hour. land area within a 24 hour period. • III Windshear: Intense, upward and downward moving columns of wind. ,I pfr'l1(/i v (.---T.ntei .eaty .l/)/.irrtdix l)-I)t•I'itig Out Recoiiiiec Dh/i'irntin/poncenrrc amsei/by storms hell Recot'C/•I' (✓edlist (muse a building;to swell like a Galloon. ® p ' , 1. Examine for evidence of water. \ multitude of nonprofit and profes- Penetration by flying projectiles care cause HWD -- -- --- ', 4. 1. Be sure that all electrical and gas 2. Observe ceilings for sagging plas- signal organizations can provide bene- them to explode. Windows and doors are �___- � i. iMINNN i" L-----� �'� �a •■ •U 4 supply is disconnected an(I that ter. If present, punch a hole in the ficial and appropriate advice and • the most vulnerable and requiteinrprul - -� ►k" -_-.-O"_-- i rfvg]u there are no gas leaks. •plaster at the top of the sag and let inlornrnion in planning for emerges- resistant protection.qul as shutters. I_____________________-3, _______3• ,, '� p sit 0 't 2. Examine building, foundations, the water drain out. Repeat cies. he following is a selective list- (A'erhangingpads of a building-, which L i -% U PUMAS external walls, and sags in roof for punching holes, gradually working ing, and the reader is encouraged to include dormers,verandahs,balconies, _ „• r-- �� evidence of structural failure. your way to the lowest point. identify local sources of information, and porches,areespecial/I'srrsceptihleto � / - 3. Check porches and overhangs to When drained, monitor sagging and to update the accuracy of damage caused by the winds uplift. ,„„o = II t , j d �\ �. be sure that they are in sound plaster and inspect to see if it addresses, telephone numbers and a I I� PRESSURE I S =_= condition. must he removed. contact persons on an annual basis l;, -V1 \, �_; ) *'^^. 4. Recover and re-secure covering .3. Observe wall for saturated plaster. well in advance of the storm season. "'�"'�- .� 7,..., _,� _ _fover valuables and furnishings. If present, remove the baseboard "- _/ ""° - __ :i! C �. - -J ~ �� f -_-- - ----- --�„' v5. Checl. each \yindow and dour and lunch a hole 2 inches above )� v inside and out. Sticking or lack of the floor at 12-18 inch intervals 1*ederalllgencies and movement is evidence of either around the room to drain the water 1Von pro tt Or anizations '.- - rM"` �___� structural failure, water damage, and leave to dry MAIMMYT or both. 4. Saturated dry wall, insulation, and American Association of Museums .EC„CN SECTION 6. Cover any exposed areas or pene- most wall coverings cannot be 1575 Eye Street, N.\\'-, Suite 400 • trations in walls, roof, windows, or restored. Remove and dispose. Washington, DC 20005 doors with plastic covers and 5. If flooded,shovel and sweep out (202) 289-1818 secure with nailer strips in order to as much \rater and debris as possi IIIGreater care taken in construction Measuring the Impact and Before the employment of the Saffir- protect from additional rain. ble. Hose down walls and floors. American Institute of Architects I■"longue and grooved roof sheathing Frequency of Hurricanes Simpson scale, hurricanes were 7. Check plumbing for leaks or Remove electrical and duct covers, National Office rather than plywood or particle referred to as Minor(corresponding to breaks, clean and disinfect. Mop out 1735 New York Avenue, N.\\'. board In 1972 Herbert Saffir, a professional a category 1), Minimal (corresponding 8. If surrounded by dense destroyed remaining muck. \Washington, DC 20006 I Heavier wood roof trusses/members engineer,and Robert Simpson, then to a category 2), Major(corresponding landscape. clear a fire break 6. Stabilize furniture and remove (202) 626-7300 rather than light pre-fabricated director of the National I-Iurricane to a category 3 and verging on a catc- around each structure to protect pictures and draperies fromtrusses Center, conceived a method to clas- gory 4) or Extreme (with maximum from fire. Dead plant material «ill saturated wall areas. Association for Preservation0 • ■Hammered nail connections rather sify storms relative to the destructive winds specified as 136 m.p.h.). The than staple gun connectors impact of wind and storm extreme category is at the low end of soon dry out and will easily burn. 7. Remove floor coverings to permit "technology International 4 surge. g 9. Be cautious with well meaning but drying. PO. Box 3511 • Employed since 1975, the Saffir- the Saftir-Simpson scale(category 4). overzealous recovery assistance \vulnerabilities: Simpson scale categorizes storms as 8. • Avoid efforts to refinish floors, \\'illaimsburg,VA 23187 g crews. 'Hwy and their equipment walls, ceilings too soon. Permit (540)373-1621 _ III Lack of lateral braces, ties, and either a one, two, three, four, or five Throughout Florida's history the can do unrecoverable damage and them to dry thoroughly. Incases straps based on the barometric pressure, sus- peninsula has been exposed to hun- C11Sposc of arch1CCCCUril Salvage you of solid masonry R'alls, blackeningFederalEmergency Management Gravity connections to foundations tained wind Velocity, and storm surge. ' dredS of storms. Scientists begin may \wish to reuse or use to docu can occur from fungus growth. Agency FEMA(National Office) I Overhanging and projecting eaves Category 1 represents the least keeping official records in 1871. Long ment later reconstruction efforts. Wait till thoroughly dry, then clean 500 C Street, S.\V. ■Exposed porches and verandahs destructive storm in which damage to before that, however, countless tales 10.Collect architectural salvage from with a fungicide. Washington, DC 20472 ■Projecting awnings and canopies property is limited, and low-lying \vete told of treasure-laden Spanish debris, even if damaged. If it can't 9. Open windows and doors on days (202) 646-2500 ■Exposed parapets and chimneys areas could become flooded. A cate- galleons wrecked because of tropical be reused, it may assist in repro- that outside humidity is low. gory 5 storm causes catastrophic dam- storms. These records show dint duction. Supplementdrying with fans and Federal Emergency Management age and massive flooding. there may be particularly bad years 11.Along with notifying local emer- dehumidifiers if equipment and Agency(FEMA) and relatively uneventful years. For genes officials, building code electricity is available. Region IV(Alabama, F/wida, Georgia, example, there were as many as 21 authorities, and insurance ages- 10.`l}eat valuable objects with great ICerrlrrct),Mississippi, North Carolina, Slffr>/Simpson Hnriicane Intensity Categories storms in Ilouda in 1933, and then a cies, he sure to contact your local care, wrapping in newspaper until South Carolina, lcnnessee) stretch of some 28 years when the In use since 1975, the Saffir-Simpson scale categories storms as Category 1-5, state experienced none at all. Both historic preservation office for conservation can proceed. 1371 Peachtree Street,N.E.,Suite 700 assistance. Freezing saturated paper in a Atlanta, GA 30309 based on barometric pressure, sustained wind velocity,and storm surge. coasts have been victims to the ram- frost-free refrigerator can postpone (404)853-4226 • A Category 1 is the least destructive, whereas Category 5 is catastrophic. pages of wind and water in the 125 mildew in valuable books until years of record keeping. they can be properly conserved. Florida Bureau of Historic Category Central Pressure Sustained Winds Damage Preservation Millibars Inches(I-Ig) M.P.H. Knots Florida Department of State 1 I E 980 iE 28.94 74 - 95 64-83 Minimal What to Expect From Hurricanes Division of I-listorical Resources 2 965-979 28.50-28.91 96- 110 84-96 Moderate 500 South Bronough Street ( The water surrounding coastal and • • 3 945-964 27.91 28.47 111 - 130 97 113 Extensive island communities provides beauty, R.A. Gray Building 4 920 944 27.17 27.88 131 155 114 135 Extreme recreation,and bounty. Yet it can Tallahassee, FL 32399-0250 (904)487-2333 5 <920 < 27.17 > 155 > 135 Catastrophic create some of the most destructive • IsII Volunteers and staff.from Drayton Hal! FM-ft _:_ --- __— conduct an archeological reconnaissance 1 _ if"' survey of the grounds following flurricane ti�-_ Hugo. 0 E:iii14—........1==.1"2-7 - 4.......-- V! -----) n . .. \\\> IL �_- �_��'y �- ,Illl. 1 t--1�7�_li[�. :,- y 9 ••\.:• '# oft i•' h,i,,- 'I� �� , , ' t _— _—,,� �' IC1' 1',► !'Ii1:J Ire _111iPr •': 11', 11 =111!= �..� 't', -1,4 TIl i` i t 1' .r��r�l "'�'� PT;; y' t '' ' i .1 : ', /,, '. {Id.) ) 4,0;0 „,iii:t. -“44;:;4\ ‘''' : lr :CFI;t ' l'14 i i 1Y� I 1I ifs 1 ';,(1 VP, t p. I; 1 ' If I, -,'_`'d ,I'� t�f91 a{)0,I,�Ft � �� � �S f .i �_rl �• ''�1 J If,•J it 11g ,_ .�� t-• , I c}� , 1, l,l r , fgl' !. h, o I 1 i't5 lit �i FF CF ,tf � 1 1E'1�� `? fk FS11M�� (�,��1 ii!J0! 1,i1 1 11 A (1 �teg14-1" '1rlC��r� t -Fit• 1. i __/_\ t,�� Itt +f, \ lljk� �t 7 Il tt 1:,pi,ft Ir '�i: i 1�3 � I. t ',,• L C \ �. Tom' 2,--7 FLL{;. e.,1 1 l..l '•It � ' '-1 F V#jf i4 F� .-----,I-.."- . ,{ ,�� . = i IAlt Ail___.---.. .2 n6,ti_:..!•oia ---..-Th..:4;. S. --,•._-.1,- ,_-_,—Atk.';:i,',‘..1 i. ,:,---f---L:-.: 'd i;'; , .• • - �\ \ its • p. T m� _ = ,y �,-1 ,�� _. - �. � C eb`1. '' l:;J ..:-j (1&. 4.- ?F�c F j.'1.j "<n• . r' ,,-r- __ y� _ frk. _ _ J , ,. !- ( (MIND ,~r -FA 1■— ..�� 1 Ei_'`+ _v iflt�'"-/ �.�i-01,. , j�\ : 2•,:,- �-'_--.-1:-_ - iik AF:. -cam- tJ- -r .Y a 1 t �-, �/ t 4-;T C - :;c`L 7-4 I 11•c urn ,��� .,� _ 11 Y!- IJ✓ � 1�-�� j" , _ ti . f t�,�; � �ti 4/ .. t I `' a , iPmI -- iil. r ?k'�SLS6 ,7'' > \N F.} \y 10{r t ...t .,,:;: , { ma's? +W-\ ,1r ti,,_ �, _� '' 4--�•�1 -ti :C, FC -1� ti, .0 1. \ • forces possible when weather condi- created by windshear and may require The diagram illustrates the impact of .; ..T '`t1� M ` << ,e,.: Ix., �� tions are right. Hurricanes that pro- reinforcement. Building owners Hurricane Andrew to the historic, wood ,,,`";4 -` ` ,'- �` ';r ;r• :, �'.' ."�{7: _ ��y - :..j ,.;1`.'};/jam • ... _ S :W:� L'�� F 'ems z-1.::�.� .-� ' T.:'+L� L1I�Y.._�'-.. .`it duce high winds,water,and storm should conduct a survey of these corn- flame Richmond Inn in Dade county, -, _ . surge pose devastating threats to his- ponents to establish the effectiveness 1,7a.,.which caused the building essentially tore resources. Strong winds can tear of the anchoring system. to eap/ode,destroying all three floors and Miscellaneous: -1ppettdix B—Storm Warning 8. Locate valuables in the most roofs from houses,wind-borne projec- verandahs,an<Iscattering its debris in • Are awning frames securely Check/ict secure location, separating them tiles driven at excessive speeds can Projectiles mid-air and down woad attached to the building? from the exterior by at least two penetrate windows, doors,and roofs, • Are all fences and walls in good 1. While weather remains good and walls, and preferably in an arca and uprooted trees can cause ines- Every unattached or unsecured object condition with no loose or missing time is more available, install all without openings, such as a hall tunable damage to the protective can become a deadly projectile. Street include the cities of Miami and Fort elements? window, and door shutters. way closet. envelope that shelters buildings from furniture such as trash receptacles, Lauderdale, the South Florida • Are dangling exterior fixtures that 2. Remove all awning fabric from 9. Cover all furniture with plastic the collateral damage caused by rain benches, tables,chairs, and light fix- Building Code (SFBC) is applicable. are too large to he removed,chained awning frames. wraps and secure with tape. and Flooding. Delayed maintenance tures can be lifted and propelled by After i-lurricane Andrew, the SFBC to walls in four directions? 3. Secure storefront awnings to 10.Remove loose and hanging objects of historic resources increases the the extraordinary high winds accompa- code was amended to include an • Are all exterior attachments such as ground with cables to resist up lift. from interior walls. likelihood of damage and may exacer- nying a hurricane. 'frees, shrubs, and "impact test" that requires windows mail boxes secured well? 4. Remove dangling porch light fix- 11.Keep a well equipped tool box of bate damage that might otherwise landscape features,which can he dcv- and doors to withstand two direct hits • Do you have a secure place to relo- tures, ceiling tans, etc. or secure to non-electric tools, first aid-kit, have been kept to a minimum had astated by storms,can also become from a nine pound, two-by-four care all exterior furniture and acces- avoid spinning. water, flash lights, and other sur- proper precautions been taken. hurtling objects of destruction. wood-stud traveling at 34 miles per sories? 3. Double check that all windows vival items. hour. The implications to those and door locks and bolts are 12.Identify a destination to evacuate At particular risk are those building Building codes differ in their require- counties that follow the SFI3C are secured. to if possible. components that extend beyond the ments for protection against projec- enormous. Not only is new construe- 6. Remove all porch and exterior fur- 13.If you remain on the property wall plane, such as porches, dormers, tiles. Eleven southeastern states, Lion required to comply with those nishings, loose pots, and any other throughout the storm, locate occu- balconies, chimneys, downspouts, including Florida,comply with the codes but owners of all buildings • • potential flying debris. pants to a secure structurally stable trellises, awnings,and gutters. Such Standard Building Code(SBC). In including older and historic properties 7. Move all interior furniture away room without windows such as an components are subject to the uplift Dade and Broward Counties,which are affected when they install new from exterior windows, relocate on interior bathroom. windows or shutters. a second floor if the building is subject to surge or flooding. Master Planning rl >rert�lia'!1—Ptz:venliz'e Roof Covering: Rain/Flooding /� comparing the level of the sea surface Protecting and Pmpaling the Site Building Srrr c'e)' • Is roof covering hell attached and in the absence of a storm to the level Once the building is secured, building in good condition? Hurricanes bring water from the sky it reaches during a storm. The con79 b In the years that have passed from owners should place special emphasis Conduct an inspection of your build- • Are parapet,coping, and cornices and from the sea. If the building's figuration of the shoreline, topogra- a hand-delivered telegram system to on a careful appraisal and analysis of ing on a regular basis. Comprehen- well strapped? 0 envelope is breached because of dam- phy of the bottom, and height of the our sophisticated early warning tech- the systems. materials,and architec- sire and regular maintenance enables • Does asphalt roof covering have age to roofs and windows, the collat- tide when the storm hits determine }nologies, the capriciousness of hurri- tural features that may have been owners to monitor potential problems, starter strip flashing, and is it nailed end damage of rain to plaster and the potential destructive power of a canes as they change course often damaged. calling in professional exper- to understand how their building in place as per code,or only stapled? wooden building elements, such as storm surge. still leaves little time to take proper rise as required, to determine their works, and how it responds to storm • Are the tiles of barrel tile roofs wall studs, floor joists, hardwood condition and develo a course of precautions. I conditions. "limey- maintenance secured at the bottom with cement, floors,and columns, poses serious A storm surge will dissipate as it action. \comprehensive master plan keeps the building in the best condi- and are tile cave closures of cement? threats to the structural integrity of a heads inland, particularly as higher It is critical to plan well before enter- I 'm restoration based on the bruhings of Lion and is the best assurance to help • Does the tile roof have an asphalt building. Actions to facilitate the elevations are reached. Unfirrtunately, gency conditions. '[he survivability of the :nerlv�:is "ill help >rc�vent mist:elves � . I it resist pcnct:Minn born wind, \c:ucr, rnrderl:IN-merrt. drying process must begin as soon as in South Florida where the land the resource is never guaranteed, but and cnsrpc that the maximum amount and piojectilcs. lIc sure you check practical and safety considerations remains relatively flat, I hurricane by identifying existing weak points of the historic labile is preserved. the structrnal frame. Get ender the Water I\Ianagenient: allow. "i hiat drying process may Andrew's 1992 punch was felt a much and addressing vulnerabilities in the building if possible, into the attic, and • Does flashing of penetrations con- include temporary or permanent repair greater distance inland because of the face of wind and water, much can be on the roof for a thorough inspection. sist of flashing and counter-flashing of the roof and wall openings,and low topography. Andrew's highest done to lessen potential damage. ilch/ou'lerlgrrrenls If you have never undertaken a corn- and is it in good condition? power ventilation and other methods surge was at the Charles Deering prehensive survey, you may wish to • Is drip edge flashing present and of controlled dehumidification. Estate in South Dade, a National Window Shuttering Systems "Phis booklet vvas written by Ellen consult with a preservation architect secure? Register property, where the surge 1 Iguc•cioni, a consultant in Miami. Fla., or stuctural engineer. Subsequently, • Is flashing and joints between side- Storm Surge reached 16.6 feet, inundating the INlore than any other single factor. and Joseph Herndon of D\IS, Inc.,a you will be better prepared to under- walk canopies and building secure entire complex of historic buildings. maintaining window integrity is the Miami architectural and consulting tzakc follow-up surveys yourself. and free of leaks? While heavy rains provide their own At Vizcaya, 1)ade County's Italian primary defense against hurricanes. firm specializing in the rehabilitation • Are roof drains, scuppers, gutters, kind of residual (haulage, a storm Renaissance palace and gardens and In an article in Window and Door of historic buildings. 'l'he illustrations Foundations: and downspouts strapped, clear of' surge—literally a huge wave of water a National I listoric Landmark, the Eabricator,Jeff Stone, former chair of were done by(*.arks Dunn. • Are sills securely attached to four- debris, and free of leaks? that floods the coast as the storm poun surge reached 9.2 feet. Compounding r, 1 g the Wind Load Committee for the dations and piers by connectors or • Are yard and field drains free of makes landfall—can pack the same the damage of the surge is the water's- g' Southern Building Code International are they secured only by gravity? obstructions and do they drain well? destructive energy as a freight train. inexorable and dramatic return to the (SI3CCI), explains: • Are studs securely strapped to the • Are the connections between exte- A cubic yard of seawater weighs sea. That returning vacuum can cave As hurricane force winds surround a foundation and roof sills and plates? riot siding, and window and door , almost three quarters of a ton, and in what was initially damaged in the structure, entryways and windows • Are stud wall corners braced and are trim well caulked and free of leaks? • • can destroy virtually everything in forward surge. must withstand wind-blown debris walls laterally braced? • Are the joints between stucco and its path. Surge is measured by that can act as missiles to infiltrate a opening sills,jamb and header well building. If the building envelope Roof Structure: caulked and free of leaks and rot? • Are roof rafters connected by con- tinuous lateral supports? Openings: A staff member demonstrateshur>iic'ane • Are gabled stud walls laterally • Are opening jambs, sills and head- preparations at Drayton Hall. ITeighted i�t. Viz, • - Gam' , +. t K' braced at 15"? ers adequately attached to strut tarps are hung on hooks inside the window • Are roof truss cords strapped to rural fume? and then run out the bottom of the window. ' 4,ce ' h walls? • Arc all window and door locks in 1f the window,breads, rain will collect in r I tt��' y ,;;!''''t`;, " Cr . • good functioning condition? the tarry and nut out the bottom of the i Y+ ta10- ?, v tea. l s , 4- Are all structural roof members 6 }, ` ', , ;. strapped well to each other. window instead ofinside the house. Once r '* -, ? t "� '� '�' 2 .^, ` ;rt ' Y � ' ? • Do windows and doors have ade c uate bolts and do the slide into the tarps are hung, interior shwas me �f i k t A ', it ' p�..,t 'th+, 1 5 tr 1 , z r, r r , ,,.tt r. in, , Exterior: seats at least one inch deep? closed behind them, or in this case, interior 1 ',E, 4; ' , t "''� (#!ryp ,_ }.jy 1. t , ,_,_ c r ki 7r} •-i` s..i:r � • Is exterior stucco and the founda- • Are there adequate protective coy- shutters are supplemented with plywood 4 `t, r 1r; Y , • }l ; �t jF r':: r�+� - ? r ' b t r- r 1 Brings and shutters for all exterior and a bar placed behind thepit plywood to r tr o 1 ,., ,,, Y Y� r >� don free of continuous structural . , ,r ,. ? t, `� Ic;�1,a) cracks. openings? hold it in place. _ `t �H tits. I t. y t : ' )' �jrf� • Are chimneys well pointed and all • Are demountable shutters stored in _ i I'l � k , $ n t ` i ' bricks secured' a des accessible location hear their 'I s I• `1, 4` I �. t ;{ 1}tli +i •,A.7 i u!I tr Z • is exterior siding and trim in good corresponding openings? c s " '�r " 4 •+� .� i'� + t condition and swell attached to the • Have you executed a practice = Fig �r, a)i f•tft I•}N' I t �' _ :! I structure? IIISCallaCloll of all opening shutters . 5 ! /� t. _' 04 -.:1 l• t �54 r'1i+�`ir:t 11 • Is ornamental trim well secured and can you account for all bolts 1 _ ` � 1 - ''tip '' .�s %• l -. (tailings, porch columns, banisters, and parts. _ pc ,x flooring, soffits, brackets, etc.)? ;\ ' l l >" F • • . '' 7t��1'. u K' Ij f,it' 0 _� �{ dM I�.a.f Strong winds_fronr hurricanes can damage Safety Temporary Coverings Remember, the trauma that can result projecting elements on a building such as from the destruction after a hurricane the balustrade on this masonry building in ;, MIA plan should always emphasize the Following Hurricane Andrew, truck- can lead to ill-advised decisions based south/%lolida. ;,,,;., provision for the protection of per- loads of plywood and plastic sheeting on a desire to get back to normal • ;t r z ? • sonnel, identify any particularly arrived from states across the nation. quickly. It is essential that building , ,�1 <, .,5,, F hazardous existing conditions, and Even as the hundreds of tractor trail- owners allow sufficient time to make ,, male note of the requirement for ens unloaded, it seemed as if there qualified decisions. Hire those with ,;`.::. ,N ..4... `.14- -� J .�,,`"' Y,;; caution in the recovery phase. would never be enough material to go the appropriate expertise, and man- '•, �}� \` avisot r ` ,,••`,.-- • cr ', > around. 'Therefore, it is important for age the property with an eye toward ''�: Y• - p-S;.,+. r T a 1 F ,, I . a owners of historic properties to keep mitigating any further damage. • �,> ,' ,a „^ �.,;' r,, f'} . Recovery:Preventing adequate supplies of plastic and ply- Recovery both inside the property ' •- �'�+ ;� V �._ -�`'.•: -* '. }�� �a I. ''a,: Further Damage wood on hand to provide temporary and outside in the community is a azi =• I '�Y p,:r F-X1 ,r,;;,...,,....` '--, ` iCt,`• ' coverings for windows, doors, and gradual process that demands .? ' _ t ' , : ' ' �y . ., °' ` In Carl Nelson's publication, roofs. Stockpiling this material on patience and attention to details rr niR+ 1 1 „ , tP � Protecting the Past from Natural site is the most effective method of when making decisions. �`, .• • s •� 14 % >s.*-' t • t�` _ Disasters, published bythe National avoidingthe supply problem. -, /..�� �z y PP ) t '/ • - ,.;''ITi ,. ti ',k, �+• 5 , Insurance Claims ,,�„ } �,� � ,�� • �� { Trust for Historic Preservation, i��� �,�, tit' , -., u `:,", 1 t ? jy. .. emphasis is given to avoiding knee- After emergency stabilization is corn r `` °� ' '{ �.• i, jerk reactions and hasty decisions pleted,and the building has been Insurance adjustors may not have had �,. r 'f• ',1, :i,'�'`.�► that can produce irreversible damage secured, building owners should care experience with historic resources. ?t.`. {. `� .� to'fk �'a1��° . t 1 •.• ` ' to historic resources. i is cites the fully analyze the condition of the Building owners must make sure following consequences of ill-advised historic systems, materials, and archi- adjustors arc aware of the special • ispenetrated,winds enter the build- icallyappropriate.riate. Currentlyunder equipment will become increasingly decision making: tectural features. A comprehensive requirements that are integral to the <pP P restoration plan should be developed repair and/or replacement of historic ing and generate increased internal development are wood shutters that scarce as storm landfall approaches. 1.Restorable buildings are torn clown. before the work begins to ensure that materials. Frequently repairs are pressures for the roof and walls, would be historically compatible and Elaborate systems are also expensive 2.Salvageable architectural elements the maximum amount of historic more costly because of the require- which can cause the structural meet the required tests, but building to install. Becoming familiar with are carted away with the debris. fabric will be preserved. ments to match materials in kind and integrity of the building to fail. officials have yet to approve any. For the installation system before a storm 3, Dees are discarded rather than to employ specialized craftspeople. all these reasons, temporary shutters takes place, avoids delays that may replanted. Exercising Control Over the Site Most available shuttering systems are are the most likely choice for most his- otherwise occur. 1111 III 4.Property owners make hasty and If the property has been formally the active type,meaning they are tonic buildings as of the date of this inappropriate re airs. A re Manned strategy canprevent des- ignated as a historic landmark on the physically attached and cover the publication. The following section describes dif- P P 1 6Y opening. There are two active types: ferent types of permanent and tern- . 5.Archeological resources are dis- damage to architectural elements and local or national level, it may be possi- turbed by heavy equipment. archeological resources. At Drayton ble to enlist the support of profes- permanent and temporary. Permanent Even with temporary shutters, instal- porary(active)shuttering systems, » shutters-are mounted either on the top nation details and the time and and their application to historic prop- 6.Government agencies—such as Hall,a "staging area has been identi- sional preservation staff to justify the building permit offices and land fled where materials that have been claim. For example, in Coral Gables or to the sides and are retractable. resources required for installation cities. marks commissions—may operate salvaged can be inventoried and eval- following Hurricane Andrew, the Contemporary top mounted shutters during a hurricane warning are serious pro- are roll-down solid metal panels, problems, making the selection of a Plywood Shutters—Perhaps the most with conflicting goals. oared. Individuals who are employed city's historic preservation office whereas historic prototypes would shuttering system the most significant common and inexpensive form of 7.Normal design review procedures in the staging area should be those wiled a letter to insurance carriers for changes to historic properties persons with the highest degree of specifying the requirements of the have been "Bahama shutters." concern in effective hurricane pre- protection is a home made solution: may be suspended, expertise in collections management. local ordinance which follows the Today's contemporary side-mounted paredness. Systems must be pre-cut plywood sheets. Exterior 8.A crush of construction applications Secretary of the interior's Standards- shutters are solid metal "accordions," approved for use by local codes, be grade plywood should be at least one- . may overburden officials. Archeological resources may be ele for Rehabilitation. As a result, special whereas historic prototypes would appropriate to historic character, and half inch thick,with at least four 9.Inspections of historic structures vated and brought closer to the surface cash allowances were made to accom- have been side-mounted "Colonial be practical. if an approved and inches overlap on the sides to provide Tenrpornr;y shutters are usu- appropriate system is too costly or room to anchor it to the building. may be carried out by persons with because of a storm surge, malting modate the expenditures necessary to shutters." ally of plywood (not considered an requires more personnel, equipment, The panels should be precut and minimal or no qualifications, includ- them particularly vulnerable tothe retain the unique character of the ing volunteer structural engineers damages wrought by heavy equip- building. approved shuttering material in areas or storage than is available from the drilled so they may be fastened to and other experts from outside the ment used to clear debris. A thorough under the jurisdiction of the South building owner or staff, then it is anchors permanently installed in the area. inspection of time grounds in areas pre- l'he building owner should never Florida Building Code) metal, or poly- impractical. Many institutional, wall construction as the storm vionsly identified as archeologically- conclude negotiations until the carbonate panels. These panels museum, or commercial buildings approaches. Label each shutter with The preparation of an emergency sensitive can prevent inestimable unique cost considerations applicable require the installation of connectors with approved temporary shuttering its corresponding opening to save plan, and preliminary contacts with damage. to historic resources have been • and tracks. systems never put them up during a time when it is needed. Holes governmental officials can do much to addressed. hurricane warning because staff, after should be drilled around the overlap• avoid these negative consequences. . Permanent shutters require the least a reasonable contribution of time, area about two inches from the outer • pre-storm preparation—a significant abandon the site to tend to their own edge and spaced about twelve inches • consideration for large, institutional homes. Also, it is a dire mistake to apart. Make the holes bigger than • and commercial buildings. Permanent have a system that requires special- the bolts so there is some room to0 , shutters cost more and at present, few ized skills,equipment, or lifting play with. Washers should be used of these systems are considered histor- devices. The availability of such with the bolts upon installation. 13 MI ���t't' --ant� ` •*���3"`, m J + � ',Am-4 77e root bail of uprooted tars often Stainless steel is a good choice for Huri.zonial RollingShrrtters—In this g ^, i1,,•.- �•llll,(1+!� t ,•. ��` ' o tl T .� T rz�'enls arri%arls rrnc'nrrhed by the c/orirr. Iiild\ tic as it will not rust from con shutter, top and bottom tracks are'*1445,...i --— Lr• �'' • tt J T. Herz'an archeologist Ha/I (- �. .� `I �. . J tact with salt water• attached permanently to the wall, the A I �, ® N c� / examines the root bat/ or arri acts. tracks extend beyond the frame of � 1 = �` �% �\� e` � ' / �� r ' 0 "lb install plywood shutters on con- the window, and storm shutters slide � ! -, ''F� r �, :��I .all,. <;�t j, rrjp, >S?.7r. ..; ,. ,4 i 9'. ,..'r;--V ..;--- : Crete walls, marl: the walls bef�)re into the tracks and are left penny T�— J K , ;� 8` T$y�$�[+�'i' r,:. l': �r r.. Y - ,•is drilling the holes �t'hile someone ncntly in )lace. d i HI •, s e ,. "1i,ti ‘` is ,.- .1, 1 -• , f ,0A,t :i. I I has s`'stern of pet-- T r 't,' ' holds the shutter in )lace. Holes ulanentl iL.% ;. FFr } ,1 A,�+. .,, ''' 'al •�v tt_Q.1% ' ;l i L � ' 1 }' installed tracks allows for a �. - `','�j. �,1 � {�1{1 • `7�t 747 _ ,r`4 t ��• ��' 't` 'r ibn should be drilled in the structure, not rclanrcl`'easy installation, as it ! • ' rtir . ',t - ,t: tt,,y ') : in moldings or stucco which may not requires only the addition of clipsL i e ;'` . tg ` • .) ' `. -1'3 .. '1` I i1;+L' 'f be secure. On brick buildings, be when preparing fora storm. Building F 1 �/ 1 1` th sure to drill in the mortar.joint, not owners must evaluate whether or not 1 -ir.�'�4yfjyRt � \• "iy 4. A_ Ir a t i l�, ELEVATION �\"'; , ,, - 1 •.?� •,.•.A t •.1 l•� t• tlic 1)1 1k. "I�liiculCII IC:Id aI1C'hl)is ;11 lhC Shllttcl'ti aft appropriate to the COLONIAL STYLE SHUTTERS 'tom �4 } c•`, , t 9 4' li *}. % ,,, Icast 1 1/2 inches long should he particular building, as permanent +IttT 'v -t.4 -' , + ,• ITT"i oS g�; -�. fit,{ )' , ,* h t- ,} ' ,� j%'/ , # r2� ,I t ' :r o •,', �. ' , ,� • • use(I. \\:Ishers at least (Inc (I) inch in shutters may not he characteristic of _ 4 AG{ I x,r y, z `'` x, ' ,; ;�. 'fit , �, )�} ��� outside diameter should be used with the building type. t t� .,.,.,.1 1 ,• ,: 4,1.; ,. i,'�;), k•ve 1Xe9 �' ti all screws and bolts. Fill the hole It-- ' '�I _.- •`"''' : `-'k4• v•to•. tL,� 1 :r -Vr .` I ,,\- 1'at: with silicone caulk and insert the I ----� )- k,� ` .\ �l Y' j t Ii iii i, rrlb, ��� • anchor immediately CO achieve a c '\ ( // \ 4 t f, r f� s anchor im Seal. \ �� �-7 �? '"^~ Y!1..' .... ' r,..\31i1 - . y o �' ��\ '=1 :;L DOUBLE HUNG WINDOW IA: J =I SIDE HINGED LOUVRED SHUTTERS f r+'P (• <j °� �4 ;`i. l {` 1�t'(y s to II1SC8ll Shutters on wood frame __I �\ i �I PERMANENT �/ `y t\r ,';, ``: , ,��-. '� •1,y z�, t:j buildings, use wood screws that arc at J v _ °' S f7� )'1:1 t , . : .. least one-quarter(1/4)inch in diameter, I Bahama-Style',Skaters—This decora st' �' v;,,,`t- and at least one and one-half inches live louvered shutter is hinged at the _ T• r L-,. T \• , , • ` long(#14 screw). Washers should be at \ top and permanently affixed to win '4,` V s 7; least one inch in diameter. t .j dows. The shutter hangs low over the "�.�� ,` ' .+' ' " t ,�lG} r L+ ELEVATION window and in quiet weather condi- `' C' a :'� - HORIZONTAL ROLLING SHUTTERS lions is left open. Ll a storm the shut- 1 Where anchors are used to secure the I • • shuttering system, holes should be ter is lowered and fixed to a storm bar carefully and uniformly located to - at the bottom. In Key\Vest, the ■Give a cop}'of the emergency plan ■Identify storage areas for shutters Communications y I „El Bahama shutter is frequentlyoriginal their visual impact. Colored r f to the fire department and other and sandbags, and ensure their r vinyl plugs can be used in place of > < to the building. This fact is not sur- emergency agencies that might be accessibility for personnel ■Consider investment in a cellular silicone caulk. prising as many Key West natives needed following a disaster. responsible. phone system or a shortwave radio. Colonial Sl1'Ie Shutters—This type of migrated from the Bahamas and ■List contact and emergency phone I!Ensure that personnel have been ■Ensure the availability of portable, Plywood is not approved by building shutter becomes a visual feature of brought with them this shutter which service to utilities such as water, specifically assigned to take special battery-powered radios in sufficient officials as a shuttering material in the building. In some instances its is a vital part of this vernacular frame power. sewerage, telephone, and protective measures with objects quantity for all essential personnel counties that follow the South Florida louvered design is appropriate to the style. It is not suited, however, to gas service, as appropriate. Identify from the collection. to keep track of weather conditions. Building Code because it cannot pass design of the resource it protects. many commercial buildings, masonry a roofing contractor, building con the impact test previously described. The shutters can be made to approxt vernacular types,or frame residential tractor, and skilled craftspeople Supplies and Stockpile Transportation In counties where it may be used, the mate the appearance of wood, structures. The shutters are perma- nently to an emergent}. nently affixed and require no storage,plywood must be anchored securely although they are generally fabricated ■Establish the location and phone I■ Identify and stockpile materials and • Identify equipment that can be or it will fly off. When making holes of steel and plastic. but they are not suitable for garage or number(s) for emergency shelters. equipment necessary'to adequately used to transport personnel and around windows and doors of historic entry doors. •I lave the number of insurance prepare for storm threats(e.g., materials. resources, take care not to damage Again, the building owner must con carrier ready. visqueen"I.M,a plastic sheeting of ■Develop alternative traffic routes ornamental surrounds. Remember sider whether colonial style shutters Aluminum Awnings—A popular type in at least 4 millimeters in thickness; for both evacuation and to assist that while plywood should be pre- are appropriate to the resource. the 1950s, aluminum awnings are per- Storage Capabilities(on-site,off-site) shutters; tape; plywood sheets; personnel in their return when pared before a crisis, it is important to Properties that do not typically have manently attached, and are lowered and Protection of Collections 2"x 4's, etc.) advisable. v avoid insect infestations by storing this shutter design should not be sub- and fastened in place when a storm ■Prepare a checklist of hurricane the materials in an area where they ject to the introduction of a false his- approaches. Again, the design of ■Evaluate contents and fragility of supplies. Inventor'supplies Shelter will remain dry, off the ground,and tonic feature. As a result, vernacular these shutters dates a property and is resources and collections,and if annually. away from clamp masonry. frame buildings and Mediterraneannot suitable for early vernacular wood- deemed practicable(and as time ■Identify an area for personnel who Revival style buildings are probably frame or masonry vernacular buildings. allows) provide for removal to•a will remain on-site during the ro- are in When aluminum awnings a )The following types of shutters are not candidates for this type of solution. g PI more secure storage facility, either emergency and ensure that physical manufactured in galvanized steel or priate to the resource being protected, on or off-site, depending on comfort items are readily available aluminum. While steel is stronger, it they provide a very practical and con- resources and emergency conditions• when necessary. . •is also match heavier. Weight should venient method of protection. be considered when evaluating the personnel necessary for installation. Accordion Strutters—Accordion doors Flooding and Water Damage Sandbags or flood shields should be Developing an Action Plan STORM SHUTTER are similar to the roll-down shutter in installed around windows and doors e • '..nLa I that they are left in place perma- The effects of water borne by storm below flood level. Shereen Nlinvielle, An action plan outlining the steps to /� —HINGES — �� nently and fold against the side edge surge and the heavy rains that accom- director of Shadows-on-the'Iechc, a take in the event of a hurricane is / I r \ or at the center of the window or. • 1111 pany hurricanes can result in serious National Trust property in Louisiana, essential to reducing damage and / j . j door. 'They are usually housed in stir- consequences for the historic suggests that if sand bags arc not should be developed for private prop- / SHUTTER face-mounted canisters. Again this resources long after the immediate available, potting soil will serve as an erty and public institutions. Building / 1 g ' : �— --ir 4 — shuttering system is visually intrusive crisis has ended. Storm surge can adequate substitute. owners should document the physical / I — I D . and should be considered only for weaken Inundations, and standing character and assets of their property. 1 : those openings that have little impact water may compromise the physical Drying Out before an emergency occurs by con- --_` I I T I i on the appearance of the historic integrity of the walls, ceilings and . ducting a thorough self-assessment. I TI 1 , li L . resource. floors. 'The damage from rot, rust, Natural ventilation is the least damag- Damage assessment in the recovery ELEVAON I ' - T,unr s—I and spatting can be reduced b}� mcaa_ ing process of drying out saturated phase will depend on how well this BAHAMA STYLE SHUTTERS ELEVATION l . TACK 'I sures taken following the storm to areas. Fans may be used to speed mission is accomplished. Both video- STORM PANELS begin the drying process. The this process by moving interior air to tape and still photographs of the DOUBLE HUNG WINDOW National"[Yost for Historic the outside. It is very important to be resource will not only make dealing TOP HINGED LOUVRED SHUTTERS Preservation's Information Booklet extremely cautious of electrical with insurance adjustors easier, but PERMANENT - Treatment of Flood Damaged Older and devices used around water. Trying to could be the only surviving record in a Historic Buildings contains graphic, in- speed the process can lead to less worst case scenario. Both interiors STORM SHUTTER DOUBLE HUNG WINDOW ,..._ do th instructions for the care of wet than desirable results. Industrial dry- and exteriors should he exhaustively METAL PANELS P plaster; the treatment of saturated ing equipment may cause permanent documented, and include collections Roll-down Shutters—The roll-down _ �,D -+ wood framed walls and floors; the damage to wood and plaster. of furnishings, art work, valuable shutter type is probably the least treatment of damaged historic wall Likewise, the use of heaters, without papers, and other objects or materials adaptable to historic buildings. The ELEVATION papers; the measures that may he proper ventilation, can actually of consequence. ( g ACCORDION SHUTTERS taken to reinforce foundations both increase the relative moisture on the shutters are enclosed in a horizontal r inside, and read the moisture clam- The following outline can be used to \ 1111111111111 a u hcti,re and following a Hood; aul the p beasing and are simply rolled downI }�� �■ and fastened to a storm bar before an I¢ c problems that may be encountered age further. develop a specialized action plan. with exterior paint, particularly if a _ impending storm. Saturation of Interior Human Resources/Responsibilities onsibilities sealant has been applied. P ALUMINUM SHUTTER Because the shutter is actually Building Materials enclosed by the casing, the apparatus New Shuttering Methods S • La general,some basic precautionary II Identify persons available for the tends to be bulky, intrusive, and inap measures will mitigate the disastrous Water may become trapped in wall preparation, duration, and recovery Storm-Panels—Storm panels are gee riate for historic s The shutter industry is constantly consequences of water intrusion. It is •cavities and saturate insulation mate- stages. erally fabricated of aluminum or steel. propriate u ive,g ' It upgrading and evaluating the perfor- important that the owner or manager rials. Insulation that has been satu- ■Develop phone lists that include The lower the gauge(for galvanized might be considered for the rear of mance of different systems. The of a historic resource be aware of the rated should be removed. Drywall the numbers for relatives if employ- steel)or greater the thickness (for alu- house, or auxiliary and storage struc- systemsthat has been saturated will probably tares where it has little impact to discussed have been in circa- likelihood of damage from surge. P ) ces will he moving from their own ninon) the stronger the shutter. A lation for a number of years. As new Local building departments use flood need replacement. Plaster applied to homes. track is permanently installed above visually important elevations or pri components, materials, and methods elevation maps (published by FEN IA) walls and ceilings may survive ■ Establish a clear chain of authority. the window or door. When a storm mary structures. of shuttering become available, build- that allow building owners to establish depending on such Factors as the Alas- ■Make assignments based on the threatens,a storm bar is fastened to ing owners should consult with a the height above sea level for their ter mix used, the skill in application, nature of the property to be pro- the bottom. The panels slide into the STORM SHUTTER shutter company, the state historic particular property, and therefore the the degree of saturation, and type of tected. (For example, the master track and are then fastened to the boa- preservation office, and local building likelihood of inundation. lath used. plan for Vizcaya includes the names tom of the storm bar. department, to ensure that the system of individuals and tasks they are to • eoX` J T—PERMANENT BOX 7i is appropriate to the situation and The simplest and most practical In every case, extreme care should perform, and identifies the spaces The panels are relatively easy to store `.I 1 -- --� building. method of protecting significant be taken to protect the individuals and sequence of events that each and handle. The permanently ) resources is to elevate them above the working during the drying out is responsible for.) installed track may he painted to • chars/yield'El/polpcarbonrrrteatorm • level of the predicted storm surge. if process. Many materials used in roof ■Practice airy-runs. blend in with the wall mass twirl I r-y w ! , panne/— Phis transparent, lightweight the building has more than one floor, ing, insulation, floor tile, and plaster - cffcetivel}'. This type of treatment \ Mastic shuttering system, was materials and objects is maybe contain asbestos. Proper ventilation l ') preciousj" Outside Contacts may not be appropriate for door and a j . \• accepted by Dade County's product moved above the areas immediately and protective clothing should be . window openings with ornate stir- control division in July 1994, and can at risk. Objects that cannot be moved important considerations in ensuring •List emergency officials in the rounds. Remember that the staff to fl- withstand the strenuous impact test should be wrapped loosely in plastic everyone's safety. town, city, county,and state for install the shutters must be available 1 I required by Dade County. This flexi- to avoid condensation problems. The assistance in recovery. before the storm strikes in order for ELEVATION ble system may be mounted directly plastic should be removed immcdi ■Invite officials on site and share this system to be a practical choice. ROLL-DOWN SHUTTERS or with a track system and is identical ately following the storm. emergency plans with them so that a to the storm panel system. 1111 . they will become familiar with any special needs. DOUBLE HUNG WINDOW ROLL-DOWN SHUTTER PERMANENT lashings (a thin impervious ['later- Laitelscd eC/dces •;?u~ 4 " he Clearshield system direct mount b-Gui4iog Hrri id!.terliytls ial uu•d to ptcwcnt water penes a- requires the installation of tracks that 'ion let\wecn the tact and walls) Although there are no guarantees in planning for the survivability of a portico- are lightweight and easily handled. should be inspected to ensure that Myth: Windows should be opened Fact: Opening windows is incli'ec I gar plant ur tree species, there arc scale species that weather hurricane forces Because the panels arc transparent, the base Ilashin g. countcrtlaslsirsto equalize pressure. dye and frequently contributes to f better because of their shallow or deep root systems and their taller or lower • . they allow natural light into the build and wall I ishings are in good condi- crowns. •I'he following types of trees have been found to withstand Florida's mug and will not rust or corrode. in further damage. film mid not damaged or deformed. hunricane season better than others: fact, the system may he installed Myth: The safest place to be in a • Fact: I lurricane winds can come from before any threat of severe weather hurricane is in the southwest corner any direction. 1)uring the storm the I he loop sal la .12 itself should be hurricane Resistant and remain in place for the duration soi\r•\cd to identify splits. ridges. In gencr:ll. trees with low crownsof the hurricane season. of a building. safest place to be is in a small interior room with no windows or skylights. n Inll,hlin". In a membrane roof and expansive root systems 1,'„I: 1•,1 it,w• !:pots on agmet,are Peisforr7/r'd nu m/srliens--I)cyelope(1 • Myth: Chimneys should be kept open Fact: (;hinunys should be sealed „t „ . ,I t, 1, :I,nllr d ttic I,l;n, • I,i„ r);II ', r ;\plc,' I\I:nll ncs Sabal Palmfor the security industry, perforated ,',I n.% id n,,• nl " ,coding." to equalize pressure. shut including chimney- caps and Palmetto family . unlbo I,inlbn Red Maple (fast growing) metal screens have been adapted for 1S access hatches at the base. Similarly hurricane protection panels. They I,, I., , , , I, rn•. t Ina Ilpshin and Ilan ric:me Susrc plihle differ from other panel systems in that wind turbines can be dangerous if' I,,,,•, „o it • .I ,•i,ll, :uoti['II tl,• not capped and seemed as they ,give In r,vneial trees withtall fall elo\wlls apptuxnllatcly only 51 percent oldie ,a., sin,' •11 thenip, :Mil In •: panel area is solid steel, with the high \winds access to attics. and !'bailout loot cytiterllti t,. rl,• t i, i; I,ali„ remaining 4-9 percent being a void, Myth: Applying tape to window Fact: Taping windows affords little pin,,-..;: ' „rf„II;. Slash. :\usualians ,hart ',IndI,onl, leaf Swecr ('urn providing a high degree of visibility I h.' ,,, <• .:,mean 1, made. the l ig_n: t I i,al I', ,ijanlin,I to brittle tree) and ventilation, similar to a window surfaces will serve to protect the glass to no protection against the impact of from breakage. wind-home debris. It can help to I,,,il•l„i• „•• net c•In dccidc ['.whether screen. In appropriate colors the con alleviate the threat of living glass, but -:I'„I ,' l,,i,; ill lie adequate to salts . figuration of the historic window II,•• t•,• I•I,•,,, ,,, ,t heth:'1 ICp1:lt.',:al:•Ilt I 1 remains evident. 'Hie panels are in tape must he removed immediately the ,�tllei hand, snapping,and \s e+itll buildings, the key to adellt:lte following the stuns to avoid hernul I . i„ .,,,I.., Ialli,gl.. lit„I„ font aces placed too prepay:uion is the tontine tint! condo_ one piece, custom-made for each cl, ,_ to a fnildin„ (an c;nr;e signifi- n:,l nr..lintenance of the landscape. opening, but are lighter in weight --- sent damage to the glass. can! damage. Additionally. the root What may be a healthy tree may in than comparable panel systems. /7r, /••l,,;c ,)/ 11/1/ j,>IHi c pill:tine ol'sonlc uv es ma\ acutalls fact he s,.•ase:el intctnalls ;\ loop "Storm Shield'. In- Exeter, has been /.rnui1i,itrd ll mdoretr—'1•he shuttering reinforcing to ensure their protection. ,u/ /hi / ,6n,-/;',r/,i' I I l used with some modifications on industry is developing transparent I•hc bracingof these elements is damage tad dis pItice foundation con- terns, proactive landsc•a pe ['road, struc•tion. •1 fee roots damaged or meat plan is the only way to defend F upper floors, thereby avoiding the materials to be used as glazing so that made inlinitcl\' easier\\hen de\ices I.,Il 1, Il,r f manes are critical n, his- weakened by such sire improvements against damage that could he caused • • need for ladders and bucket trucks, shutters will not be needed. can he installed before the danger t„air• I,l„p1•oies. often providing a crucial to installation in hard to reach Generally, the products employ-a occurs. Often, a temporary home- as sidewalks or driveways are portico- by a poorly maintained landscape. ! , „nt'At f„l the lesotnce. I'laIltarion;. I locations. Since the panels are nut "sandwich" of glass and plastic for the made solution may be more practical lady susceptible to uprooting in I ?; I"I ,-.ample. existe"I as micas tinder strong winds. I'lunin is one way to I:ccp trees solid, they do not relieve the window window panes, and use reinforced for historic properties that cannot be , iilti•,:nion •.\ilk trees. crops. and healthy. It helps trees weather storms of all water infiltration and wind resis- mullions and frames. Made names equipped beforehand. Florida's plants and without these landscape For some historic resources the by allowing the Wind to blow through lance requirements. Currently the include l-)upont's Sentry Glass and Architectural Preservation Services ,•I'allenrs• t.\onld lose some of their species of trees and plant materials rheas, and by removing weal: or dis system has only been approved for I\lonslto's SAFLEX. 'These perma- Section, within the Division of nl(•:nlinc,.. In II)`0') Hurricane !Ingo may be important to the authentic eased limbs that are susceptible to metal windows. nent laminates can be added to exist- Historical Resources, recommends llpl,toterl and downed 8,800 square interpretation of the site In that case breakage. Selective pruningis best ing or new and require no that supplies for emergency re pails he ! g glass, I # I agile, of dinner(roughly seven tinges the choice of giant material may he accomplished during the growing sett- STORMpre-storm preparation. The cost for kept on hand, and suggests thy •ii: of Rhode Islands. I)rayp,n ! I g € g SHUTTER ! Bests the most limited. For I)layton Hall, much of son, according to Richard Campbell, new- products is much higher helpful materials are eight LS) font f gall. a ':nli„sal [rust property in the landscape was not original ro the curator of tropical fruit and extension — than for standard windows. They long 2" t :h nl,a, ,. ;loth Carolina. lost 75 to I l g y 1"s, and I'z ti' sheets of one property and following its huge losses horticulturist at Fairchild 'lir)pical ['lay be useful, however, for those half inch Cl)\ plywood. �T•iJ ibT' `:II p•„ Ill of its flee cove!. Wind. •")"�. after I hurricane Hugo, there was an Garden in Coral Gables, Florida. lyli ;� /.i.: areas that are inaccessible and diffi ,t„In„I •:lrnlati„I), and the health of ,), )urtunity to replace felled trees Priming,should be done carefully by `'1 .'' ' cult to shutter. These new shutters By strengthening the latching system the rtC C's ro„t sysrcnl \were factors in opportunity I ;� 14 with more authentic species. l:na\\'led cable persons, as drastic ;k��,,: ,Yiti °e� are designed to deflect flying debris and spreading the wind load around, deP framing the sup-ix-ability of the `'' '�' ;,' Lanckrlpe plans should :always be pruning can destroy- the production of �,;;,<, ;¢ and the impact of the projectile nil\ doors and jambs on French or double inrll'.i,lil;tl tte'e'C. .\t I)tayro11 Hall, the _it:¢:12:552�.•!:.!!55+1.i.5. .e� ewalutated in terms of consistency tree canopy, 'I lees attempt to ['lain „*r.;,..:orf actually bend or distort the window doors are better able to withstand bur In_I' Ili 1.' oaks .ill(I red cedars. which g.Q•,<•}f•�:Yr < with the mission of the property. rain a canopy roughly- the size Wianse- 70! ; frame, which would require its ricane pressures. Surface mounted br;,,•r.l lisric ill\ have massive root ter) of their root systems and when }' replacement. slide bolts can be added to the doors, s•,-v,-•n,,:, pto\ed Icss wnlneral)Ic• to When trees are planted close to his- o\-erzrllous pruning occurs, the resultI' rf �t;•tt,, and should he installed on the inside hnrli, n,•• tot/.es. writ: resources, it is inlpnrtant In con- is over thick, overabundant, weak I - Door Shuttering Systems of the weakest doorways. l\ecp in sider the maximum height the tree growth of the nc\w COMM'. \\'pen —• mind that doors so equipped will no I lrn il,t, 11ir•.b ‘‘Inds. errs can both \e ill achieve. l)Iayton l loll s ►oho pruning daring hurricane season. I)ouble doors, French doors, and ' longer be available as emergency ,i•I•.vt pncl Itatrll ItIIIIdIIIgti. lIc_Ilth\. ELEVATION l' Kidder. superintendent of buildings make sure the debris is removed from garage doors present problems in exits, and this solution therefore may o,•, ; !pooped It,.•d around hnildint,s CIO and grounds, recommends that the the site and disposed of properly. If a • • developing protective devices. not be appropriate to properties that •.,•1,• l„ d,-Il, , t a significant amount tea: not he.. taller rh:nl the height of storm develops, loose debris c;ul takeI)ouhle doors and French doors arc serve the public and need to maintain I'f r11,• h1lltil•ill,••,- 'lesrtucri„• force' the building itself. Bight ;tad becomevery dangerous in especially vulnerable to wind pres- a means of egress. high wind. suite. Similarly. garage doors need Where slide bolts are not practical, Protection Measures for Roofs that deal in roofing materials and sys- carefully,as roofs can actually be 3.Gutters and downspouts should be 4.For flat or low-pitched roofs, an wood 2"x 4"s can be bolted across the tems, the article stresses the useful- lifted and fall back in place, with checked to see that they are open on-roof inspection should note its inside and outside the door. Always The peculiar durability of roof forms ness of pre-disaster inspection and only the exposed nails left as cvi- and directed away from the build- general appearance, with particular be sure that the bolts and demount- such as hips versus gables, and the maintenance. Key points include the Bence that the lift had occurred. ing. They should be of adequate attention to the coping,joints, and able metal angle clips are anchored inherent vulnerability of overhangs desirability of conducting an inspec4111 III size to handle the flow of water. flashing. Coping(the protective either into the block of a concrete require careful consideration in esti- Lion/survey of a building's roofing sys- 2.Building interiors often provide Scuppers(an opening in a wall or cap, top,or cover of a wall, parapet, structure, or the frame of a wooden mating their resistance to hurricane tern on a regularly scheduled basis, clues that the roof is leaking. parapet that allows water to drain or chimney shaped to shed water structure, and not just into the dry • forces. Generally, hip roofs seem to preferably twice a year, in addition to Stained ceilings and walls, damaged from a roof, or the device placed in and designed to protect masonry wall or ornamental moldings. withstand winds better than gable those which should be conducted flooring,spatting mortar, paint blis- such an opening to prevent clog- below from penetration of water designs. That is partly because there after exposure to severe weather con- ters, or insect infestations indicate ging of the drain) must be cleaned from above)should be well To reinforce garage doors, vertical is a less broadly-exposed surface area. ditions or after the installation or that the roof system has failed. - and opened. attached. supports (like storm bars for shutters) In a hip roof, angles arc created when repair of rooftop equipment or corn- should be installed behind the door. two sloping roofs meet to create the ponents. Prior to severe weather, Single-wide doors need one in the . hip. Low-pitched gable roofs are roofs should be inspected to ensure middle,while double-wide doors more vulnerable to uplift than steeper that adequate reinforcements are pre- Steep gable roofs often experience structural need two or three depending on the roofs,as the principles that operate to sent in the structure. failure at ridges or gable ends where the strength and width of the door. The cause an airplane to fly are the same wind's suction forces are high. Hip roofs /14,vertical supports can be constructed that create the uplift as high winds The inspection should include the withstand winds better than gable designs. PLYWOOD with two 2"x 4"s nailed or screwed engage a low roof slope. following actions: li igr,�11 SHEATHING I WIND / together, and should be long enough V I I� (� II I I� flll9 I IIIto extend above the top of the garage Building owners can lessen the 1.Inspect the underside of the roof ( wIND II 1 / IIdoor. \Vith the garage door down, impact of hurricanes by inspecting for evidence of water penetration. II I1 II'IIIIIIattach a wood beam at the bottom and maintaining their roof. In 1988 Structural cracks, loose coping, or I wNo / / using two strong"L" brackets, bolted : the periodical, Technology and out-of-plumb walls could mean the and anchored deep into the garage Conservation published a "Guide to building has settled, and that the floor. The top should be secured with Manufacturers and Suppliers of roof slope no longer leads to drains, two "L" brackets anchored into the • Products and Systems for the which creates "ponding." Addition- concrete or frame of the structure. Analyses, Repair and Replacement of ally,walls that are no longer straight - Existing Roofs." In addition to pro- can lead to broken flashings. viding an exhaustive list of companies Following an intense storm look • = . j pical wind impacts to historic corner- a oR°NGUE S GROOVE OTNINc cial buildings include damage to exposed ANCHORED TO TRUSSES parapets, low-pitched roofs,roof acces- 45 DEGREE BRACING \ sorYCs,windows,doors,and storefront AT GABLE ENDS IN WALL SHEET METAL �b�,* ����\`' windows. HORIZONTAL BRACING �' � AT EACH TRUSS ,-,..,// 0... �te\4,41 . ` — HURRICANE STRAPoolf / \ S'' .:. '-'4 •4-:\44111% ''' .....pi4",>.;-,01/ L Ark . e I�I4111111/0/ ''. ' / . 4t li • /44* �i #I(, STOREFRONT \ ' \\ AWNING T0.�'a OR E4t i I fD TO R�(sP�tr/ ��1111 lijk-''''''''''' ' � �,o K'a[L V . �"KD H • III QS m :fg��' I� tS 3O a �'{P SER`v.A rI,O{N�a B.OARxD:' z.� ^ d� , Z nan''.e�s�'`a s.,P*^ .._z'.. ^ae#aKr A. �-t �t 3 s X' sx- fi STAF MEMO"RANDUM � � �� �� ,r ..�...r� .....er.�..._...w�.r-...c._....,o..,..F........,r..,.,..�__..��a `���,� s�.�a°Kr,a...,a.,��.: �c,.:.�.,..�2,.s SUBJECT: RECOMMENDATION TO THE PLANNING & ZONING BOARD REGARDING A REZONING REQUEST FOR THE FIRST PRESBYTERIAN CHURCH BEfiFOR;ETt zErBOARD * t k M The item before the Board is that of making a recommendation to the Planning & Zoning Board regarding approval of a Rezoning Request from RM (Medium Density Residential) to CF (Community Facilities) for the First Presbyterian Church and the adjacent Fisler Property. Since the Fellowship Hall was designated to the Local Register of Historic, the Historic Preservation Board is being asked at this time to make a recommendation to the Planning and Zoning Board on the rezoning request. BACKGRO UN:D1'AN'A° The subject property is located south of East Atlantic Avenue and extends west of Gleason Street and east of Bronson Avenue and contains 3.3 acres. The First Presbyterian Church was originally founded in 1924 with the construction of the Mediterranean Revival architectural style building and was the first church to be built east of the Intracoastal Waterway. Located at 36 Bronson Avenue one block south of East Atlantic Avenue, the structure was originally the sanctuary for the congregation known as the Gibson Memorial Baptist Church. It was later purchased by the Presbyterian congregation and was renamed the Community Presbyterian Church. The original structure remained the Presbyterian sanctuary until their new church was constructed in 1977 at 33 Gleason Street, just to the west of the original building. After the construction of the new sanctuary, the original building became the congregation Fellowship Hall. On November 16, 1999, the City Commission designated the Fellowhip Hall and the adjacent garden (on the north side of the fellowship hall) to the Local Register of Historic Places. The rezoning request incorporates the 3.3 acre church property and two existing residential structures referred to the Fisler Property located at 37 Gleason Street. This property is currently under contract to be purchased by the church. Meeting Date:June 6,2001 Agenda Item: III.0 Historic Preservation Board Memorandum Recommendation to the Planning and Zoning Board Regarding a Rezoning Request for the First Presbyterian Church Page 2 The subject property has a Future Land Use Map designation of Medium Density Residential and is currently zoned RM (Medium Density Residential). During the rezoning associated with the adoption of the LDR's other churches and similar facilities in size and land area were given CF zoning designations. Similarly, the existing church campus at that time should have been given a CF designation to reflect the existing use. Pursuant to LDR Section 4.4.21(A) "The Community Facilities (CF) district is a special purpose zone district primarily, but not exclusively, intended for locations at which facilities are provided to serve public, semi-public and private purposes". The existing church serves this purpose and the proposed CF (Community Facilities) zoning designation is deemed consistent with all Future Land Use Map designations and the existing use of the property. A residential zoning classification such as'the RM designation is only appropriate for small churches or single purpose structures and not for large and/or multipurpose churches. As the church has been in continuous operation for the nearly 80 years on the property and contains 3.3 acres the CF zoning designation is more appropriate. R<ECOMMENDtE.D , ACTION Recommend approval of the Rezoning Request from RM (Medium Density Residential) to CF (Community Facilities) for the First Presbyterian Church and the Fisler Property. Attachments: • Location Map y ...• BEACH CLUBS a '-- EAST WIND 654-‘' BERKSHIRE J L., Q N.E. 1ST CT. U R l y : Z ._ z > BY THE SEA Q N GROSVENOR I I m C ` 3 HQUSF ____17 C LOWRY I STREET MANOR HOUSE N.E. 1ST ST. LI CONDO VETERANSFIR s\ DELRAY SSUMMIT GROVE NO.STA. PARK Q l CONDO W ATLANTIC CONDO N PLAZA /�\ L., ( - Q c Z 1 0 BARR TERRACE SPANISH CONDO RIVER DELRAY BEACH P,HAR I DTT RESORT ATLANTIC AVENUE w V✓ATERWAY EAST lluIi!<!IL w vI I COMMERCIAL 'a CONDO 1' =am a �� 4�v� �\_ C BSIMININ BAR ! JL . I Ia I HARBOUR c ��A�k CONDO �.W, .....S 0 I S.E 1ST $T MIRAMAR I STREET L� `o FISLER_ t PROPERTYI , DOVER HOUSE CONDO 4. I I Q I Q OCEAN PLACE I I a CONDO 0 I m ICOCONUT ROW I I I I z S.E. 2ND Si. r ` �INGRi HAM AV%NUE J I i Li r i I I I JARDIN DEL MAR w C� j CONDO I V SEAGATE I i OCEAN TERP,. TOWERS 1 Li y I I O rii i ��NIAISISIA Li IS T. ''-1 z ( WINDECE E HOUSE S.E. 3RD ST. I I I PAY I l I I STREET N --simr- FIRST PRESBYTERIAN CHURCH OF DELRAY CITY OF DELRAY BEACH, FL PLANNING S ZONING DEPARTMENT -- DIGITAL BASS MAP SYSTEM -- MAP REF: LM3BO HISTORIC PRESERVATION BOARD :. STAFF" MEMORANDUM SUBJECT:SUBJECT: RECOMMENDATION TO THE PLANNING & ZONING BOARD REGARDING A FLUM AMENDMENT AND REZONING FOR A PARCEL ASSOCIATED WITH THE ATLANTIC GROVE REDEVELOPMENT PROJECT. ITEM ;.BEFORE" THE BOARD The item before the Board is that of making a recommendation to the Planning & Zoning Board regarding approval of a Future Land Use Map Amendment from LD (Residential Low Density 0-5 du/acre) to CF (Community Facilities) and rezoning from R-1-A (Single Family Residential) to CF (Community Facilities) for a parcel located at 36 NW 4th Avenue. The requests are being made to accommodate an off-street parking lot associated with the Atlantic Grove Redevelopment Project. Since the majority of the Atlantic Grove site is located within the West Settlers Historic District, action on the Site Plan will be by the Historic Preservation Board. Prior to action on the site plan, the Planning and Zoning Board will take action on the requests for FLUM Amendment, Rezoning and Conditional Use approval. The Historic Preservation Board is being asked at this time to make a recommendation to the Planning and Zoning Board. BACKGROUND /ANALYSTS The 0.23 acre parcel is located on the west side of NW 4th Avenue, between the Greater Mount Olive Missionary Baptist Church and the church's parking lot. The adjacent properties to the north, south and west are zoned CF. The entire block to the east is zoned GC (General Commercial). The property currently contains a vacant boarded-up single- family house. This contributing building was constructed c. 1921 as the parsonage for the Greater Mt. Olive Baptist Church and was located to the rear of the church. It was moved to its present location in the 1950s when the church was enlarged. On June 21, 2000, the Historic Preservation Board tabled a request to demolish the building until site development plans had been approved, or a proposal was submitted to move and renovate the building on another location within the West Settlers Historic District. As stated earlier, the HPB will take action on the site plan for Atlantic Grove at a later date. Although a decision has not been made on what to do with the subject building, this is not relevant to the proposed FLUM amendment and Rezoning of the property. RECOMMENDED ACTION Recommend approval of the FLUM Amendment and Rezoning. Attachments: • Location Map \\misrv001\departments\planning &zoning\boards\hpb\atlantic grove flum recommendation.doc Meeting Date: June 6,2001 Agenda Item: III. D. CITY ATTORNEY • MARTIN LUTHER KING JR. DRIVE N.W. 2ND ST. > > > > > > > a Q a a ¢ ¢ > Q — o z N I- 1 - I- I- CITY ', CD i til � N) HALL Z I— N.W. 1 SI__711111Av ST. N. 111111111111 - z z COMMUNITY z z milEimmurli. • CENTER 111110 1111=111s — r" . �� § FIRE 1 ___ TENNIS Z �oc0 STATION ' STADIUM P N 0. 9 ; ������ • ATLANTIC AVENUE I II POLICE SOUTH I COMPLEX COUNTY — COURT > hi HOUSE Q 'a— w Q > — Q Q — o I—In N - — } S.W 1ST ST. S.W. 1ST ST. — I N. H- f I > co Ln ¢ — o i �— D- r� N FLUM AMENDMENT AND REZONING �1111111i111"-- FLUM AMENDMENT FROM:LD(LOW DENSITY RESIDENTIAL,0-5 UNITS/ACRE) TO:CF(COMMUNITY FACILITIES) CITY OF DELRAY BEACH. FL REZONING FROM: R-1-A(SINGLE FAMILY RESIDENTIAL) TO: CF(COMMUNITY FACILITIES) PLANNING & ZONING DEPARTMENT -ATLANTIC GROVE PROJECT BOUNDARY -- DIGITAL BASE MAP SYSTEM -- MAP REF: LM518 ADDENDUM TO HISTORIC PRESERVATION BOARD STAFF REPORT Project Name: COA-444, Ice Lounge (tenant ) Chris Chicoyne, Authorized Agent Project Location: 2 East Atlantic Avenue Southeast corner of Atlantic Avenue and Swinton Avenue, within the Old School Square Historic Arts District (OSSHAD). ITEM BEFORE THE BOARD The action requested of the Board is to approve COA-444 to allow the installation of a tenant sign for "Ice Lounge" to be placed on the building at 2 East Atlantic Avenue, pursuant to LDR 2.4.6(J). This report addresses the changes the applicant has made based on the direction of the Historic Preservation Board at their meeting of May 2, 2001. BACKGROUND 1_ At the meeting held on May 2, 2001 the Historic Preservation Board met to consider a sign for the "Ice Lounge" to be installed on the west wall of the building at 2 East Atlantic Avenue. While the Board approved the materials (stainless steel and mirrored Plexiglas), the application was continued and direction was given on the general dimensions and character of the sign's design. DESCRIPTION: REVISED SUBMISSION The relationship of the sign to the building has changed from horizontal to vertical and measures 24" in width and 72" in length. The lettering on the sign, instead of reading across now reads up and down, following the shape of the sign. These changes are consistent with the direction given by the Board on May 2, 2001. Meeting Date: June 6, 2001 Agenda Item: IV.A. Addendum to COA 444 Signage for Ice Lunge, 2 E. Atlantic Avenue Page 2 ANALYSIS AND CONCLUSION SIGN REGULATIONS AND DESIGN GUIDELINES LDR Section 4.6.7(E)(2}(b) addresses "Conformity with Surroundings" and states: The scale of the sign, in terms of area shall be consistent with the scale of the building on which it is to be painted and the neighborhood and streetscape where it is to be located; but in no case shall it exceed the height limitations set forth in Subsection (7). This will be the fourth revision to the design made by the applicant. In addition to describing the actual sign, the illustrations provided now also address the relationship of the sign to the proportions of the space on the building that it will actually occupy. The change from a vertical to horizontal orientation better relates to the proportion of the building. The windows directly adjacent to the sign are long and narrow, and the sign is of similar proportions. Further, because the building is two stories, and the width of the sign is narrow with a minimum of letters, the sign dimension seems appropriate in meeting the intent of LDR Section 4.6.7(E)(2)(b). ALTERNATIVE ACTIONS 1. Continue with direction. 2. Deny with reasons stated. 3. Approve as presented. RECOMMENDATION Pursuant to LDR 2.4.6(J) and based on positive findings to LDR Section 4.5.1(E) and Section 4.6.7(E)&(F) approve the design as submitted. Report written by: Ellen J. Uguccioni, Historic Preservation Planner • SUBMISSION OF JUNE 6, 2001 xy �— 1 i lr,Y �.77....n....141 4d 'JX µ 1 j ^� ` :•; :1'h YYal wv ,n 1i0��R4 1:�K , ff �f K rr�71M:r y.'�'..,�^"" -'• 4,1 '. '� ,"• r y P" . N 11M � 4'.. � ... 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'• ... ..,' 1,,,..;.,,i,,,.;- ./•.,' A 11;,,-4'•••'t.••••.17; *-1,4'...,:l-1.4,,.::.: .:-...1''':,:'4,1,7";,At. 4'....••-..,,‘,Air,---1.., ..',4.,,,,,q __.. 1 , (^' 4 :,) • 1 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Project Name: COA-445/2001-094-SPF-HPB (Continued from May 2, 2001 meeting) Pineapple Grove Professional Office Building Francisco Perez-Azua AIA, Authorized Agent Project Location: East side of N.E. 3rd Avenue, Approximately 680' North of N.E. 4th Street ITEM BEFORE THE BOARD The item before the Board is consideration COA 445 and the associated landscape plan and design elements for Pineapple Grove Professional Office Building, pursuant to LDR Section 2.4.6(J). The subject property is located on the east side of NE 3rd Avenue approximately 200' north of NE 4th Street, within the RO (Residential Office) zoning district and the Del-Ida Park Historic District. BACKGROUND At the meeting of May 2, 2001 the Historic Preservation Board considered the COA and the associated Class V Site Plan, landscape plan and design elements for the construction of a 9,294 sq. ft. office building, associated parking and landscaping. The Board took the following actions: • Approved a waiver to LDR Section 4.4.17 (H)(3) to allow six (6) parking spaces to encroach into the front yard setback, and to allow the required 4' hedge to be reduced to 3'; • Approved the Class V site plan based upon positive findings with respect to Chapter 3 (Performance Standards) of the Land Development Regulations, and policies of the Comprehensive Plan with the following conditions: 1. That two-way traffic flow be provided on both the north and south parking areas, that a 12' wide drive aisle be allowed on the east side of the building and that the eastern most parking- space of the south parking tier be striped as a turn-around space; and, 2. That a declaration of Unity-of-Title be recorded prior to the issuance of a building permit. The Board tabled the landscape plan and design elements, and provided comments and direction, which are further discussed in the Analysis section below. However, the Meeting Date: June 6, 2001 Agenda Item: IV. B. COA 445 (Continued from May 2, 2001 meeting) Pineapple Grove Professional Building Page 2 Board did approve the colors for the elevations and trim as presented with the condition that the dumpster is painted a dark green rather than the cream specified in the color samples. Revised plans addressing the Board's comments have been submitted and are now before the Board for action. LANDSCAPE PLAN The Board continued this portion of the application with the following direction: 1. That there be more of a landscape screen on the north and south sides, with trees spaced at 15' on center intervals. 2. That there be an eight (8) foot hedge screening the dumpster; 3. That a "streetscape" planting occur along the public sidewalk; 4. That shade trees, spaced at 30' on center intervals be located along the public sidewalk; and 5. That the lighting plan include fixtures that do not exceed 14' in height. In response to the first recommendation, the applicant has increased the number of trees along the north and south sides to provide a tree every 15'. The vegetation screening the dumpster now includes a ficus hedge. Streetscape planting has not been provided. However, in addition to the Pigeon Plum trees proposed at the entrance to the parking areas the front walkway, Pigeon Plums are proposed along the west side of the property, adjacent to NE 3rd Avenue. The provision of larger shade trees, such as Mahoganies, along the west side of the property will provide the desired street tree planting. Therefore, a condition of approval is that along the west side of the property Mahogany trees be installed rather than Pigeon Plums. A detail of the light fixture has been provided as well as location of poles, and a photometric diagram. It is noted however the size of the light must be reduced from approximately 21' to 14', which is attached as a condition of approval. The landscape plan provides a variety of landscape materials. In additional to the landscape material discussed above, the landscaping along the west side of the building includes Montgomery Palms, Yellow Tabebuias, Pigmy Date Palms, Tree Crinum and Bougainvillea with Liriope, Allamanda, Lantana and Wax Jasmine underplantings. Pigeon Plum trees will flank the walkway with Parsons Juniper underplantings while Foxtail Palms with Tree Crinum, Bush Allamanda, and Lantana underplantings will flank the entrance to the building. On the north, south and east sides of the building Montgomery Palms are proposed with underplantings consisting of Jamaica Caper, Wax Jasmine, Boston Ferns and Dwarf Schefflera. The perimeter landscaping along the north, south and east property lines consist of Green Buttonwood trees with Cocoplum hedging, with Ficus Hedges and Parson's Juniper along the west side of the parking areas. The proposed landscaping within the COA 445 (Continued from May 2, 2001 meeting) Pineapple Grove Professional Building Page 3 landscape islands consists of Live Oak trees with Wax Jasmine underplantings and Sabal Palms with Silver Saw Palmetto underplantings. The revised plans also reduced the number of parking spaces in a row along the north side of the property from 11 spaces to 10 spaces, which now complies with LDR Section 4.6.16(H)(3)(i). DESIGN' ELEMENTS The Board continued this portion of the application with the following direction: 1. That the massing of the roof be revisited so as to be more compatible with the residential scale and character of the neighborhood. 2. That the shutters be operable, and be raised to the top of the windows 3. That the entrance vestibule be revisited 4. That the entrance arch be eliminated 5. That the dumpster be painted a dark green rather than the cream specified in the color samples. 1. Roof The architect has responded to the Board's comments regarding the general scale and character of the previous submission by modifying several elements of the design. The first submission showed a continuous side gable roof that extended uninterrupted across the entire length of the building, relieved only by perpendicular extensions of the outermost bays. In the new design, the roof is articulated so as to give the appearance of sheltering three independent pavilions. This is achieved by configuring the central pavilion with a hip roof, and transitioning to the intersecting roofs of the flanking pavilions using crickets. The roofs at the flanking ends appear as front gables, further helping to create the illusion of separate and distinct buildings. Dormers have been introduced and pierce the roof at regular intervals, further emphasizing a more residential type of character. 2. Shutters The shutters have not been modified from the original submission. The shutter should be extended the length of the window, including the transom, and is attached as a condition of approval. 3. Vestibule and Storefronts COA 445 (Continued from May 2, 2001 meeting) Pineapple Grove Professional Building Page 4 The previous plan illustrated five (5) separate entrance porticoes that extended out from the building, and serve to focus the entrances of the building. The doorway possessed a flat head, and a metal grille that extended across the frame. The new entranceway possesses a segmental arch, and eliminates the grille detail. In the previous plan, each of the tenant bays was fenestrated with a rectangular glass panel that was broken up by vertical mullions and a transom. The resulting effect was similar to a retail storefront. The current submission eliminates the expanse of glass and substitutes either a single rectangular window with six lights, or a double panel that gives the appearance of a casement window, a more typically residential window. 4. Arch The entrance arch has been eliminated. 5. Dumpster The dumpster will be painted the dark green color. LDR Sections 4.5.1(E)(7) and (E)(8) address Visual Compatibility and Building Scale with respect to new construction within Historic Districts. Although there are still certain details that need resolution, the revisions have resulted in a better plan. In this case, the designer has had to reconcile the vastly different proportions and scale of a commercial structure with the character of a neighborhood featuring small-scale residences. The design, with the revisions accomplished, meets the challenge and can be considered a worthy addition to the Del-Ida Park neighborhood. ALTERNATIVE ACTIONS 1. Continue with direction. 2. Deny with reasons stated. 3. Approve after clarification of the items still not addressed. RECOMMENDATION A. Approve COA 445 and the associated landscape plan for Pineapple Grove Professional Office Building, based upon positive findings with respect to LDR Section 4.6.16 subject to the following condition: 1. That the tree species along NE 3`d Avenue (west side of the property) be changed from Pigeon Plum to Mahogany. COA 445 (Continued from May 2, 2001 meeting) Pineapple Grove Professional Building Page 5 B. Approve COA 445 and the associated design elements for Pineapple Grove Professional Office Building, based upon positive findings with respect to LDR Sections 4.5.1(E)(7) and 4.5.1(E)(8), subject to the following condition: 1. That the light pole height not exceed 14'; and, 2. That the shutters be extended the length of the window, including the transom. Report written by: Ellen Uguccioni Historic Preservation Planner CODE n°" Pineapple Grove Prof=-onal Perez II i wY ol..n+n t .0 ueu Nil514.9 PAW CIX(./MIMI(�crn DI.SIg 1 : �� �a.� Ov =.r...... MAIM.3l[cn¢c u.(.alnrw[[a3rrn Building INC PC LC en ,So Al OM aucs.Ncanaros,MO COVES luYrlc Yxsoerw be a,:.WA..a.rs L. on.a,.w.c aa,... 1`t t1.1p.1 OCl19ANCT OMF:111Y AIIC MITI cru 525 NE 3rd Ave. me oaMl IR.i M.waa` - raxsllaclxaI tnc:u�lenllnto DeYey Beech Florida .o- M.•"a' R a.a.3 .aI...1 TA&1LA11ON DRAWING MR Ni SW.IW pQ(IECVUL ..mev. IL mtwII III/S. ... 1.00 .a x. ...MCa .al Pal MO ...n.. iF.11 -P..... .a 0...a1b rtS w°w " W W.. .1, D .......WI MIX. a.w . "V0IP1 a� .Iwt b.t .(,... -P.M... 0 :1 . w.aw ... = . .n..9 . W C w l GENERAL NOTES: Q WOOD AND PLASTICS: .1.Ii..¢wl a Ka m...w,./1113.., 9.PUSHES 12 ELECTRICAL, O 5 z ,n v�nu"ear AI.Y..M 3°,1ru 1 lu.uaz M.O.3"•°CSa r.0l.0 IA.II...r.r`a:,35 raw •® I..,,..w«rNa.c..r,OASIS I.lr a...,.S 00011v„S..I..S ,....11 a M L.S.CI 0 m '.���. ..� WM Mnn P.M CA' sl.r..x..w PAP Yw wl i PLO i.:ii:a;::• •.¢.a.w1l..rt r... �• J a r'ailr«e�;x"w`•iv �wai`x n.:.:m3':Saa. �o If5cn1.1;:•b.Alin..na,r..,m brc .004 n. 4151w°oi..1.(S1.. "w5°e.Y°.ure..rnn Ott` r"`[.tr.rn-.a.n w rtla.�ma..n wu l3 on.u CL a n a..v 1u PPM MOIL.PI •I POI 4111 a..3.i x wi.awl ll.l.G'A,r..O.lv..r¢3.aa.K awl a1 lrb l-1f v Z P RSV ..1.b M..11.1.S.0..33IP Tani.u.v UM. `•+W°a....< an:c.IS 11.73O01.nc.SP. 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Nttt....Stow aubb Ern.n.`�, 3 NO.LP..Ara.SSn u110 n INC..uSet .�v®1...I PAX 9 t.4W 30. ....0u4 Tarn .1.0....0,. ....Y0......a....m0.^ m1G `x.Opt 101Hb1.o-mv ¢W 010.1 It...wc-....1..IPLMO S.WS.tn[a,rl bl.31. roe.cawfrtL,i 'rl. u el . .v vn.aO"3""` cM.,..n(.br...awa..cb x..a1 iw°`f1irliowi(.1°(.olweRa° xxro`,acsn .al a..oc.I a«..r.a.b . :1°.nm�rr,"n,iac"w1 ......1.. o....nw.c:.a a..uis mvrtwrt bn..... 0. b ra.o1.PPP.1¢VI 31...,or 9 MWO H.S.( N« 1DGa"•' 7.THERMAL AND MOISTURE PROTECTION ";'; �„irr�^;^ F;;2.,„;.;, '"" •.^a+•a.,a..,.s,a.u»«.5 ar...uw.wn(c a>....,5,.5 �W. .1.1.1.1010.31. MO Y..,R4.a S.s.u.Sun 0....MAU al .K...rac..mll...u,r.nn.ctr.3uel.v. .raa9..(rw11a... b�3cw1...1.....N,0KS a.1[....00 a vu1.01i 1f.c Sa4l.Swm a was.wKyr ....w00.• as:our.s.Jce r.3zwo w.rav ls.ws win ...,.n.?MS �Y.....° Krm.M,v1a..Y.wca0.1 MS.11.3 PO.a.[mc ll as n33 (ra b...a.fb.v1[Mlflhul .I.. ?mum 011 PP aar.w x[0nwa.N Nn¢<nw.9atl.1. l3¢aa9.l.a lli vwt[Nn.O.a,t i0v0.t..o M-.. OMN Y.w.an«nnt>wam.w°tr :. 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WM bSmOc....vv vOo.•. 10 WWI. a...i avx awl MY.f.lu 9.11[ss 1.1. tl u(.+IS Y0 M1YsbRb.I1(o aoM. -w I ...n la row. .nu 14.N...1a0.0 SANS a Maas we 011.41,..a..n.N0..1.b..10•34(..Stl a IS OM n,W M.�+a.n aan.".aa"n o a x!c.w.cn.1 MIL ono 03v.00 m.c na.a a..tl: 10.SPECIALTES. a D.° a 10.14 v..n i�i.¢�.0 .Isla lsl nr¢S.ln......Me ....0a.lm an lau0a.w.WM u.-.O a.nr.larwa..u«r P. .var.Iv Elul.VW.0..x..t..... pa[m nw tlur¢u nr3a.[a.1.t..YStI .a[ [ 0L I¢P qw..(.m. Wit St M¢.ra.1M1.a Nu r4'a WO. RUMP u..w.0103.a.rmM....cars p:ut o w.o ✓. °...su«ant0n:i..<.¢wn,r.xn.Slulval.0 .•.a0i..i M..m... :«Mo�`o: 'Na" "> ... Mr,aK. .wa ala,da[Io 6.DOORSANDWNDOWSI tt6£CHANICAL: _ 3.....,.q rMS.SIA.[3>..tt.PM..CP 0.W1M a.t+3m «1 P.Y,ut4- F.«.mw«o.... 11a1.e13 mza a1.v11.w 3a 1wru.wa amn nn¢.x s.. s. TITLE uew[(m�.cv�M.s i`; a0*a 1�x0.°.ac.n417,L,-,4 1a0F... 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PK,Aoc .c la¢5 !wf P...M=oc..: 4 MASONRY I °.na.1. .°w..1w.w. �"-j�°M .301 YtlwcW boon No on Sm,.n3 UM.201va II..N.40 WM IV II.. a.m.NI.1. N0..0avc OP. -P'kYI 'sr 5A£TALS1 ala.. .114oCl.3a.., 19w,.. a.al«1a3.. a..... ^•,1.>1 ..law1Y3.«Sb..1 ,, _---_. A000 �• ' Mt DATA; Perez ,I /r r`'` /+ 21Am5c IMa1�f N0-BEE.07INL[Yi1CC '// ,1 \\ / We.lar Siff: 3001 SF. Desig +' "\ ACNAL LW Sff: 11,5615798 1q,.r.ft. NC, 1 1 ' ..� i CR 095 A(NE5 ,w. ._... u.x•r Ka-w~ _.�'� ...�� _.-._.. v'''i • N,2111.l l01 COVERAGE:ICS AaCn.laC Tun N w. 010 .,.;. .uu 1 .-_. 1,— __Sun 11F.JN AVE. ,un 1 •?n .o-VAnxx•1A ----i Q ... -- "'t-------__y_T — 5EE341(Axd11429 •.a. BU9024 ARM 9,291 SP. 2122 . DRIVEWAYS 1 PA4(9IC:1,7J6 S a cz \ -- 5 F. 92x ` I l `� - -— — ,. .._ ,. �\� ` WOSCAK 12.376 S( }11x ..moa» OE SPACE Ftif J00 SJ. l'fW 9,291/300.71 SPACES 40E70 yr .v .n. r`,., _ 350.1r ; ��1 —__ • j � �= +; P,iO.IDN YNixu1C•78`.PACES 1. .a.a1_ Y 1 w.1,..1 4 ' ,al u, 1 -•••-•• ._.._.._.._.. — —.__.., _ _—.._..—. tr, IUhJFIP Jff 1 PACES PI n j u"'" SfN:0+N0 Jff•26 SPACES i ,: .'..Ce i - —V' .Senr,� - • '. .i. l 1�If • .r.:::t.. :�a to pt� A1eA wYN 1 gg r - ` , a< 4 I 6 tires 1 1 ,. f.,•, . a,• ..s �� - - .. it i aer',FEE cunnAnrnS ED i �,' • '( aryl Auri airs aAY° € r� Z • _ I . s . i t1 w - .1 _. m ... ` \ \�dAT9 BEY 6 i• • { 11154 0 cc m -t �.:"'°'° I. e h f A i •,� i • - V� `""`^"' _l„' °"4 V• c S um; ,.1; .. .11... i BAY a iisB s w a K �l 4 »,w_! F �<_' .. :�Ii --- — moo'; • ,wn.rt a — Z • m 1 ,r9 I w sn N ao..'nu" 41 +• { a i �1�< ,�t'1 c. I a 'y Z LLOws u9 i.f N .,., ..,1 w„arial ,n, .g.w1 .»n.�'\d», In. a : _11 iq H F1040A EASF COASI FAA NOAD • 1 H-F++;4++++++F+HH}+++++++kn+u 11111 111111 1 11 1 11 1 n 1111111 n n n 1111 11 n 11 n 11 iI I I u n I I I I H I r I r+Ntn 11 n+H1-Hi ii it++Hii++++++FH+i-+M+++++H-F+++++F+I-F++1 H++H H-+HH-F+++11 tFu 1111 1111 SITE PLAN S:xY:r•:4-6. . r CONSULTANT SITE PLAN Surf uw a1Wa1WWW1a�rOWY J. __ ....NONWO • I __ 3+5 1/9. ,, I_, 17� P.....n Jill ' + b •.V. .w..: 1 7. 1 ne'.e.No.01 1• /'-�,.If wart upuw pwi.l SAc4 1 , 1 L '1 f7 �I� I.1 1 ro.Jl �• /fQ P,a •r41NN 1 ern I -Y.I...�/ '7� i 1 P•„i,s PM-Al ✓O.AAa aafi • ! .. .w.y r..A P.,,, ruy�Al rla`4— i I - ._ I ? 'd MT.a ....�nityl ''I I M1,i'P..s141f I yl N.w1.CY • ur/t•IP Ir unrt` 1 , PA n art _ ur c'/` ...I,r. _..1 --rt. .. (LPwf,.,l t ' , ww.V IQ P..ic.0 y —_- 1A1 tl-u' '9 o Ix•-o' # o _ P Kces A79'yC W_ I ,rY n _ - L I .! � Vr Iv.Aw r..us yl J I \ �, qE . rill ... Nue:u..4 arr..LW ILA �n s.f° , ,� ,� ' _II , . 9 Ili h 1 II fIP-, u•..•a.,xa rm.w / 1 ,c,.c I r.: o tl-o•r-o+'} I_..°'° r"u. o.l_ a'< o• ,[ rN�- `ECaON `�""�""" —1— 1 LOCATION MAP A100 ThoOl. °=--` 2 I DUMPSTER WALL v 1 I DUMPSTER ENCLOSURE 3 STANDARD PARKING LAYOUT .A.. rt•I' 1•••• km... 11.-e , 111, Pdrez t , • .-- ii " td, — ?t -d-h. ii — .“.._ ,.!:_,-. ,,,, e., w.IF 4...c.____,_:.• .r.r _01,_ ____L:rr.ir. j.-4:,, .r-_••, fi. 'I.< jri-ov-r,r-r, r-r r-r dr ,r-r r-r,r, r•s•, r-s- , r.r I, r: r-Or , I,, ri I, r •r , c.a. 4 r• , •- ,I i• 4 r-r 4 r-r p-m,r-r4r-r 4 s•• , s•r , r ,r-re-re4 . . 1 1 I I 1 '1 1 111 '11 il il 1 ii „ 11 : 111 1, i' 11 ' . 11 I 1 I DesigINC AlICHITECTUS • I I I I . I i I: I I I 1 il I '• 1 1 I Ii I I I I 1 I 1 NAYS NI IL Or I• . .I I I I I II I I I II I I I : I 1 i I , i I . 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PI11-11 4=rt;rt.:AV Tor''" pasril•- 01-00"'''=.1.5.:af'11.77iFS.:1174::$7et ..r;11 A^41g, Ed.":.•=•=1.7.;:fg=., A210 . . . . . . . . . . . • d . . . • . . . . . . . . . . d .. . Perez Design j { i.d, . .a..�.r y Yncmr■e r un l ill yT v l i x>va . L w w >.aut �1 Gs Ilr a+Sxa _ - I Jr ..._i .1_1 yY 1 J1'> L r4� 4' ' 41, .d..rr y41 l ' n1i s__ ._„ , W ..our N.,77......lr, ',. i .0.4 Owl [3 \\wI 8 $ 'a 4. p' r T .. O ' rli i tn.a-I{ .. t } '17 ;L.�Y.� l} 0 ccc m a + w ¢ o T iry'.. T ,.� s r nfil ,� f T a o CC I 3 3 41'� y ;Il w ui ju$ + -cur ti ;,. �. ,I i I.. /w' YJ� �ilY / - i; Y iiYS I n. r f , ROOF PLAN 4 „r.cr C... ,,,., ROOF PLAN vr.i..l u«.w.: Ji0 0.+I. rr.N.l xa101-002 Yr. 0 A 1,.....s 01-00:G .VIA.d IA./IM _JM/m ., np9ol • A260 Pere • Desi .. w .. ARC1.111,CT .1-------,"-,k 001/11,1[9.• Oro 0 • . I HI; 11,1 Illi! lill NI il 111111:)',, W ' Crl I .1 II fTi '111 ill 1 l 1. 1• 11' 1 ' 1 I 1. 1 i' I, W .. I — - 0 ' , .„•:,.., .....,-,r+ (..,_,•• —,_ c, (,, c, , .___ 1 . .. frilll L' L - LI LU :1 0 iil 0 1 !E w f'._ - 0 -20: 1,-...„ lc CT) 1't: —\-. !rsL) • ''. tli ,11 11' ...741-1.. -\\1 , \ ,--m •A(-.) ,,m ,,in ' %In ,..u_i \ m •o m. a z IL CI lal > ..1 0 EAST ELEVATION(REAR) 0 = z cc ca VAL IN.r-0. 0 < ...I W WC a ,i Z Ce C. 0 rq, ar" co- Lz' 11.1 CO C. o V, , C- r" 1111, I,/, c.D,, i, • . , . .. ' " . ',. 11 1! — ''' : 1;1111 1 1 0 1 1 ' '' / ' 0 / , El 1'l'4 l's.' .. 11'11r,1 111 (..4 1 1L1 -7- 1 ' l'i . . i • _L__A 1 I ,I,, 1. 0 0 , I I .1, I I Kj'''''''''. t1 I I I ki.,.... .j- L_, W 1 .:.;,r,a ,, _ — . (., .....- V,.... t " E)_i=7----'— _1J-1 r,,_ , p.,1 __: T I 11:1 7 cl F Liiirk - --I-Li- , ,M. 9 1-17 -4 - 9 ,i -I- •i•-•1 7 -- ; „ _ . - , E i••• .1, 1--. i• -f .; 'ffl-i II . MA HI. '1-=',- 1' i ' ' r • ] , . (,„ , ., ., , , . , ,, :. , . ,, .....tu ! ,„ . COI.51111.1•M — 1- — M \ul i—'\I-1—1 ---1 1 1 , — r.-)-1--—I—P " ri-7-IV ' 0-1 , 1 — I'.1 4'- --,:I -.4 ____._, 0 G.) -0) \( )\0 0 0) \ \ \ ,) CLI ELEVATION WEST ELEVATION(FRONT) 1...1 IN•fir Peal..114.0“, 110 Prvioal No.-002 EXTERIOR ELEVATION NOTES. Ow.E. 01-007 I rjliesell mro IN, ... r•-/....'..." IL/....'........ 0........‘”(- .. (.1........... M..‘......... L"..).,...... 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K 4+a.,uwy...N.....m { L"'• "n �— it"'1 ........ �......w....F •a I.. `'".wa.s'r"-u. .Nnm..l.trA / •'»":.•I`� I.I.;E.,. t•.1...Nr�t ��} ..rat. -A :. l � -1 1 f E,I�A r w _•••MIK,.uuE--,v I. tw uw. c.I '.`u1 I li ,,,, ""PAVEMENT JOINT 1P..•.� 411— „. L. // 1L rr V. 1( JJJ� f'PYM„:: li , 4E Yp (C WN rat[. _—.-❑ MCI•, J f I L,uM. �—•-� 'y(' a -. L NI/L OGLL Nw1 �„ 1.i l W. PII/IAx>.T a.two ��_,.{�/'.a...a.u. . „Y[ SO[wN N.pw If '�C R �x.,, N..u. uu a,�i...w..iw Ii"w.n wKu.r. PROJECT PARKING LOT PAVEMENT SECTIONS —I"�fE,Nc(,'r°C'A -fIi1 c[r=N'°" %LvA�,,,�,� xEwnE• oaov/ r y 112��1fl�NlfpY•l�4',Y(.E�L War..pYxu naL3aoNu SUN --------- :- Mr.=IpI[M-' µNr"••"" ryui asld a .F _33JNE�Meat i G-1 •R P.N. . r 1 - •"'"°.,.w. 1ma SIDEWALK CONSTRUCTION ;1Pr L. // ii — t u...=A E:iy\.'NE• CGHCRE TE ONIloEWAY APRON J E — -- ,•-• OCEyM._YCfua -- S N E[1 C O N I[ J w N.t •:lt. nw its..+.ra {I OETA42 r,at.o'.`$.'.'"'"" 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Yd.oJ'NY I^_I ""•.' ...... ..... `�' nlG s:r:7ut"anott.autt o �ni rot CONSTRUCT q r �•,111.1� �I t—U _ �� �� , �SL /G�az� ❑ CONSTRUCTION t Nat „, y rat t .f rf'` F , ❑ISSUE CATS 2/11/0I 1 wat.� S'.:SXJY:::� ^•• ."..r...w,. �.c"t at: Yw�: �" .. tap 1 d'..µig— .ru....r.rtiar. "W imumn'�io We�.il •"W i. .IIfiWWwt ILL 1.....1.1111416314.P�$ fq YIECI 111112 NU �CRVICC CONNECTION DETAIL TYPICAL CLEAIJOUT DETAIL TYPICAL WATER SERVICE CONNECTION it NU nu REDUCED PRESSURE ZONE BACKFLOW PRE— uE c-1 ....: --,•-c .i* * ' - . . . . 2,- ri Imenal = e ARMOR PENDANT MOUNT "��` • POST`TOP. OR ARM MOUNT CAT NO DESCRIPTION CAT NO DESCRIPTION ;9,'c PRM2 V3 vertical lamp, type 3 reflector PRM2-PM V3 vertical lamp, type 3 reflector PRM2 V5 vertical lamp, type 5 reflector PRM2-PM V5 vertical lamp, t e 5 reflector t�' r,z t�' y type PRM2 H2 horizontal lamp, type 2 reflector PRM2-PM H2 horizontal lamp, t e 2 reflector 1ss r,t fi' PRM2 H3 horizontal lamp, t e 3 reflector type PRM2type PRM2-PM H3 horizontal lamp, t e 3 reflector PRM2 H4 horizontal lamp, t e 4 reflector type DIMENSIONS: type PRM2 PM H4 horizontal lamp, t e 4 reflector PRM2 H5 horizontal lamp, t e 5 reflector type 20"x 25" dia. type PRM2-PM H5 horizontal lamp, t e 5 reflector 510MM x 635MM type EPA=1.9 WT.=45 Les. IP RATING =54 COLOR$: BALLAST, WHT White DBZ Dark Bronze 175MH uses mo ul'base ED-28 lam s. DGN Dark Black g p ark Green 175 watt metal halide multitap ballast MAL Matte Aluminum VGR Verde Green 120/208/240/277 volt. Horizontal lamp; use a POMB ED-28 lamp. Vertical lamp; use ED-28 ATG Antique Green CRT Corten Custom and RAL colors are available at an lamps. extra cost. Please submit a color sample or 250MH uses mogul base ED-28 lamps . ; RAL color number. 250 watt metal halide multitap ballast 120/208/240/277 volt. Horizontal lamp; use a OPTIONS POMB ED-28 lamp. Vertical lamp; use ED-28lamps. F L_,:,..1-,4' MAT Cast adapter to side mount to a 2" o.d. mast 400MH uses mo u/base E i" r; �4 y arm (by others) a D 28/amps. �'%` rKK ' - ?? xu RST Instant restart ballast for 150 watt HPS 250 watt metal halide multltap ballast 'Yk 4S5; . })'�,.}, 120/208/240/277 volt. Horizontal lamp; use a f lamp (S55). POMQRS Quartz restrike controller and socket for a amps. B ED 28 lamp. Vertical lamp; use ED 28 T-4 mini-cand halogen lamp. a T 4 mini cand halogen lamp. 150HPS uses mogul base ED-231/2/amps PRM2-PM QL Socket for Slips overa 5°(127mm) Field wired to a separate circuit. 150 watt high pressure sodium multitap diameter pole or tenon. ballast HSS House side shield, factory installed 120/208/240/277 volt DIMENSIONS: PSB Pulse start ballast 175, 250 or 400 MH, 200HPS uses mo ul base E 1 f3/amps 40" x 25" dia. V3 and V5 reflectors only. 200 watt high pressure sodium multitap ballast 1015MM x 635MM 120/208/240/277 volt EPA= 1.9 WT=45 LBS. See the AAL catalog for a full range of 250HPS uses mogul base E-18 lamps IP RATING =54 decorative bases, arms and poles. 250 watt high pressure sodium multitap ballast 120/208/240/277 volt 400HPS uses mogul base E-18 lamps 400 watt high pressure sodium multitap ballast 120/208/240/277 volt All fixtures prewired for 277 volts. ORDERING EXAMPLES FIXTURE BALLAST/LAMP ARM POLE COLOR OPTIONS PRM4-PM V5 400HPS • DB2-5F20-188 DBZ LDL 3) 2-PRM2 H3 250HPS TRA5D DB10-5R20-250 BLK • " Refer to your AAL catalog for a complete listing of available arms and poles. ,11 A. A —11 ..„' '`Ir k� 7 METERS F g r. ,...„*.,,,;„7,,,,,.. _ -- . .,-,(1 (�'1• -iti wvu c.--sr w 'I r. • L 91 fit 6 W t ,;n 3 6 METERS i ` >iti • • Y: f A .•e. iyy�� K. ' a „' ' 5 METERS i (411*. it 18 01.0. Yt 4 METERS r; i I •1 Ek, ri `� 3 As 3 METERS II. f, w,2 i o°i% irti 2 METERS • ik R: /c k j" 1 METER lat i I•O I I il • ,,,,1„ ,..,..i..,„;7! Jill L.1 ,..____......,.... _____,......_____. ___ . lot iTIR ,ti,..„,.....„ ..% -I .. , ill :5 4..'....'";'!1)..5 Iii DRM4 PRMN PRM3 PRM3-PM PRM2—PM PRM2 A . :..,.,..„„...•.i.„. �°'-m-vim ' 'A8 TRA5U .TRA7 •- • TRA5D. ' , 115-5F20, BC6-5 DB6-4R14 ` -1DB9 4F1'4 - DB..5 4F16` DB 4.5R20. D62-5F20 f' HISTORIC PRESERVATION BOARD STAFF REPORT Project Name: COA-447 "Da Da" Restaurant Project Location: 52 North Swinton Ave, Old School Square Historic Arts District Authorized Agent: Rodney Mayo ITEM BEFORE THE BOARD The action requested of the Board is to approve COA-447 to allow tenant signage for the Da Da Restaurant at 52 North Swinton Avenue, pursuant to LDR 2.4.6 (J). The subject property is located at the southwest corner of North Swinton Avenue and NW 1st Street. BACKGROUND In 1992 the owners of this property were granted site plan approval to convert the existing residence into a restaurant. "Damiano's at Tarrimore House" occupied the structure until mid-1999. At its meeting of June 6, 2000 the City Commission approved a conditional use request by the new tenant Dada Lounge, to establish a 666 square foot outdoor dining area. On June 7, 2000 the Historic Preservation Board approved the associated site plan modification with certain conditions that have been followed. At some time in the recent past, a sign was installed without a permit. This application seeks to remedy the oversight, and document the process. DESCRIPTION The sign is freestanding, and is located at the northeast corner of the property. Twelve- inch aluminum channel letters spelling "Da Da" are mounted on a slate backing that hangs from a one-inch rectangular tube welded frame. The height of the sign, measured from the ground to the crossbar at the summit is five feet, four inches (5'4"). ANALYSIS LDR Section 4.6.7(Signage) : Pursuant to LDR Section 4.6.7(E)(3)(d), when considered as part of a site plan approval, or modification to a site plan, a sign may be located totally within the ten foot Meeting Date: June 6, 2001 Agenda Item: III. C. COA-447 Signage for Da Da Restaurant Page 2 setback area provided that: (i) that the sign height is not greater than 7'; and, (ii) the sign area is less than 20 sq.ft. The sign is set back approximately 5.5' from the Swinton Avenue right-of-way and 7.5' from the NW 1st Street right-of-way. The sign is 5'4" high with a size of approximately 14 sq.ft. LDR Sections 4.6.7 (E) and (F) address "Conformity with Surroundings", and "Aesthetic Qualifications and Standards" for signs, and uses the measures of scale, garishness, and potential conflict with other signs in the vicinity to determine whether the sign proposal is appropriate. Further guidance is provided in the Delray Beach Design Guidelines for Historic Places: A Preservation Manual that states in part: "The District's character is maintained when the signage does not cause visual disruption. The sign should not obscure any architectural feature or detail, or interface with the views and appreciation of the building. Signage should compliment and not overwhelm or compete with the architecture." The property dates back to 1924, and is representative of a wood frame bungalow type which helps to create the character of the Old School Square Historic Arts District. Although this residence was altered in 1939 with the addition of a partial second story, the addition is within the period of historical significance for the neighborhood, and the building is a contributing structure. The sign itself is clearly of a more contemporary spirit in its choice of materials for the letters, style of letters, and general design. The slate backing for the sign and the more seasoned color that the metal tubing has assumed are neutral colors that are not in competition with the design of the residence itself. The overall dimensions of the sign itself are not overwhelming, and serve to focus the name of the restaurant as simply stated as possible. The character of the sign, coupled with the name of the establishment helps to convey the uniqueness of this restaurant from others in the area. Safety Determination Required Pursuant to LDR Section 4.6.7(E)(3)(e), whenever consideration is given to locating a sign within a special setback or the standard ten foot setback area, the granting body must determine that the location of the sign does not present a hazard to pedestrians or vehicular traffic circulation. At the intersection of NW 1st Street and North Swinton Avenue the freestanding sign encroaches into the typical site visibility triangle. In this instance, the narrow dimensions of the sign backing (the letters are placed on a thin slab of slate), and the relatively small dimensions of the entire sign itself (approximately 2.5' wide), presents a negligible visual obstruction. Further, the intersection at NW 1st Street and North COA-447 Signage for Da Da Restaurant Page 3 Swinton Avenue is signalized, insuring that a full stop is made, and requiring motorists and pedestrians to check traffic in both directions. The placement of the sign will not create an unsafe situation. The Assistant City Engineer has no objection to the sign location. ALTERNATIVE ACTIONS 1. Continue with direction. 2. Deny with reasons stated. 3. Approve as presented. RECOMMENDATION Approve COA 447 associated with the sign for Da Da Restaurant, based upon positive findings with respect to LDR Section 4.5.1 (E)(Development Standards) and Sections 4.6.7(E) and (F) (Signs), approve the design as submitted. Report Written by: Ellen J. Uguccioni Historic Preservation Planner FroAt Viet)) Sick lieu ,, I) _ ------IF—..---3, ' { I" c rame ----> i2' cf)ak Re) Alumimlin f 11 c S ‘w DD I E .5l 0,-1'e s n (7o.ck. c n% (--- cad's__ c9P (70:_q.n (e.4e.1 d _._ _ I t 17. .-".--T"-----"---7 4_l thi-_s1� tz•- -Nr' cen-1 tilt , '\.("r. -.---- __(,gr(\ei\j)-_____ f 1 / 7- / 1 i ike. t,o4e) -----�; '-.� - i ' I- __- .. - _I 1 ti _-..._... - --I 4 s Q.. y,. P�r�$ � � i b � N�t s 41 � � -F s r j � 'r9 r fit'4 } 13.€� Y Y" c S ict `f3 14 S O�R71, C� P-RESEkAt,Att lfttaCI p r , '� ,,,, sw ar , d G 'k r v t'# � fir* � ! � �,„ 9"rb`^-{+3,. ''� �' ��ysJ� �y �# 'c+n.�nrrd5-s '�`,�,$ vy.� �. .�..r�S+n . s="4dr�ka�tc�kv sr s�r':h��s ���'am ua. x =° = M;EM ORGAN D�UrMS` '��4f,� RPORTr }; Agent: David Miller Project Name: Marine Way Municipal Marina Improvements Project Location: Marine Way, between SE 1st Street and SE 2nd Street 4 � � K 4 .R ��� I;T E'M A B E l`�O�E� TJ� E B 4 A�'R D' >k •� d �`-�:� ` �K � The action before the Board is that of COA-000, which incorporates the following aspects of the development proposal for the•Marine Way Improvements, pursuant to LDR Section 2.4.5(G)(1)(b): • Class II Site Plan Modification; • Landscape Plan; and, • Design Elements The Municipal Marina is located on the east side of Marine Way within the Marina Historic District and is zoned CF (Community Facilities). BA;CKG.R OUN,13 The municipal marina contains 24 boat slips, a 500 sq. ft. shore facility and an 8-space parking area. A development proposal has been submitted, to realign Marine Way, construct 32 on- street parallel parking spaces, renovations to the existing shore facility and associated landscaping. The proposal is now before the board for action. nDEYELb ivf-ENT p:Ab° DSAL ,r The development proposal consists of the following: • Realignment of Marine Way; • Construction of 32 on-street parallel parking spaces along Marine Way; • Facade improvements to the existing shore facility, including construction of a 20' x 10' (200 sq. ft.) patio addition with a trellis on the north side of the building; • Construction of two gazebo features and two arbor features; • Installation of a bike rack adjacent to the shore facility; IV.D. HPB Staff Report Marine Way Improvements Page 2 • Installation of a decorative fence northwest and southwest of the shore facility; and, • Installation of associated landscaped areas, walkways and a dumpster enclosure. C' 'k' a' "hn�*"Ft.. 4 rC..)f"7 F1NDI 40t g. } Pursuant to LDR Section 2.4.5(G)(1)(b)(Class II Site Plan Modification), a Class II site plan modification is a modification to a site plan (other than Class I applications) which requires no review of the Performance Standards found in LDR Section 3.1.1, but which requires action by a Board. LDR Section 2.4.5(G)(5) (Findings) Pursuant to LDR Section 2.4.5(G)(5), formal findings are not required for a Class I or II modification. • 51'7'rE{ PL,,AN `: M.0D1„F1CAI1ON74- A`LYST COMPLIANCE WITH LAND DEVELOPMENT REGULATIONS: Items identified in the Land Development Regulations shall specifically be addressed by the body taking final action on the site and development application/request. LDR Section 4.6 Supplemental Regulations: Parking Requirement: Pursuant to LDR Section 4.6.9(C)(7)(k), marinas shall provide 5 parking spaces per 1,000 sq. ft. of total floor area of any building devoted to marine use plus 1 parking spaces per slip. Currently, the marina is greatly deficient in parking as only 8 parking spaces exist on site where 27 parking spaces are required (24 slips + 500 sq. ft. (2.5) = 27). The proposal provides for the construction of 32 new on-street parallel parking spaces (31 standard parallel spaces and 1 handicap space). With the 8 existing parking spaces (7 standard spaces and 1 handicap space) located adjacent to the shore facility a total of 40 parking spaces have been provided. Therefore, this requirement has been met. Site Lighting: Pursuant to LDR 4.6.8 (Lighting), lighting is required for new development proposals. A site lighting and photometric plan has been provided to ensure compliance with LDR Section 4.6.8, and the lighting is indicated on the site plan and landscape plan. The specific fixture details indicate that decorative, pole mounted light fixtures, which match the style of existing lighting along East Atlantic Avenue are proposed. The proposed lighting will be located along the east side of Marine Way. Therefore, this requirement has been met. 4 HPB Staff Report Marine Way Improvements Page 3 Sidewalks: Pursuant to LDR Section 6.1.3(B)(1), a 5' wide sidewalk is required along Marine Way. A 5' wide sidewalk is proposed along the east and west sides of Marine Way as well as the south side of SE 1st Street, adjacent to the Marina. It is noted that the sidewalk on the west side of Marine Way terminates with a crosswalk, approximately 130' north of SE 2nd Street as there is insufficient right-of-way to accommodate the required 5' wide sidewalk. Therefore this requirement has been met. LANDSPCAP`E :11 N` A�NeA igg14S1 f , * � �.3 . .c..��- � k wrss.h•.:,:ac�v-°`.r`+C�_..n-.v....,. ,_ .,.: .., ,.v � �. .�+a�'� 3.3'..,,` .< ..,.. �P s s°yk'�r.Y Y�°e�`«"'ta5 0` The proposed landscaping along Marine Way consists of Live Oak trees, Coconut palms and Sabal palms with curved trunks. Seagrape trees, curved Sabal palms and Viburnum Oderatissimum are proposed adjacent to the existing lift station. Between each boat slip Ligustrum and Oleander trees are proposed with Cocoplum hedging and Viburnum Suspensum underplantings. The foundation plantings adjacent to the shore facility include, existing Royal palms and new Coconut Palms with underplantings consisting of Lantana, Blue Daze, Indian Hawthorn, Liriope, Dwarf Oleander and Hibiscus. Adjacent to the dumpster enclosure will be Sea Grapes, existing Sabal Palms and Dwarf Oleander with an existing Ficus tree and Royal Palm tree at the southeast corner of the marina. Bougainvillea vines will be planted at the base of the proposed shore facility trellis and Confederate Jasmine will be planted on each of the two proposed arbors. Therefore, the requirements of LDR Section 4.6.16 have been met. It is noted, however the landscape plan must be revised so that the parking layout on the west side of Marine way is consistent with the engineering/site plan. gy _ �.DESI NELEME`NTS ANALYSIS The existing shore facility is being renovated to include a crème colored stucco finish with white painted wood trim. The existing gray shingle roof will be replaced with a green, standing seam, metal roof. New green, operable aluminum shutters are proposed for all windows and the French door on the east elevation. A covered roof entrance with decorative wood brackets is proposed on the east elevation. Along the north side of the shore facility a new white aluminum trellis with support columns featuring lighted cast stone pedestals is proposed. Two gazebos are proposed at the north and south sides of the marina. The gazebos have green, standing seam, metal roofs and white aluminum support columns with cast stone pedestals. Additionally, two aluminum arbor features with white vinyl lattice sides and cast stone pedestals are proposed to cover the proposed sidewalk. The proposed fence adjacent to the shore facility will be a white wood picket fence and is 3'9" high. Refuse Container: A refuse container enclosure exists at the southwest corner of the shore facility and will be replaced with a 4' high crème painted stucco finish concrete block enclosure, which will contain two residential refuse containers. s • HPB Staff Report Marine Way Improvements Page 4 The proposed renovations to the shore facility, the gazebos and arbors will be a significant enhancement to the area and will be consistent with the character along Marine Way. The proposed improvements comply with LDR Section 4.5.1. sf^- �� Community Redevelopment Agency (CRA): At its meeting of May 10, 2001, the CRA recommended approval of the development proposal. Courtesy Notices: Special courtesy notices were provided to the following homeowners and civic associations: • Marina Historic District • Progressive Residents of Delray • Presidents Council • AFSSE;SSMENT A;ND,`CONCL„USIONy s > The proposed improvements to the municipal marina and Marine Way will greatly enhance the Marina Historic District while also providing for a new passive park. Additionally, the new 32 on-street parking spaces will eliminate the existing parking deficiency. Compliance with the Land Development Regulations will be attained provided the conditions of approval are addressed. ALTERNATIVE ACTIONS ' . . A. Continue with direction. B. Approve COA-455 and the associated. Class II site plan modification, landscape plan, and design elements for the Marine Way Improvements, subject to conditions. C. Deny COA-455 and the associated Class II site plan modification, landscape plan, design elements for the Marine Way Improvements, with the basis stated. R'ECO'MM"ENDATI„O;N . d Site Plan: Approve COA-455 and the associated Class II site plan modification for the Marine Way Improvements, based upon positive findings with respect to the Land I HPB Staff Report Marine Way Improvements Page 5 Development Regulations, subject to the condition that the landscape plan be revised to be consistent with the engineering/site plan. Landscape Plan: Approve COA-455 and the associated landscape plan for the Marine Way Improvements, based upon positive findings with respect to Section 4.6.16. Design Elements: Approve COA-455 and the associated elevations for the Marine Way Improvements, based upon positive findings with respect to LDR Section 4.6.18 and 4.5.1. Attachments: • Site/Engineering Plan • Landscape Plan • Design Elements Report prepared by:Michelle E. 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E__In tir..aw .a /!�-� „dig In iiiiiiio, .1.1.........., 44 AIL fig CI——ra &SM.Mg MN -"AIM j1 6I .r z MOW Ag c4AZE60 ELEVATION frrloi 6AZED0 ROOF FRAF•FWQi PLAN GAZIE/30 PLAN ARDOR FsLEVA110N8 ARDOR FaL.W Dna V.•1,1, Ma In.•rt.' w rn.'a rw...... .a..�.N CITY OF DEL RAY BEACH MARINA IMPROVEMENTS (PROJECT # 98-042) 'UILDING ELEV,4TION6 AND FL 4Ng DAVID MILLER it ASSOCIATES, P.A. 4(4 O c► Planning & Zoning Department e, MEMORANDUM qy TO: HPB Members FROM: Ellen Uguccioni Historic Prese�i . ner DATE: June 5, 2001 RE: COA 454 St. Pa 's . piscopal Church The applicant has requested a continuance for this item and thus, there will be no staff report. • HISTORIC PRESERVATION BOARD STAFF REPORT Name: COA 442, Apartment Building Art Nejame, Owner Location: 120 NE 1st Avenue A "Contributing" Structure within the Old School Square Historic District ITEM BEFORE THE BOARD Consideration of a Certificate of Appropriateness and associated Class I Site Plan Modification pursuant to LDR Section 2.4.6 (J) for the apartment building at 120 NE 1st Street located in the Old School Square Historic District. BACKGROUND The subject property is zoned OSSHAD (Old School Square Historic Arts District) and contains an existing four (4) unit apartment building that was constructed in 1925. The most recent land use action with respect to the property is as follows: In November 1990 a Certificate of Appropriateness (COA) was requested to make minor improvements to the building. They included: repainting; window repair; installation of barrel tile on the shed roofed entrance porches, attachment of a barrel tile coping to the edge of the parapet; installation of brick pavers; and landscape improvements. In addition, a waiver was requested to allow parking in the front of the building. The Historic Preservation Board approved the COA and associated waiver on November 14, 1990. Since that time the property is in new ownership. Recently, the present owner installed new doors at the entrances to the apartments and removed the two shed-roofed entrance porches that had fallen into disrepair. A citation to "stop work" was issued by the City as there had been no permit issued. This application seeks to resolve all remaining issues. DESCRIPTION /ANALYSIS The application seeks approval for the reconstruction of the two porches (or an alternative design for awnings), paint color approval; landscape improvements; installation of site lighting, and upgrades to the parking area. Meeting Date: June 6, 2001 Agenda Item: IV. F • COA 442 120 NE 15t Ave Page 2 DESIGN ELEMENTS AND SITE PLAN Front Porches Photographs of the front porches taken in 1990 illustrated what appear to be two or three slender wooden piers supporting a shed roof covered with asphalt shingles. At that time, there was no tile coping along the edges of the parapet. In 1990, the Board approved the application of a barrel tile on the shed porch roofs and also along the edge of the parapet wall then proposed by the applicant. Extensive research conducted by the Historic Preservation Planner in 1990, failed to discover any material which illustrated original conditions. Therefore details of the porch, its supports and the roofing material is unavailable. Standards for Review: LDR Section 4.5.1 (E) (3) states that: "In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. Paragraph (4) continues: "A historic site, or building, structure, site, improvement, or appurtenance within a historic district shall be altered, restored preserved, repaired, relocated, demolished, or otherwise changed in accordance with The Secretary of the Interior's Standards for Rehabilitation, as amended from time to time. The porches that shelter the entrances extend outward and provide relief from the flat plane of the wall. While it is an interesting architectural feature, the veracity of the detail cannot be determined because of the lack of documentary evidence. The most applicable Secretary of the Interior's Standards are: #2. The historic character of a property shall be retained and preserved. The removal of historic materials or alterations of features and spaces that characterize a property shall be avoided. #6. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new features shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. The proposal specifies two (2) 4" x 4" columns, carrying the shed roof. The supports appear almost too slender to support the roof. Again, the pictorial evidence is limited, and is difficult to "read". r COA 442 120 NE 15t Ave Page 3 The material for the roof is specified as barrel tile. Polaroid photographs found in the file illustrate the property after the landscape improvements were made and barrel tile was applied to the roof. The tile coping was not applied to the parapet edge that is capped with a metal flashing. Conclusions As we cannot fully document the original appearance of the porches, the return to their appearance at the time that the original COA was filed seems a reasonable approach. However, the barrel tile surface seems out-of-place in that it is not found elsewhere on the building, and appears as a particularly "heavy" material to be supported by the slender uprights. If the tile coping were applied, it would serve to compliment that detail. However, the Building Official has indicated that the coping can no longer be applied simply with mortar, but must be anchored into the structure. This requirement is a direct result of stricter hurricane codes. To adequately secure the tile, a structure would have to be built that projects away from the building (for example, a shed roof). If this were to be done, the building would take on a character that was not original, and be contrary to the intent of the LDR and the Secretary's Standards. The applicant has indicated that he would prefer to construct an awning over the door, that would approximate the dimensions of the porch structure, but would be covered in a canvas material. If permitted to do so, each of the windows of the east façade would be sheltered with awnings. (Although there is a drawing included in this staff report, an elevation showing the detail of the awnings on the building has not been provided.) Given the information available, staff recommends the reconstruction of the porches (as best as can be determined from the existing photographs, and as shown on the plan presented) with the provision of cement flat tile roof material. This conclusion is based on the deletion of the tile coping because of the issues as they relate to the Building Code. Doors at the Entrances The doorways that have been installed are metal, single leafed, and are readily available commercially. The 1990 photograph appears to have wooden screen door that is divided into two sections horizontally. It had more the appearance of a doorway that belonged to an earlier age. A condition of approval is that a double panel screen door be provided. Paint Color The applicant has provided a photograph of the windows of Old School Square, where a blue trim is used, and the mass color is white. COA 442 120 NE 1st Ave Page 4 Upgrades to the Walkway and Parking Area The 1990 site plan illustrated a paved walkway around the building, however this improvement was not accomplished. The present plan illustrates a brick herringbone pattern of pavers that extend across the front, and partially along the west side of the building. The paver block walkway should continue along the south side of the building. In connection with this improvement, a handicapped parking stall has been provided. LDR Section 4.6.9(D)(6)(b) specifies the requirements for the proper striping and signing of the space. Further, the handicapped space must be paved and a ramp provided in accordance with LDR Section 4.6.9(D)(8)(d). Site Lighting The site plan depicts three (3) light standards that are described as " Acorn type light on 10' pole". LDR Section 4.6.8(B)(3)(a) states that: "In determining a lighting design, consideration shall be given to the architectural and environmental aspects of the facility it is to serve. This consideration shall be instrumental in determining type of fixture (cutoff or non-cutoff luminaire), mounting height, and light source." While a detail has not been provided, the proposed acorn design and height is appropriate for the architectural style of the structure. If the Board does not have a concern, the detail may be approved administratively. LANDSCAPE PLAN The proposed landscape plan incorporates the existing landscaping which consists of Royal Poinciana, Mango, and Live Oak trees and an Areca Palm. The landscape plan has been reviewed and the following comments will need to be addressed in order for the plan to be permitted. 1. Increasing the landscape materials; 2. Providing the current parking lot layout; 3. Reducing the height of the Ficus hedge (along the east side and a portion along the south perimeter); 4. Removal of an existing Melaleuca tree; 5. Reducing the amount of paved surface at the southeast corner of the building; and, Replacing the gravel walkway that leads from the alley to the parking area with brick pavers. ALTERNATIVE ACTIONS 1. Continue with direction. 2. Approve COA 442 and the associated site plan, landscape plan and design elements for 120 NE 1st Avenue as presented with staff conditions imposed. COA 442 120 NE 1st Ave Page 5 3. Deny COA 442 and the associated site plan, landscape plan and design elements for 120 NE 1st Avenue based upon a failure to make positive findings with respect to the Land Development Regulations. RECOMMENDATION Site Plan Modification and Design Elements: Approve COA 442 and the associated Class I Site Plan Modification and the Design Elements for 120 NE 1st Avenue, based on positive findings with respect to the Land Development Regulations, and LDR Section 4.5.1, subject to the following conditions: 1. That the barrel tile specified on the porches be replaced with a material with a flat profile; 2. That a double-panel screen door be installed in front of the entrance doorway; 3. That details of the acorn light fixtures be submitted; and, 4. That the gravel walkway leading from the alley to the parking area be surfaced with brick pavers. 5. That the handicapped space be striped, signed and paved in accordance with the requirements of LDR Section 4.6.9(D)(6)(b) and LDR Section 4.6.9(D)(8)(d). Landscape Plan Approve COA 442 and the associated landscape plan for 120 NE 1st Avenue, based upon positive findings with respect to LDR Section 4.6.16, subject to the following condition: 1. That a revised landscape plan be submitted addressing the landscape plan technical items listed in the staff report APPLICATION FOR A CERTIFICATE OF APPROPRIATENESS HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH, FLORIDA 100 N.W. 1st Avenue Delay Beach, Florida 33444 The Historic Preservation Board meets on the third Friday of each month. This application must be filed by the 1st Friday of the month. -- - r� l w �`� Address of Property -�/ . _.__ix one clear picture :.-. t. �1 In its It';---:._ i\Z v.' . m_ it , . , j r..;:iw-i.*. !." 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TO V*ill'LOGATICH .•II•tt L-I 4 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Name: COA 452 / 2001 —178-SPI Busch's Restaurant Audra Branscombe, Authorized Agent Location: 840 East Atlantic Avenue, The "Boyd Building" A Multiple Tenant Commercial Building, located within the Marina Historic District on the south side of Atlantic Avenue, immediately west of the Intracoastal Waterway ITEM BEORE THE BOARD The action requested of the Board is approval of COA-452 and the associated Class I Site Plan Modification for "Busch's Restaurant" pursuant to LDR Section 2.4.6 (J). The subject property is located on the south side of East Atlantic Avenue immediately west of the Intracoastal Waterway within the CBD (Central Business District) zoning district and the Marina Historic District. DESCRIPTION This request includes a color change to existing awnings; the installation of a copper canopy with illuminated signage on the north elevation; the facing of a concrete planter box with marble tile on the north elevation; a mass and trim color change to all faces of the tenant space; an entrance canopy on the south side; a change in roof material to a shed roof overhang on the east side; and a change of flooring material to the deck surfaces on the south side. BACKGROUND This building was constructed in 1931 and reflects the popular Art Moderne style of the period. The design is evidenced in the basic geometry of the building that relies on the broad horizontal expanses of the bays separated by the verticals created by the engaged fluted pilasters. The effect is enhanced by the use of long rectangular windows, the horizontal rail that surmounts the second floor, the horizontal scoring of the parapet; and the horizontal string course separating the first from second stories. The building houses multiple tenants and the address for the entire building is 802-840 East Atlantic Avenue. The applicant for this Certificate of Appropriateness and Site Plan Modification is located at 840 East Atlantic Ave at the easternmost portion of the building. This tenant space has housed other restaurant establishments including "The Bridge". Over the years there have been a number of alterations that primarily affected the storefronts. However, around 1975, an addition was made at the junction of the one Meeting Date: June 6, 2001 Agenda Item: IV.G COA 452 Busch's Restaurant Page 2 and three story section, which extended back to the south and did not compliment the historic character of the original design. In effect, the south (or rear) elevation of the original building was destroyed in that alteration, while the north (or front) elevation still maintains its original architectural integrity. The application will therefore be divided into two parts: those changes that will impact only the rear, or non-contributing elevation; and those changes that will affect the principal elevation on East Atlantic. ANALYSIS I. South Elevation A. Entrance Canopy The majority of parking for the building is located in lots behind the building, where the valet parking is set up. Therefore, the primary patron entrance is from this south entryway. The building bears no resemblance to the original here, and the wall faces are blank and alternate between one and two stories. The outdoor bar is in immediate proximity to this south entrance. The extensions of the building actually create a kind of "outdoor foyer". It is here that the entrance canopy is to be located. The canopy extends out 28' from the doorway to its termination at the base of the stairs; measures 11'8" in width; is 10' in height above the doorway, and 12' in height at the base of the stairs, and the semicircular awning is 6' from the bottom of the valance to the ridge. The material is a black canvas with black aluminum support columns. B. Marble Tile Facing The owners have applied a marble tile to the base of the building at the south end that extends up to a height of approximately four (4) feet. The marble is carried into the foyer itself. C. Paint Color Change The applicant is proposing to change the existing color of the building to a two color scheme, that will emphasize the one and two story sections providing dimension to an otherwise undistinguished elevation. The breaking up of the masses using color results in a contemporary, almost sculptural effect. COA 452 Busch's Restaurant Page 3 The south elevation has been so altered at this location, that the changes cannot be discussed as they affect architectural integrity, which has been lost. The awning, marble tile facing and color change are temporary, non-structural changes that are cosmetic rather than architectural in nature. Therefore they do not violate the intention of LDR Section 4.5.1 (E). II. North Elevation A. Canopy/ Signage The applicant proposes to install an entry canopy that will shelter patrons who enter from the East Atlantic Avenue side, and also serve as their only signage on this elevation. The canopy is semi-circular in profile, measures seven feet, six inches (7' 6") in height; extends ten (10') from the building, measures nine feet (9') in width, and measures four feet six inches (4' 6") from the valance to the top of the awning ridge. It is described by the sign contractor as a "Copper-clad awning system featuring applied illuminated lettering." The support posts will be brass/copper. The sign on the awning reads "Busch's Seafood". The letter design is the logo for the restaurant, and is uniformly carried throughout their other business identification. Because the restaurant is only one tenant in a series, the use of the copper material will be an individual treatment. Currently other awnings along the length of the building are a forest green in color and are a canvas material. The manager of Busch's Restaurant is of the opinion that because of the peculiarities of both the building and the site itself, a separate, more visible and unique signage treatment is appropriate. A Historic photograph (c. 1945) illustrates the building before the present bridge was constructed. The photo shows a wooden bridge that is at the same elevation as the street. (East Atlantic Boulevard.) The photo also illustrates a semicircular awning that extends out across the sidewalk. Since that time, a new bridge was built, which has dramatically changed the visibility of the restaurant. As the roadway elevates to the highest point of the bridge, the required retaining walls and a metal rail now partially obscure the front of the restaurant. Tenants in the same building do not encounter this same condition. Should the Board recommend approval for this canopy, approval must be obtained from the Florida Department of Transportation, as the canopy encroaches into the Atlantic Avenue right-of-way. In addition, the applicant will also need to enter into a Hold Harmless Agreement with the City, and has been attached as a condition of approval. COA 452 Busch's Restaurant Page 4 Because this area is isolated from the bulk of the building, a case for approval may be made from a practical standpoint, in that economic viability is dependent to some degree on the recognition of this building as a restaurant that may not be satisfied by its present signage. The copper of the awning does introduce a new material that is not found elsewhere on the building. It is however an "appurtenance", neither architectural nor structural and may be easily removed. B. Color Change I Wall Mass and Trim The applicant proposes to repaint the portions of the building that they lease. In addition to the one story section at the easternmost end, Busch's Seafood occupies the two bays west of the "contemporary connector", and the entire third floor. Again, the primary concern in the review of this application is how this tenant's proposal will impact on the remainder of the building. The original architect designed the structure as one building, and there is a "unity of design" to the entire expanse. The dilemma results when one tenant makes improvements intended to create a more inviting and attractive space, but neither the owner nor other tenants have plans to make similar improvements. While color is cosmetic in nature, it has the ability to either wreak havoc or create harmony when measured against the context of the immediate surroundings. In this case, relationship becomes critical. The applicant occupies only a portion of one building, and the color change has the potential of "carving up" the building into dismembered parts. The remainder of the building is painted pink. The applicant's choice of exterior colors is based upon the character that the restaurant wishes to convey and selections range from a gold tone to more neutral beige. The applicant has been requested to bring samples of the proposed colors and the existing pink color of the building in order to determine whether the color conflicts or harmonizes. Recommendation In order to minimize a potential discontinuity, an examination of the basic mass of the building is in order. As the building extends from east to west, the first demarcation comes with the transition from one story to two stories. The one story section appears as if it could stand alone, as pilasters "close the sides" before it makes the leap to multiple stories. Progressing from there, individual bays are clearly defined by the pilasters but they are integral to the entire building. If the tenant space were repainted, the staff would support the painting of only the one- story section, as repainting all the Busch's Restaurant occupied spaces would result in a discernible fragmentation of the façade. COA 452 Busch's Restaurant Page 5 C. Recovering Awnings The applicant proposes to recover the existing box-style awnings on the north side with a black canvas material. They are presently covered with a forest green colored awning that is maintained across the building for each of the tenants. Again, the applicant is working to coordinate both the interior materials and textures with a comprehensive palette of exterior colors and materials so that homogeneity is achieved, and the spaces occupied by the restaurant are easily discerned. Again there will be some discontinuity if the awnings for this tenant are different than the balance of the tenants. However, as opposed to the impact of a general color change, the impact of a change to the color of the awning would be minimal. The black color is not in conflict with the existing forest green awnings. D. Marble Facing / Planter Box The applicant has applied marble tile to the existing planter box that extends out from the building onto the sidewalk. The tile repeats the treatment that occurs on the rear entry. The planter box does not appear in early photographs, and was most likely added when the addition was made. Again it functions as an appurtenance, and is not considered to be an architectural feature associated with the original building. Therefore, the marble tile facing is not objectionable or considered contrary to the provisions of LDR Section 4.5.1(E). ALTERNATIVE ACTIONS 1. Continue with direction. 2. Approve as presented with conditions 3. Deny, with reasons stated. RECOMMENDATION Based on positive findings with respect to LDR Section 4.5.1 (E) approve the improvements in connection with COA 452 and the associated Class 1 Site Plan Modification with the following conditions: 1. That approval is obtained from the Florida Department of Transportation for installation of the canopy on the East Atlantic Avenue side. 2. That the applicant enters into a Hold Harmless agreement with the City. COA 452 Busch's Restaurant Page 6 3. That only the one story section at the easternmost end of the building be painted in the new color scheme. Attachments: • Site Plan • Awning Elevations Report Written by: Ellen J. Uguccioni Historic Preservation Planner