The URL can be used to link to this page

HPB 01-07-04 AGENDA c►F' HISTORIC PRESERVATION BOARD MEETING #4). CITY OF DELRAY BEACH Meeting Date: January 7, 2004 Type of Meeting: Regular Meeting Location: First Floor Conference Room Time: 6:00 P.M. The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact Doug Randolph at 243-7127(voice), or 243-7199(TDD), 24 hours prior to the program or activity in order for the City to reasonably accommodate your request Adaptive listening devices are available for meetings in the Commission Chambers. 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. Two or more City Commissioners may be in attendance. I. CALL TO ORDER II. CERTIFICATES OF APPROPRIATENESS A. O'Neal Property, Lot 3, Block 10 (adjacent to 910 NE 2"d Avenue), Individually Listed Property, Andy Spengler, Authorized Agent. Consider a Certificate of Appropriateness for the construction of a single family home on a vacant lot. B. Handelsman Yellow Building, 85 SE 6th Avenue, Individually Listed Property, Digby Bridges, Authorized Agent. Consider a Certificate of Appropriateness and associated Class ll Site Plan Modification for the elimination of parking and installation of a garden area. C. Schneider Residence, 10 NE 5th Street, Del-Ida Park Historic District, Maurice Schneider, Owner. Consider a Certificate of Appropriateness for elevation changes to a non- contributing building. D. House of Vintage, 123 S. Swinton Avenue, Old School Square Historic District, Michelle Parparian, Owner. Consider a Certificate of Appropriateness for the installation of a free-standing sign and under canopy sign and a Class I Site Plan Modification for the installation of new casement windows and storm panels. E. Tapas, 8 East Atlantic Avenue, Old School Square Historic District, Francisco Perez-Azua, Authorized Agent. K. January 7,2004 HPB Meeting Page 2 Consider a Certificate of Appropriateness and associated Class I Site Plan Modification for elevation changes. III. REPORTS AND COMMENTS A. Public Comments B. Reports from Historic District Representatives C. Board Members D. Staff IV. ADJOURN 501) Wendy Shay, Hi t ric'Preserva ' n Planner POSTED ON: December 30,2003 MINUTES OF THE HISTORIC PRESERVATION BOARD PUBLIC HEARING CITY OF DELRAY BEACH DELRAY BEACH, FLORIDA MEETING DATE: January 7, 2004 LOCATION: FIRST FLOOR CONFERENCE ROOM MEMBERS PRESENT: Francisco Perez-Azua, Mary Lou Jamison, John Miller, Jr., James Keavney, Randy Schatz, Rhonda Sexton and Jeffrey Silberstein MEMBERS ABSENT: None STAFF PRESENT: Wendy Shay and Denise Valek I. CALL TO ORDER The meeting was called to order by Chairman Perez at 6:02 p.m. Upon roll call it was determined that a quorum was present. No one from the Public addressed the Board on non-agenda items. Chairman Perez read a summary of the Quasi-Judicial Hearing procedures. The Notary swore in individuals for testimony. II. CERTIFICATES OF APPROPRIATENESS A. O'Neal Property, Lot 3, Block 10 (adjacent to 910 NE 2"d Avenue), Individually Listed Property, Andy Spengler, Authorized Agent Item Before the Board: Consider a Certificate of Appropriateness for the construction of a single-family home on a vacant lot. Chairman Perez asked if there were any ex-parte communications. There were none. Chairman Perez recused himself, and Vice Chairman James Keavney took over. Ms. Shay presented the project to the Board and entered a copy of the project and her resume into the record. Mr. Andy Spengler, the applicant, advised that the proposed home is consistent in style with the historic home next door, a corrected survey will be submitted, and he is in agreement with staff's recommendations. Historical Preservation Board Meeting January 7,2004 4 a Mr. Keavney inquired if there were any questions from the public - there were none. Mr. Keavney closed the Public Hearing, and asked if there were any questions from the Board. Ms. Jamison inquired if the pool was in compliance with code. Mr. Spengler advised that a fence would be installed around the perimeter of the pool. There was discussion regarding additional design elements, and Ms. Shay recommended a balconette or balcony be installed on the second story window on the north side. It was moved by Mr. Silberstein, seconded by Mr. Keavney and passed 6 to 0 to approve the Certificate of Appropriateness for Lot 3, Block 10, Dell Park, adjacent to 910 NE 2nd Avenue, the S.E. O'Neal House, based upon positive findings with respect to the LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a-k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1) That the submitted survey be corrected to reflect the correct legal description; 2) That the setbacks, as noted on the site plan, be corrected; 3) That the exterior be smooth stucco and that, if feasible, other materials be introduced; 4) Submit exterior lighting details and note the locations on the building elevations; 5) That window details including muntin profile be submitted; 6) That additional design elements be added to the north and west elevations; and on the north elevation the window at the stair lengthened in height and provide a wrought iron french balcony, and at the large window on the first floor add an overhang similar to the barrel overhang on the front elevation. 7) That decorative wrought iron shutter dogs be installed flanking each decorative shutter; 8) That a color scheme be submitted for the body, trim and accents with samples; and 9) The garage door should be stained and a wood panel applied to the door. B. Handelsman Yellow Building, 85 SE 6th Avenue, Individually Listed Property, Digby Bridges, Authorized Agent Consider a Certificate of Appropriateness and associated Class II Site Plan Modification for the elimination of parking and installation of a garden area. Chairman Perez returned to the Board. Chairman Perez asked if there were any ex-parte communications. There were none. Ms. Shay presented the item to the Board and entered a copy of the project file into the record. Historic Preservation Board Meeting 2 January 7,2004 Mr. Digby Bridges, Agent/Architect stated that the parking lot to the north is never full, and they are willing to pay $72,000 for the spaces. There is up lighting on the trees. The idea here is to create a tea garden with flowering plants. Chairman Perez inquired if there were any questions from the public- there were none. Chairman Perez closed the Public Hearing, and asked if there were any comments from the Board. Ms. Shay reiterated that the public parking lot is for public use and not for this facility. Based on our LDR's the public parking lot does not satisfy their parking requirements. Mr. Bridges advised he is asking to pay $72,000 for the in-lieu parking places. Board members agreed that they did not want to see another building on that corner. Ms. Schatz stated she is not in favor of purchasing in lieu parking spaces. Ms. Jamison inquired if they were considering knocking down building three the office building on the north east corner to build a parking lot. Mr. Bridges advised not at this time. Chairman Perez asked Mr. Bridges if the owner would support taking down that one story building and adding three parking spaces. Therefore, there would be six spaces at that end. Mr. Bridges advised he would speak to the owner. Chairman Perez advised we could approve it with the condition that building three would be taken down and additional parking is provided for a lesser amount of in lieu spaces. Ms. Shay advised that any change to the site plan would require Board approval. Mr. Bridges wanted the Board's recommendation to City Commission and the Parking Management Board. After much discussion the Board tabled the item Ms. Schatz abstained from voting. It was moved by Ms Jamison, seconded by Mr. Silberstein, and passed 6 to 0 to table the COA and associated Class II site plan modification and the in lieu parking request for the Handelsman Yellow Building, 85 SE 6th Avenue with respect to LDR Sections 4.6.9(E)(1) and (E)(3). C. Schneider Residence, 10 NE 5th Street, Del-Ida Park Historic District, Maurice Schneider, Owner Consider a Certificate of Appropriateness for elevation changes to a non- contributing building. Chairman Perez asked if there were any ex-parte communications. There were none. Ms. Shay presented the item to the Board and entered a copy of the project file into the record. Historic Preservation Board Meeting 3 January 7,2004 Chairman Perez closed the Public hearing, and asked if there were any comments from the Board. There were none. It was moved by Randee Schatz, seconded by Jeffrey Silberstein to table this motion until the next meeting, as the owner was not present. 1. House of Vintage, 123 S. Swinton Avenue, Old School Square Historic District, Michelle Parparian, Owner Consider a Certificate of Appropriateness and a Class I Site Plan Modification for the installation of a free-standing sign and under canopy sign, and for the installation of new casement windows, and storm panels. Chairman Perez asked if there were any ex-parte communications. There were none Ms. Shay presented the item to the Board and entered a copy of the project file into the record. Ms. Mindy Reidenbach was present and asked the Board for recommendations. Chairman Perez asked if there were any questions from the Board. The Board discussed placement of the under canopy sign and recommended the sign be made smaller, placed at the center of the doorway, route out a groove at the top and bottom giving it more dimension Signs Ms. Jamison abstained from voting. It was moved by Ms. Shatz seconded by Ms. Sexton and passed 6 to 0 to approve the COA for the installation of the free- standing sign and a second sign to be located in the doorway of the property at 123 South Swinton Avenue, House of Vintage, based upon positive findings with respect to LDR Sections 4.6.7(G)(1)(b) and (d), (G)(2)(d), (G)(7), (H)(2)(a-c) the City's Design Guidelines and the Secretary of the Interior's Standards for Rehabilitations subject to the following condition: 1) That the center sign meets the clearance requirements of all City codes and if not the applicant comes back before installing the second sign. New Casement Windows It was moved by Ms. Schatz and seconded by Ms. Jamison and passed 7 to 0 to approve the Certificate of Appropriateness for the installation of divided light casement windows and removable storm panels, at 123 South Swinton Avenue, House of Vintage, based upon positive findings with respect to LDR Sections 4.5.1(E)(8)(c) and (g), the City's Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following condition: 1) That a muntin profile be submitted to match that found on the remaining steel casement window and that muntins matching the profile of the original casements are installed on the new windows. Historic Preservation Board Meeting 4 January 7,2004 1. Tapas, 8 East Atlantic Avenue, Old School Square Historic District, Francisco Perez-Azua, Authorized Agent. Consider a Certificate of Appropriateness and associated Class I Site Plan Modification for elevation changes. Chairman Perez stepped down. Mr. Keavney asked if there were any ex-parte communications. There were none. Ms. Shay presented the item to the Board and entered the project file into the record. Mr. Perez advised staff that the windows are not white as noted on the report. They are black to match the canopy. The Board reviewed and approved a Class Ill site plan modification for the conversion of the first floor from retail to restaurant (while retaining the residential components). The conversion is presently in progress. Mr. Perez, Architect for the project, represented the applicant. Mr. Silberstein advised that the front door should have the same profile as the bi- fold doors. Mr. Keavney closed the Public Hearing, and asked if there were any comments from the Board. It was moved by Mr. Miller, seconded by Ms. Jamison and approved 6 to 0, to approve the Certificate of Appropriateness associated with a Class I site plan modification for elevation changes to 8 East Atlantic Avenue, Tapas based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(b),(c),(f),(g), and (i), the Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation subject to the following condition. 1) That the windows are black to match the canopy. Chairman Perez rejoined the Board meeting. III. REPORTS AND COMMENTS A. Public Comments: None B. Report from Historic District Representatives: None C. Board Members: None Historic Preservation Board Meeting 5 January 7,2004 D. Staff Comments: Ms. Shay advised that certain architectural elements were added to 325 SE 7th Avenue as stated in the conditions. Ms. Shay advised the Board that she will discuss with Terrill Pyburn, Assistant City Attorney, and the procedure relating to tabling issues if the applicant is not present at the respective meeting. Ms. Shay advised the Board that although applicants are very enthusiastic about their projects, they should only answer questions that are directed to them. Ms. Shay advised that the Preservation Awards will take place in May. This is the first time HPB will present awards. IV. ADJOURNMENT The Board made a motion to adjourn at 8:19 p.m. The information provided herein is the Minutes of the meeting of said body for January 7, 2004, which were formally adopted and approved by the Board on Denise A. Valek 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. Historic Preservation Board Meeting 6 January 7,2004 HISTORIC PRESERVATION BOARD 04/04 TERM REGULAR MEMBERS OCCUPATION TELEPHONE EXPIRES 08/31/2004 Mary Lou Jamison Interior Design Office: 561-585-5343 Unexpired Term 04/99 515 N Swinton Avenue Home: 272-7726 Reappt08/01/00 Reappt 07/02/02 Defray Beach, FL 33444 Fax: 561-585-4878 08/31/2004 Maura Dersh Architect Office: 276-4951 Unexpired Term— 34 Southeast Seventh Avenue#11 Home: 278-8999 04/13/04 Delray Beach, FL 33483 Fax: 243-8184 08/31/2005 John E. Miller,Jr. Sales Manager Home: 865-9483 Appt 07/22/03 282 Sherwood Forest Drive Work: 954-379-5457 Delray Beach,FL 33445 Cell: 561 632-9547 Fax: 954 379-5445 08/31/2004 Francisco Perez-Azua, Chair Architect Office: 279-2006 Appt 07/02/02 60 1/2 Northeast 2nd Avenue#C Home: 750-8171 Delray Beach, FL 33444 Fax: 279-2801 08/31/2005 Randee S. Schatz Attorney Office: 561 833-1846 Appt 07/22/03 220 Sunrise Avenue #209 Home: 274-0010 Palm Beach, FL 33480 Cell: 561 601-7880 Fax: 561 833-1881 08/31/2004 Rhonda P. Sexton Interior Design Office: 276-3660 Appt 08/15/00 2439 SW 35th Ave. Home: 499-2293 Reappt 07/02/02 Defray Beach,FL 33483 Fax: 276-6277 08/31/2005 Jeffrey Silberstein Architect Office: 276-9393 Unexpired term 11/04/03 801 Elderberry Way Home: 393-4749 Boca Raton, FL 33486 Contact: Denise Valek X 7041 S/City Clerk/Board 03/Historic Preservation Board DELRAY BEACH i o 0 **:;* * All-America City 1 1JJ1il 16,2004 1993 Ms.Maura Dersh 34 Southest Seventh Avenue#11 Delray Beach, FL 33483 Re: Appointment to the Historic Preservation Board Dear Ms.Dersh: I am pleased to inform you that on April 13, 2004, the City Commission ratified and approved your appointment to the Historic Preservation Board. This is for an unexpired term commencing immediately and ending August 31,2005. You will be notified as to the time and dates of the meetings. Florida Statutes Section 112.3145 require that you file a Statement of Financial Interest (Form 1) with Theresa LePore,Supervisor of Elections,240 South Military Trail,West Palm Beach,Florida 33415 within thirty (30) days of your appointment, also a final disclosure statement must be filed within 60 days of leaving public office, with the statement covering the period between January 1st and the last day of office. Forms 1F and 6F are now available on the website at www.ethics.state.fl.us. Effective 2001, persons who do not file their annual disclosure form by September 1st will be subject to automatic fines of$25 for each late day, up to a cap of$1,500. The other forms referred to on the cover of Form 1 should be completed only if applicable. A copy of Form 1 is enclosed for this purpose, along with a Guide to the Sunshine Amendment and Code of Ethics for Public Officers and Employees. Generally speaking,length of service on a City Board or Committee is limited to two (2) successive terms of office. Also, failure to attend three consecutive regular meetings shall be grounds for automatic removal except as otherwise provided for in the City Code. A copy of the City Code pertaining to Advisory Boards and Committees (Sections 32.06 through 32.10, and 32.15 through 32.20) is enclosed for your information. Again, on behalf of the City Commission, congratulations on your appointment. Please do not hesitate to contact me if I can be of assistance to you. Sincerely, David T. Harden City Manager DTH:ks cc: Denise Valek,Historic Preservation Board Liaison Karen Schell,Executive Assistant/Board Liaison THE EFFORT ALWAYS MATTER'S T ERS Printed on Rocyclad Pape-r CITY F s ' ` DELRAY BEACHkrand CITY CLERK l� 100 N.W. 1st AVENUE - DELRAY BEACH, FLORIDA 33444 • 561/243-7000 All-America City r April 16, 2004 1993 -,001 Mr.James Keavney 2934 Southwest 22"d Circle Delray Beach,FL 33445 Re: Your Service on the Historic Preservation Board Dear Mr. Keavney: On behalf of the Delray Beach City Commission, I want to thank you for your past service to the City as a member of the Historic Preservation Board. Volunteer services from citizens such as yourself are very important to the City and help to make Delray Beach one of the finest communities in South Florida. A final disclosure statement must be filed within 60 days of leaving public office, with the statement covering the period between January 1st and the last day of office. Forms 1F and 6F are now available on the website at www.ethics.state.fl.us. Effective 2001, persons who do not file their annual disclosure form by September 1st will be subject to automatic fines of$25 for each late day,up to a cap of$1,500. Again, we greatly appreciate the time and effort you have devoted to the betterment of the City of Delray Beach. Sincerely, David T. Harden City Manager DTH:ks cc: Denise Valek, Historic Preservation Board Liaison Karen Schell,Executive Assistant/Board Liaison THE EFFORT ALWAYS MATTERS ® Printed on Recycled Paper PLANNING & ZONING DEPARTMENT 4��{ OA 100 N.W. 1st AVENUE DELRA\'BEACH DELRAY BEACH, FLORIDA 33444 ittiiri ty p V (561) 243-7041 �u AmericaCi elk �g (561) 243-7221 FAX I I,I '4Y �' e-mail: valek(a ci.delray-beach.fl.us 1993 2001 FASCIMILE COVER SHEET DATE: February 27, 2004 TO: J. F. Smith 954-316-9033 , E.&ESA E FROM: Denise A. Valek Executive Assistant Planning & Zoning Department Number of Pages Including Cover Sheet: 9 COMMENT S Re: Historic Preservation Board Meeting — March 3, 2004 Enclosed are copies of the following relative to the subject meeting: • Agenda • Memorandum Staff Report - Baucicaut Residence Addition, 601 NE 3rd Avenue Please forward a copy of these documents to your client. Note: The meeting is held at Delray Beach City Hall, First Floor Conference Room, 100 NW 1st Avenue, Delray Beach, FL Enclosures P. 1 * * * JOURNAL ( FEB.27.2004 2:57PM ) TTI CITY OF DELRAY BEACH T X > DATE TIME ADDRESS MODE TIME PAGE RESULT PERS. NAME FILE FEB.27. 10:45AM 914344324303 TESM 0'22" P. 1 OK 799 11:11AM 561 627 0983 TESM 0'14" P. 1 OK 800 11: 15AM 561 394 2319 TESM 0'35" P. 3 OK 801 11: 18AM 5612728505 TESM 0'29" P. 1 OK 802 11:26AM 918888453636 TESM 0'23" P. 1 OK 803 11:49AM 716+667+1709 TSM 2'17" P. 6 OK 804 12:17PM 954 480 6707 TSM 1'44" P. 3 OK 811 12:20PM R FAX TESM 0'37" P. 1 OK 813 12:28PM 5612784755 TESM 0'22" P. 2 OK 814 12:30PM 5612720329 TSM 1'16" P. 2 OK 812 12:47PM 5618445642 TESM 0'37" P. 2 OK 816 1.04PM 954 4575705 TESM 0'46" P. 2 OK 819 1: 13PM 0000000 TESM 0'27" P. 1 OK 820 1:56PM APPROVED PERMIT SVC TESM 0'20" P. 2 OK 826 2:03PM 9543169033 TESM 3'05" P. 9 OK 827 2: 18PM 5617365199 TESM 0'32" P. 1 OK 828 R X :> DATE TIME ADDRESS MODE TIME PAGE RESULT PERS. NAME FILE FEB.27. 10:35AM 561-845-0438 RD 2'44" P. 4 OK 798 11:52AM 561 274 0756 RED 0'37" P. 1 OK 805 11:54AM 7728789068 RES 1'03" P. 3 OK 806 11:55AM 5612797635 RS 0'49" P. 1 OK 807 12:08PM 561 274 7272 RES 1'06" P. 2 OK 808 12: 10PM 5612785499 RES 0'39" P. 1 OK 809 12:15PM 2764472 RES 0'43" P. 1 OK 810 12:45PM 3056531776 RES 1'12" P. 2 OK 815 12:55PM 5613041512 RES 1'52" P. 5 OK 818 1: 14PM 5615338163 RES 0'57" P. 2 OK 821 1:27PM 5616846890 RES 0'28" P. 2 OK 822 1:31PM 716+667+1709 RES 0'56" P. 3 OK 823 2: 19PM 5612743501 RES 0'44" P. 1 OK 829 2:23PM 5612417367 RES 0'25" P. 2 OK 830 2:35PM 5619890623 RES 0'31" P. 1 OK 831 2:37PM 561 272 1383 RS 0'50" P. 1 OK 832 2:53PM 7728789068 RES 0'42" P. 3 OK 834 2:56PM 2790611 RES 0'34" P. 2 OK 835 2:57PM P C RED 0'26" P. 1 OK 836 TX 080578 RX 081224 # : BATCH C : CONFIDENTIAL P : POLLING M : MEMORY L : SEND LATER @ : FORWARDING E : ECM > : REDUCTION S : STANDARD D : DETAIL F : FINE ULLNAI'OUCH ULLhAI OUCH al•aa.icaCity al aamicaCi 6:162d 1 HISTORIC PRESERVATION BOARD 'lip MEMORANDUM STAFF REPORT gl '_ 19001 93 1 2991 001 Agent: J.F. Smith, Authorized Agent Project Name: Baucicaut Residence Addition Project Location: 601 NE 3rd Avenue ITEM BEFORE THE BOARD The item before the Board is approval of a Certificate of Appropriateness for an addition to a non-contributing dwelling, demolition of a non-contributing addition to the main dwelling, and associated variance at 601 NE 3rd Avenue, pursuant to LDR Section 2.4.6(J) and 2.5.1(J). BACKGROUND The subject property consists of Lot 18, Block 13, Del-Ida Park. Located on the east side of NE 3rd Avenue, the property is zoned Residential Office (RO) and includes a non-contributing 1,254 sq. ft., one-story, Masonry Vernacular style dwelling. Constructed in 1961, the Masonry vernacular, block residence is considered non- contributing within the Del-Ida Park historic district due to its age and exterior alterations. The most recent action pertaining to this property was administrative approval on February 10, 2004 for the installation of single hung sash windows throughout the house. The improvements are pending. The applicant is now before the Board for the demolition of a non-contributing frame addition, construction of a block addition, and consideration of an associated variance to reduce the side setback (north property line). PROJECT DESCRIPTION The applicant proposes the following modifications to the historic dwelling: ➢ Demolition of the 144 sq. ft. non-contributing frame addition; ➢ Construction of a 346 sq. ft. one-story block addition on the rear (northeast corner) of the main dwelling to accommodate a family room which encompasses the footprint of the existing addition; Meeting Date: March 3,2004 Agenda Item: III.A. 601 NE 3rd Avenue addition COA 2004-104 Del-Ida Park Historic District Page 2 ➢ Consideration of a variance to reduce the side interior building setback from 15' to 9'2" on the north property line; and, ➢ Installation of removable, aluminum storm panels. DEMOLITION REQUEST Required Findings Pursuant to LDR Section 4.5.1(F)(1), The HPB shall consider the following guidelines in evaluating applications for a COA for demolition of historic buildings; (a) Whether the structure is of such interest or quality that it would reasonably fulfill the criteria for designation for listing in the National Register. (b) Whether the structure is of such design, craftsmanship, or material that it could be reproduced only with great difficulty or economically nonviable expense. (c) Whether the structure is one of the last remaining examples of its kind in the designated historic district within the city. (d) Whether retaining the structure would promote the general welfare of the city by providing an opportunity to study local history, architecture, and design, or by developing an understanding of the importance and value of a particular culture and heritage. (e) Whether there are definite plans for immediate reuse of the property if the proposed demolition is carried out, and what effect those plans will have on the character of the surrounding area. Analysis In association with the proposed addition, the applicant is requesting the demolition of a 144 sq. ft., non-contributing frame addition, which is located at the northeast corner of the main dwelling and set back 9'2" from the north property line. The frame addition displays vertical siding, a flat, built-up roof, and aluminum, awning windows. Demolition of the addition will permit the construction of a 346 sq. ft. concrete block addition. Based on the age, location, lack of craftsmanship, and non-contributing status of the addition, as well as the building, the demolition request can be supported based upon positive findings with respect to LDR Section 4.5.1(F). VARIANCE REQUEST Pursuant to LDR Section 4.3.4(K) (Development Standards Matrix) within the RO zoning district, the minimum side interior setback is 15'. The proposal involves the reduction of the side interior setback form 15' to 9'2" along the north property line. 601 NE 3`d Avenue addition COA 2004-104 Del-Ida Park Historic District Page 3 Required Findings Pursuant to LDR Section 4.5.1(J), in addition to the required findings of LDR Section 2.4.7(A)(5) (copy attached), the Board may also be guided by the following as an alternative to the above criteria: (1) That a variance is necessary to maintain the historic character of property through demonstrating that: (a) A variance would not be contrary to the public interest, safety, or welfare; (b) Special conditions and circumstances exist, because of the historic setting, location, nature, or character of the land, structure, appurtenances, sign, or building involved, which are not applicable to other lands, structures, appurtenances, signs, or buildings in the same zoning district, which have not been designated as historic sites or a historic district nor listed on the Local Register of Historic Places; (c) Literal interpretation of the provisions of existing ordinances would alter the historic site to such an extent that it would not be feasible to preserve the historic character, of the historic district or historic site; and, (d) The variance requested is the minimum necessary to preserve the historic character of a historic site or a historic district. (2) Or, as an alternative to Sub-Section (J)(1), that a variance is necessary to accommodate an appropriate adaptive reuse of a structure within a Historic District or upon a Historic Site through demonstrating that: (a) A variance would not be contrary to the public interest, safety, or welfare; (b) The variance would not significantly diminish the historic character of the Historic District or Site; and, (c) That the variance requested is the minimum necessary to effect the adaptive reuse of an existing structure or site. (3) The Board shall otherwise follow procedures and impose conditions as required of the Board of Adjustments. Analysis The project includes the demolition of a 144 sq. ft., non-contributing frame addition on the northeast corner of the building to accommodate the construction of a 346 sq. ft., block addition which encompasses the footprint of the existing addition as well as extending the north elevation to meet the existing northernmost wall of the dwelling (approximately 5'10" to the north). The existing block home does not meet the current 15' side setback on either the north (9'2") or south elevations (8'6"). As the proposed 601 NE 3rd Avenue addition COA 2004-104 Del-Ida Park Historic District Page 4 addition will not further extend the footprint of the building into the side setback beyond that of the existing footprint and since the building reflects the development pattern along the east side of NE 3rd Avenue, granting the variance to reduce the side setback for the addition can be justified. The existing residence is a 1,254 sq. ft., two bedroom, two bathroom home. The addition will accommodate a family room which will increase the total square footage to 1,600 sq. ft. The variance will provide the necessary upgrading to provide adequate living space and to address current market demands while maintaining the existing character of the dwelling and the neighborhood. Further, the addition will not be contrary to the public interest, welfare, and safety of the public and the rehabilitation of the building aids in the retention of the scale and massing found throughout the historic district. Given the circumstances under which this variance is being requested and the extant location of the building on the lot, it is reasonable to believe that the variance would be granted elsewhere under similar circumstances. Therefore, positive findings can be made with respect to LDR Section 4.5.1(J). ANALYSIS LDR Section 4.5.1(E)(4) and 4.5.1(E)(8)(a-c), (E)(8)(g), (E)(8)(h), and (E)(8)(j) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. The guidelines are as follows: The Board Shall Consider: (E)(4) 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 Interior's Standards for Rehabilitation, as amended from time to time. (E)(7) The construction of new buildings or structures, or the relocation, alteration, reconstruction, or major repair or maintenance of a non-contributing building or structure within a designated historic district shall meet the same compatibility standards as any material change in the exterior appearance of an existing non- contributing building. Any material change in the exterior appearance if any existing non-contributing building, structure, or appurtenance in a designated historic district shall be generally compatible with the form, proportion, mass, configuration, building material, texture, color, and location of historic buildings, structures, or sites adjoining or reasonably approximate to the non-contributing building, structure, or site. (E)(8) All improvement to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility can include but is not limited to: (a) height, (c) proportions of openings, (g) consistency in relation to materials, texture, color, (h) roof shapes, and (j) scale of a building. 601 NE 3rd Avenue addition COA 2004-104 Del-Ida Park Historic District Page 5 The Secretary of the Interior Standards for Rehabilitation recommend that: 1) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. 2) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. The non-contributing house displays a side facing gable with flat roof on the carport and rear addition, smooth stucco and vertical siding exterior, and aluminum frame, awning windows. The proposed addition will be constructed of block and will display a smooth stucco exterior to match that presently found on the house, a flat, built-up roof, and aluminum frame, single hung sash windows and solid panel doors. The applicant also proposes the installation of aluminum, storm panels for all the windows throughout the building. The panels consist of imbricated, corrugated aluminum panels that will attach to the dwelling via tracks or channels upon the approach of a storm. The panels will be stored when not in use. The construction of the 346 sq. ft. addition can be supported due to its inconspicuous location at the rear of the dwelling, its scale, massing, and design. Though the proposed addition encroaches into the setback, approval of the variance would permit the addition without the extending the footprint beyond the current 9'2". The installation of the proposed removable storm panels can be supported as they are the least obtrusive form of storm protection. Since the block building is non-contributing and the installation requires minimal hardware, there is little concern that the installation could irreparably damage the exterior of the building. However, the panels would require the installation of tracks or channels. In order to camouflage the tracks, a condition of approval has been added to paint the tracks to match the color of the building. The project, as proposed, can therefore be supported based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a), (c), (g), (h), and (j), 4.5.1(J), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, once the condition of approval to paint the tracks for the storm panels has been met. ALTERNATIVE ACTIONS A. Continue with direction. 601 NE 3rd Avenue addition COA 2004-104 Del-Ida Park Historic District Page 6 B. Approve the Certificate if Appropriateness for 601 NE 3rd Avenue, based on positive findings with respect to the LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a), (c), (g), (h), and (j), 4.5.1(J), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to conditions. C. Deny the Certificate of Appropriateness for 601 NE 3rd Avenue, based upon a failure to make positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a), (c), (g), (h), and (j), 4.5.1(J), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Demolition Approve the request for demolition of the 144 sq. ft., non-contributing addition at 601 NE 3rd Avenue, based upon positive findings with respect to LDR Section 4.5.1(F). Variance Approve the variance from LDR Section 4.3.4(K) to reduce the side interior building setback from 15' to 9'2" on the north side of the property for an addition to a non- contributing dwelling located at 601 NE 3rd Avenue, based upon positive findings with respect to LDR Sections and 2.4.7(A) and 4.5.1(J). Certificate of Appropriateness Approve the Certificate of Appropriateness for the construction of a 346 sq. ft. addition for 601 NE 3rd Avenue, based upon positive findings with respect to the LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a), (c), (g), (h), and (j), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following condition: 1) That the storm panel tracks or channels be painted to match the color of the house. Attachments: Survey, Proposed Elevations, Floor Plan, Map, & Shutter specs Report Prepared by: Wendy Shay, Historic Preservation Planner r AGENDA HISTORIC PRESERVATION BOARD MEETING '4 CITY OF DELRAY BEACH Meeting Date: March 3, 2004 Type of Meeting: Regular Meeting Location: First Floor Conference Room Time: 6:00 P.M. The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact Doug Randolph at 243-7127(voice), or 243-7199(TDD), 24 hours prior to the program or activity in order for the City to reasonably accommodate your request Adaptive listening devices are available for meetings in the Commission Chambers. 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. Two or more City Commissioners may be in attendance. I. CALL TO ORDER II. APPROVAL OF MINUTES ■ December 17, 2003 III. PUBLIC HEARINGS A. Baucicaut Residence, 601 NE 3`d Avenue, Del-Ida Park Historic District, J.F. Smith, Authorized Agent. Consider a Certificate of Appropriateness for the demolition of a portion of the non-contributing dwelling and construction of an addition to the single family home and associated variance. IV. CERTIFICATES OF APPROPRIATENESS A. Ascot, 8 NE 2"d Street, Old School Square Historic District, Jeffrey Silberstein, Authorized Agent. Consider a Certificate of Appropriateness and associated Class V Site Plan, Landscape Plan, Design Elements, and waivers for the construction of an office building on a vacant lot. B. Linehan Property, Lot 6, Block 59, Old School Square Historic District, Jessica Linehan, Owner. Consider a Certificate of Appropriateness and an associated Class V Site Plan, Landscape Plan, and Design Elements for the construction of a mixed use building on a vacant lot. March 3,2004 HPB Meeting Page 2 C. Handelsman Yellow Building, 85 SE 6th Avenue, Individually Listed Property, Digby Bridges, Authorized Agent. -Continued from January 7, 2004. Consider a Certificate of Appropriateness and associated Class ll Site Plan Modification for the elimination of parking and installation of a garden area. D. Tapas, 8 East Atlantic Avenue, Old School Square Historic District, Perez Architects, Inc., Authorized Agent. -Continued from February 4, 2004. Consider a Certificate of Appropriateness and associated Class I Site Plan Modification for elevation changes. V. DISCUSSION ITEMS A. Discussion and Recommendation concerning the Downtown Design Guidelines B. Discussion of Potential Historic Districts in Dell Park and North Swinton Avenue C. Discussion and Review of the OSSHAD Zoning Requirements and Measures to Avoid Demolition. VI. REPORTS AND COMMENTS A. Public Comments B. Reports from Historic District Representatives C. Board Members D. Staff VII. ADJOURN tAlt Wency Shay,H(toric Prese ation Planner POSTED ON: February 27,2004 UCIHAI'OGCH UCLIUY Duch tritd a1-a11�1cacln a1-arerlacln HISTORIC PRESERVATION BOARD � r III, I MEMORANDUM STAFF REPORT li°- 199J 1001 :001 1993 Agent: Digby Bridges Project Name: Handelsman Yellow Building Project Location: 85 SE 6th Avenue - Continued from January 7, 2004 ITEM BEFORE THE BOARD The item before the Board is approval of a Class II Site Plan Modification for the Handelsman Yellow Building, pursuant to LDR Section 2.4.6(J). BACKGROUND The subject property is comprised of Lots 12, 13 and 14, Block 117, Town of Linton, and consists of 0.39 acres. The property is zoned CBD (Central Business District) and is designated as an individually listed historic property. The property contains a two-story commercial building (formerly a single family residence), an office building, (previously the garage), a carport, and a two-story apartment building with two, one bedroom apartment units and one, two bedroom apartment unit. The single family house, now a restaurant, was built in 1903, remodeled in 1918 and was designated a historic building (traditionally known as the Blank House) on June 6, 1994. In 1947, the two story apartment building (2,224 sq. ft.) containing three apartments and a garage was constructed at the southeastern portion of the site. In 1950, a garage was constructed on the northeast portion of the site and the garage associated with the southeastern apartment building was converted into additional living area. A carport, between the apartment building and garage, was built in 1954. The apartment building, carport, and garage are considered non-contributing due to their lack of architectural integrity. In 1995, the Historic Preservation Board approved a Certificate of Appropriateness and associated site plan for the conversion of the 2,137 sq. ft. single family residence to a retail establishment, conversion of the existing 1,027 sq. ft. garage to two offices, along with construction of a second floor addition accommodating a two bedroom apartment, construction of a nine space pea rock parking area at the southwest corner of the site, and installation of associated landscaping, walkways, and refuse area. The single family residence was subsequently converted to retail use and the garage was converted to offices, however neither building permits were obtained for the conversion of the garage nor was the parking area installed. Therefore, the two new offices were not considered legally established. Meeting Date: March 3, 2004 Agenda Item: IV.C. HPB Staff Report Handelsman Yellow Building—Class II Site Plan Modification Page 2 In October 1995, the two-story historic building was converted to a restaurant, with the second floor serving as storage area. During its meeting of May 2, 2001, the Historic Preservation Board reviewed and approved a Class III site plan modification for the conversion of the 1,027 sq. ft. garage into two offices, construction of a 600 sq. ft. concrete outdoor dining area on the south side of the restaurant, construction of an exterior staircase on the north side of the 2,137 sq. ft. restaurant, installation of an eight space asphalt parking area at the southwest corner of the property. The improvements included installation of one handicap accessible parking space on the north side of the property, and installation of associated landscaping, walkways and refuse container area. While the proposed project was approved by the Board, the project was not undertaken. Approval for the project expired on November 2, 2002. On March 19, 2003, the Board again reviewed and approved a new request for a Class III site plan which included the conversion of the garage into two offices, construction of a new nine (9) space asphalt parking lot, installation of a handicap accessible ramp, and installation of associated landscaping and walkways. The improvements were never undertaken. On January 7, 2004, the Historic Preservation Board reviewed a COA and Class II site plan modification request for the elimination of the approved nine (9) space asphalt parking lot in order to accommodate construction of a tea garden in addition to consideration of six (6) in- lieu parking spaces. During the review, the Board suggested an alternative to the proposal that involved the demolition of the office at the northeast corner of the property for the construction of on-site parking. The Board tabled the request to provide the applicant time to modify the proposal. As the owner was unavailable to attend the two following meetings, the applicant is now before the Board for re-consideration of the original Class II Site Plan Modification proposal for the elimination of the nine (9) space parking lot and request for consideration of construction of an English tea garden, internal walkways, and purchase of six (6) in-lieu spaces. The proposal includes retention of the office building. DEVELOPMENT PROPOSAL The development proposal consists of the following: ➢ Elimination of the approved nine (9) space parking lot at the southwest corner of the site, adjacent to the historic building; ➢ Construction of a circular English tea garden with extensive landscaping and circular paver walkway and associated internal walkway in lieu of the approved nine (9) space parking lot; ➢ Installation of curvilinear paver block walkway that leads from the landscaping to the office; and, HPB Staff Report Handelsman Yellow Building—Class II Site Plan Modification Page 3 ➢ Consideration of a request for six (6) in-lieu parking spaces to meet the parking requirement for the office building. REQUIRED FINDINGS Pursuant to LDR Section 2.4.5(G)(1)(b), a Class II site plan modification is a modification to a site plan which requires no review of the Performance Standards found in LDR Section 3.1.1, but 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. SITE PLAN MODIFICATION ANALYSIS COMPLIANCE WITH LAND DEVELOPMENT REGULATIONS: Items identified in the Land Development Regulations shall be specifically addressed by the body taking final action on the site and development proposal. LDR Section 4.4.13 Central Business District (CBD): LDR Chapter 4.4.13(G)(1) - Parking Parking for this development proposal is being assessed as it relates to the conversion of the garage to offices, relocation of the garage spaces, and provision of a handicapped accessible space. The existing 2,137 sq. ft. historic building has been utilized as a restaurant, with the first floor utilized for dining and kitchen space area while the second floor is utilized for storage only. Pursuant to LDR Section 4.4.13 (G)(1)(a) within that portion of the CBD bounded by Swinton Avenue on the west, NE 1st Street on the north, the Intracoastal Waterway on the east, and SE 1st Street on the south, parking requirements for all non-residential uses, except restaurants, shall be one space for each 300 sq. ft., or fraction thereof. The parking required for the creation of new floor area shall also include the replacement of any previously required parking which may be eliminated. Pursuant to LDR Section 4.4.13(G)(1)(c), if it is impossible or inappropriate to provide the required number of on-site or off-site parking spaces, pursuant to LDR Section 4.6.9(E)(4), the in-lieu fee option provided in LDR Section 4.6.9(E)(3) may be applied, which must be approved by the City Commission. Further, as the property is located west of the Intracoastal Waterway and is zoned CBD, and is not included within the Pineapple Grove Main Street area, the in-lieu fee is $12,000 per space [ref: LDR Section 4.6.9(E)(3)(b)(2)]. Based on the information above, the two new offices (the 1,027 sq. ft. garage) require four parking spaces and the replacement of two spaces eliminated with the conversion of the garage equal six (6) spaces thus, requiring six (6) parking spaces total. The applicant is HPB Staff Report Handelsman Yellow Building—Class II Site Plan Modification Page 4 proposing to purchase these spaces through the City's in-lieu parking program which is available within the CBD. The in-lieu fee for the 6 spaces is $72,000 total. If approved by the City Commission, this in-lieu fee will need to be remitted prior to issuance of a building permit. However, as the previous Class II Site Plan Modification permitted the construction of nine (9) parking spaces on site, there is no data to support that it is impossible to provide on-site parking. While the adopted Downtown Delray Beach Master Plan discourages parking in the front of the properties, provision of the six (6) parking spaces is appropriate based upon the prior illegal conversion of the garage to an office building and the current parking requirements for the restaurant which results in a significant parking deficiency for the site. In addition, any future development or redevelopment of the site must consider utilizing the space (at the southwest corner) for a building (either newly constructed or relocated) along the property frontage with parking in the rear, adjacent to the alley. Per LDR Section 4.6.9(E)(1), street parking, parking located in the public right-of-way, or parking located in public parking facilities shall not be used to satisfy on-site parking requirements. While a 76 space City parking lot abuts the north side of the property, the parking lot is heavily utilized during the evenings and weekends and is a parking lot where employees of area businesses are encouraged to park. Given the significant parking deficiency of this property, and as the property contains adequate land (as illustrated by previously obtaining approval of a nine (9) space parking lot), it is neither impossible nor inappropriate to provide the required parking on site. The Parking Management Advisory Board (PMAB) reviewed the in-lieu request during its meeting of January 20, 2004. During the review, staff recommended that parking be constructed on the east side of the proposed garden area (approximately four spaces) while retaining the open space to the west (adjacent to SE 6In Avenue). Based on staff's recommendation, the applicant requested that the item be tabled for further consideration of staff's recommendation. The PMAB therefore tabled the item. Due to a request by the applicant to postpone the review, PMAB action is anticipated on March 23, 2004. LDR Section 4.6.8 - Site Lighting Pursuant to LDR 4.6.8 (Lighting), site lighting is required on site for new development proposals. No exterior lighting has been proposed with this modification. While site lighting is not required for the proposed garden use, path lighting such as lighted bollards or other similar lighting should be provided along the pathways and within the garden area to ensure pedestrian safety. This has been added as a condition of approval. LANDSCAPE ANALYSIS The proposed landscaping consists of roses and orange jasmine surrounding the circular pathway at the center of the proposed garden and a Royal Poinciana at the outer edges of the garden. Existing Lady Palms and Lillies surround the historic building with Shining Jasmine, Cocoplum, Benjamin Fig, and Red Ixora proposed along the perimeter of the property and as well as the three buildings. Queen Palms and Christmas Palms will be relocated along the perimeter of the property (near the office and apartment building) with Lily of the Nile also proposed. While the proposed landscaping, as listed above, complies with the requirements of LDR Section 4.6.16, there are several issues concerning the data HPB Staff Report Handelsman Yellow Building—Class II Site Plan Modification Page 5 provided on the landscape plan. Therefore, the following technical items are attached as conditions of approval. Landscape Technical Items: If the Class II Site Plan Modification is approved, the following Technical Items must be addressed with the submittal of revised plans prior to building permit submittal: 1) That plant materials for area #10 is identified, and, 2) Consideration should be given to screening the west side of the carport with Cocoplum hedging to soften it from the garden area. REVIEW BY OTHERS Downtown Development Authority At its meeting of December 17, 2003, the DDA Board reviewed and recommended approval of the development proposal to eliminate the nine (9) space parking area and purchase six (6) in-lieu spaces, construction of an English tea garden, and associated walkways and landscaping. ASSESSMENT AND CONCLUSION The elimination of the previously approved nine (9) space parking lot to accommodate the proposed English tea garden and related in-lieu request is not inappropriate or impossible for the site. Given the significant parking deficiency of this property and as the property contains adequate land, it is neither impossible nor inappropriate to provide the required parking on- site. Based on the analysis in the report, positive findings with respect to LDR Sections 4.6.9(E)(1), (E)(3), and (E)(3)(a) cannot be made. It is noted that no exterior lighting is proposed at this time. Due to the nature of the proposed landscaping, adequate lighting must be provided. If the site plan is approved, it is highly recommended that path lighting, such as lighted bollards, be installed along the proposed walkways. Further, the proposed landscaping complies with LDR Section 4.6.16, though several notations on the plans need clarification. ALTERNATIVE ACTIONS A. Continue with direction. B. Approve the COA and the associated Class II site plan modification the Handelsman Yellow Building, 85 SE 6th Avenue and recommend to the City Commission approval of the in-lieu parking request, based on positive findings with respect to LDR Sections 4.6.9(E)(1), (E)(3), and (E)(3)(a), subject to the following conditions: 1) That lighting is provided along the proposed walkways and that a lighting detail is submitted, and, HPB Staff Report Handelsman Yellow Building—Class II Site Plan Modification Page 6 2) That the Landscape Technical Items are addressed. C. Deny the COA and associated Class II site plan modification for the Handelsman Yellow Building, 85 SE 6th Avenue and recommend to the City Commission denial of the in-lieu parking request, based upon a failure to make positive findings with respect to LDR Sections 4.6.9(E)(1) and (E)(3) that it is possible and/or appropriate to provide the required parking. RECOMMENDATION Deny the COA and associated Class ll site plan modification for the Handelsman Yellow Building, 85 SE 6th Avenue based upon a failure to make positive findings with respect to LDR Sections 4.6.9(E)(1) and (E)(3) and recommend to the City Commission denial of the in- lieu parking request. Attachments: Site Plan, Landscape Plan, &Survey Staff Report Prepared by: Wendy Shay, Historic Preservation Planner P. 1 * * COMMUNICATION RESULT REPORT ( FEB.27.2004 3:20PM ) * * TTI CITY OF DELRAY BEACH FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE 838 MEMORY TX 92787841 OK P. 9/9 REASON FOR ERROR E-1) HANG UP OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION I PLANNING 86 ZONING DEPARTMENT 44 °., 100 N.W. 1st AVENUE Roam',REAeH \il\KI,Cs& :. DELRAY BEACH, FLORIDA 33444 Wag p �o _ = �? (561) 243-7041 MWWIedca r ca4r 1r (561)243-7221 FAX t e-mail: valekc ci.delrav-beach.ff.us �, 1993 2001 FASCIMILE COVER SHEET DATE: February 27, 2004 TO: Digby Bridges 561-278-7841 FROM: Denise A. Valek C-X Executive Assistant Planning &Zoning Department Number of Pages Including Cover Sheet: 9 COMMENTS PLANNING & ZONING DEPARTMENT 4�� °.t► 100 N.W. 1st AVENUE DELRAY BEACH DELRAY BEACH, FLORIDA 33444 CI = (561) 24' 7041 thigli All America City 01 �� (561) 2a SAX t1111 , '41' �' e-mail: —, beach.fl.us �_ »9> 2001 `� % )VER SHEET DAT ^ R.P7 v,yll 1:13 TO: U . 561-278-7841 FROM: Denise A. Valek Executive Assistant Planning & Zoning Department Number of Pages Including Cover Sheet: 9 C O MME NT S Re: Historic Preservation Board Meeting — March 3, 2004 Enclosed are copies of the following relative to the subject meeting: • Agenda • Memorandum Staff Report - Handelsman Yellow Building, 85 SE 6th Avenue — Continued from January 7, 2004 Enclosures �o A G E N D A HISTORIC PRESERVATION et, . � BOARD MEETING qr *P CITY OF DELRAY BEACH Meeting Date: February 18, 2004 Type of Meeting: Regular Meeting Location: First Floor Conference Room Time: 6:00 P.M. The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact Doug Randolph at 243-7127(voice), or 243-7199(TDD), 24 hours prior to the program or activity in order for the City to reasonably accommodate your request. Adaptive listening devices are available for meetings in the Commission Chambers. 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. Two or more City Commissioners may be in attendance. The FEBRUARY 18, 2004 Historic Preservation Board's Regular Meeting has been CANCELED. The next Regular Meeting of the Historic Preservation Board is March 3, 2004. N Jut\ %)..1\fx t)c Wendy Shay. Historic Preservation P anner POSTED ON: February 10, 2004 MINUTES OF THE HISTORIC PRESERVATION BOARD PUBLIC HEARING CITY OF DELRAY BEACH DELRAY BEACH, FLORIDA MEETING DATE: January 7, 2004 LOCATION: FIRST FLOOR CONFERENCE ROOM MEMBERS PRESENT: Francisco Perez-Azua, Mary Lou Jamison, John Miller, Jr., James Keavney, Randy Schatz, Rhonda Sexton and Jeffrey Silberstein MEMBERS ABSENT: None STAFF PRESENT: Wendy Shay and Denise Valek I. CALL TO ORDER The meeting was called to order by Chairman Perez at 6:02 p.m. Upon roll call it was determined that a quorum was present. No one from the Public addressed the Board on non-agenda items. Chairman Perez read a summary of the Quasi-Judicial Hearing procedures. The Notary swore in individuals for testimony. II. CERTIFICATES OF APPROPRIATENESS A. O'Neal Property, Lot 3, Block 10 (adjacent to 910 NE 2"d Avenue), Individually Listed Property, Andy Spengler, Authorized Agent Item Before the Board: Consider a Certificate of Appropriateness for the construction of a single-family home on a vacant lot. Chairman Perez asked if there were any ex-parte communications. There were none. Chairman Perez recused himself, and Vice Chairman James Keavney took over. Ms. Shay presented the project to the Board and entered a copy of the project and her resume into the record. Mr. Andy Spengler, the applicant, advised that the proposed home is consistent in style with the historic home next door, a corrected survey will be submitted, and he is in agreement with staffs recommendations. Historical Preservation Board Meeting January 7,2004 Mr. Keavney inquired if there were any questions from the public - there were none. Mr. Keavney closed the Public Hearing, and asked if there were any questions from the Board. Ms. Jamison inquired if the pool was in compliance with code. Mr. Spengler advised that a fence would be installed around the perimeter of the pool. There was discussion regarding additional design elements, and Ms. Shay recommended a balconette or balcony be installed on the second story window on the north side. It was moved by Mr. Silberstein, seconded by Mr. Keavney and passed 6 to 0 to approve the Certificate of Appropriateness for Lot 3, Block 10, Dell Park, adjacent to 910 NE 2nd Avenue, the S.E. O'Neal House, based upon positive findings with respect to the LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a-k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1) That the submitted survey be corrected to reflect the correct legal description; 2) That the setbacks, as noted on the site plan, be corrected; 3) That the exterior be smooth stucco and that, if feasible, other materials be introduced; 4) Submit exterior lighting details and note the locations on the building elevations; — 5) That window details including muntin profile be submitted; 6) That additional design elements be added to the north and west elevations; and on the north elevation the window at the stair lengthened in height and provide a wrought iron french balcony, and at the large window on the first floor add an overhang similar to the barrel overhang on the front elevation. 7) That decorative wrought iron shutter dogs be installed flanking each decorative shutter; 8) That a color scheme be submitted for the body, trim and accents with samples; and 9) The garage door should be stained and a wood panel applied to the door. B. Handelsman Yellow Building, 85 SE 6th Avenue, Individually Listed Property, Digby Bridges, Authorized Agent Consider a Certificate of Appropriateness and associated Class ll Site Plan Modification for the elimination of parking and installation of a garden area. Chairman Perez returned to the Board. Chairman Perez asked if there were any ex-parte communications. There were none. Ms. Shay presented the item to the Board and entered a copy of the project file into the record. Historic Preservation Board Meeting 2 January 7,2004 Mr. Digby Bridges, Agent/Architect stated that the parking lot to the north is never full, and they are willing to pay $72,000 for the spaces. There is up lighting on the trees. The idea here is to create a tea garden with flowering plants. Chairman Perez inquired if there were any questions from the public- there were none. Chairman Perez closed the Public Hearing, and asked if there were any comments from the Board. Ms. Shay reiterated that the public parking lot is for public use and not for this facility. Based on our LDR's the public parking lot does not satisfy their parking requirements. Mr. Bridges advised he is asking to pay $72,000 for the in-lieu parking places. Board members agreed that they did not want to see another building on that corner. Ms. Schatz stated she is not in favor of purchasing in lieu parking spaces. Ms. Jamison inquired if they were considering knocking down building three the office building on the north east corner to build a parking lot. Mr. Bridges advised not at this time. Chairman Perez asked Mr. Bridges if the owner would support taking down that one story building and adding three parking spaces. Therefore, there would be six spaces at that end. Mr. Bridges advised he would speak to the owner. Chairman Perez advised we could approve it with the condition that building three would be taken down and additional parking is provided for a lesser amount of in lieu spaces. Ms. Shay advised that any change to the site plan would require Board approval. Mr. Bridges wanted the Board's recommendation to City Commission and the Parking Management Board. After much discussion the Board tabled the item Ms. Schatz abstained from voting. It was moved by Ms Jamison, seconded by Mr. Silberstein, and passed 6 to 0 to table the COA and associated Class II site plan modification and the in lieu parking request for the Handelsman Yellow Building, 85 SE 6th Avenue with respect to LDR Sections 4.6.9(E)(1) and (E)(3). C. Schneider Residence, 10 NE 5th Street, Del-Ida Park Historic District, Maurice Schneider, Owner Consider a Certificate of Appropriateness for elevation changes to a non- contributing building. Chairman Perez asked if there were any ex-parte communications. There were none. Ms. Shay presented the item to the Board and entered a copy of the project file into the record. Historic Preservation Board Meeting 3 January 7,2004 Chairman Perez closed the Public hearing, and asked if there were any comments from the Board. There were none. It was moved by Randee Schatz, seconded by Jeffrey Silberstein to table this motion until the next meeting, as the owner was not present. 1. House of Vintage, 123 S. Swinton Avenue, Old School Square Historic District, Michelle Parparian, Owner Consider a Certificate of Appropriateness and a Class I Site Plan Modification for the installation of a free-standing sign and under canopy sign, and for the installation of new casement windows, and storm panels. Chairman Perez asked if there were any ex-parte communications. There were none Ms. Shay presented the item to the Board and entered a copy of the project file into the record. Ms. Mindy Reidenbach was present and asked the Board for recommendations. Chairman Perez asked if there were any questions from the Board. The Board discussed placement of the under canopy sign and recommended the sign be made smaller, placed at the center of the doorway, route out a groove at the top and bottom giving it more dimension Signs Ms. Jamison abstained from voting. It was moved by Ms. Shatz seconded by Ms. Sexton and passed 6 to 0 to approve the COA for the installation of the free- standing sign and a second sign to be located in the doorway of the property at 123 South Swinton Avenue, House of Vintage, based upon positive findings with respect to LDR Sections 4.6.7(G)(1)(b) and (d), (G)(2)(d), (G)(7), (H)(2)(a-c) the City's Design Guidelines and the Secretary of the Interior's Standards for Rehabilitations subject to the following condition: 1) That the center sign meets the clearance requirements of all City codes and if not the applicant comes back before installing the second sign. New Casement Windows It was moved by Ms. Schatz and seconded by Ms. Jamison and passed 7 to 0 to approve the Certificate of Appropriateness for the installation of divided light casement windows and removable storm panels, at 123 South Swinton Avenue, House of Vintage, based upon positive findings with respect to LDR Sections 4.5.1(E)(8)(c) and (g), the City's Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following condition: 1) That a muntin profile be submitted to match that found on the remaining steel casement window and that muntins matching the profile of the original casements are installed on the new windows. Historic Preservation Board Meeting 4 January 7,2004 1. Tapas, 8 East Atlantic Avenue, Old School Square Historic District, Francisco Perez-Azua, Authorized Agent. Consider a Certificate of Appropriateness and associated Class I Site Plan Modification for elevation changes. Chairman Perez stepped down. Mr. Keavney asked if there were any ex-parte communications. There were none. Ms. Shay presented the item to the Board and entered the project file into the record. Mr. Perez advised staff that the windows are not white as noted on the report. They are black to match the canopy. The Board reviewed and approved a Class III site plan modification for the conversion of the first floor from retail to restaurant (while retaining the residential components). The conversion is presently in progress. Mr. Perez, Architect for the project, represented the applicant. Mr. Silberstein advised that the front door should have the same profile as the bi- fold doors. Mr. Keavney closed the Public Hearing, and asked if there were any comments from the Board. It was moved by Mr. Miller, seconded by Ms. Jamison and approved 6 to 0, to approve the Certificate of Appropriateness associated with a Class I site plan modification for elevation changes to 8 East Atlantic Avenue, Tapas based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(b),(c),(f),(g), and (i), the Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation subject to the following condition. 1) That the windows are black to match the canopy. Chairman Perez rejoined the Board meeting. III. REPORTS AND COMMENTS A. Public Comments: None B. Report from Historic District Representatives: None C. Board Members: None Historic Preservation Board Meeting 5 January 7,2004 D. Staff Comments: Ms. Shay advised that certain architectural elements were added to 325 SE 7th Avenue as stated in the conditions. Ms. Shay advised the Board that she will discuss with Terrill Pyburn, Assistant City Attorney, and the procedure relating to tabling issues if the applicant is not present at the respective meeting. Ms. Shay advised the Board that although applicants are very enthusiastic about their projects, they should only answer questions that are directed to them. Ms. Shay advised that the Preservation Awards will take place in May. This is the first time HPB will present awards. IV. ADJOURNMENT The Board made a motion to adjourn at 8:19 p.m. The information provided herein is the Minutes of the meeting of said body for January 7, 2004, which were formally adopted and approved by the Board on / J 00%C D nise A. Valek 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. Historic Preservation Board Meeting 6 January 7,2004 DCL Wl'BCACH - DLLBAY U[ACH aiA aF HISTORIC PRESERVATION BOARD 'Ili!! MEMORANDUM STAFF REPORT 'I1l,' 10U7 :DU7 Agent: Spengler Construction Project Name: S.E. O'Neal Property Project Location: Lot 3, Block 10, Dell Park ! T, M ....BEFORE. THE..'BO.ARD. The item before the Board is approval of a Certificate of Appropriateness for construction of a new two-story residence on Lot 3, Block 10, Dell Park, adjacent to 910 NE 2"d Avenue, the S.E. O'Neal House, pursuant to LDR Section 2.4.6(J). BACKGROUND The subject property consists of Lots 1, 2 and 3, Block 10 of the Dell Park subdivision which is zoned R-1-AA (Single Family Residential). Currently Lot 2 holds the historically designated O'Neal House, which includes a two-story dwelling with a one-story garage, constructed c. 1926. The 2,257 sq. ft. main dwelling and 400 sq. ft. garage lie at 910 NE 2nd Avenue and are good examples of the Mediterranean-Revival style of architecture. Lots 1 & 3 (also historically designated) are presently vacant. During its meeting of June 19, 2002, the Historic Preservation Board (HPB) reviewed and recommended to the City Commission approval of the designation of the S.E. O'Neal property, described as Lots 1, 2, and 3, Block 10, Dell Park. The designation was subsequently approved upon second reading by the City Commission on July 16, 2002 (Ordinance 27-02). On November 6, 2002, the HPB reviewed and recommended approval of waivers to permit the reduction of lot frontage from the required 75' to 60' for Lot 2, which contains the historic dwelling, and to permit the total lot area (for all three lots) of the new re-plat to be non-conforming, measuring less than the required 9,500 sq. ft per lot. The request to reduce the required lot area for Lots 1 & 3, Block 10 was necessary in order to accommodate future residences to the north and south of the extant historic dwelling. Based on the retention of the historic residence and that the lot area had been reduced for other properties in the area, the waivers were recommended. During the same meeting, the Board also considered and granted a variance request to reduce the side and rear setbacks which permitted the retention of the existing historic garage on Lot 2. Concurrent with this modification, a request to re-plat Lots 1, 2, 3, 28, and 29, Block 10 of Dell Park was processed in order to accommodate the construction Meeting Date:January 7,2004 Agenda Item: ILA. Lot 3, Block 10, Dell Park COA 2004-078 Individually Listed Property Page 2 of two new, single family residences on the vacant lots described as Lots 1 & 3, Block 10. The re-plat altered the legal description from Lots 1, 2, 3, 28, and 29, Block 10 of the Dell Park subdivision to Lots 1, 2, and 3, Block 10, Dell Park. The City Commission approved the waivers during its meeting of November 19, 2002 with the condition that the mature trees on site be retained upon redevelopment. The applicant is now before the Board for the construction of a two-story residence on Lot 3, Block 10. PROJECT DESCRIPTION,. . The project consists of the construction of a 2,804 sq. ft. two-story, Mediterranean inspired residence. The concrete block dwelling displays a textured stucco exterior, multi-plane, barrel tile, hip, shed, visor and gable roofs, and exterior staircase and arcade. Along the front façade, decorative rafter tails can be found on the one-story gable roof while scuppers are displayed on the second story. Fenestration consists of single, paired, and triplet impact resistant, 4/4 and 6/6 single hung sash and fixed windows with stucco sills, an arched entrance door, two paired French doors, and paneled, overhead garage door. Fixed, board and batten shutters are also proposed flanking the majority of the windows. The garage entrance, on the south elevation, displays chamfered corners and a paneled overhead door. Few design elements are displayed on the north and west elevations. A 5' concrete block perimeter wall encloses an interlocking paver courtyard and pool in front of the building. The rectangular shaped pool measures 28'x14' and can be accessed from the building's front door entrance or through a side gate. The perimeter wall displays a stucco finish and decorative coping and measures 5'8" including the post caps. The wall surrounds the front façade of the building but does not conceal any significant portion of the front elevation or design elements. Extensive landscaping is also proposed which aids in buffering the wall from view of the right-of-way. No exterior lighting has been proposed or details submitted at this time. The applicant has not submitted a color scheme for the building although the use of off- white for the body and trim are presented on the rendering. ANALYSIS Design Elements LDR Section 4.5.1(E)(4) and 4.5.1(E)(8)(a-c), (E)(8)(g), (E)(8)(h), and (E)(8)(j) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. The guidelines are as follows: The Board Shall Consider: Lot 3, Block 10, Dell Park COA 2004-078 Individually Listed Property Page 3 (E)(4) 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 Interior's Standards for Rehabilitation, as amended from time to time. (E)(7) The construction of new buildings or structures, or the relocation, alteration, reconstruction, or major repair or maintenance of a non-contributing building or structure within a designated historic district shall meet the same compatibility standards as any material change in the exterior appearance of an existing non-contributing building. Any material change in the exterior appearance if any existing non-contributing building, structure, or appurtenance in a designated historic district shall be generally compatible with the form, proportion, mass, configuration, building material, texture, color, and location of historic buildings, structures, or sites adjoining or reasonably approximate to the non-contributing building, structure, or site. (E)(8) All improvement to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility can include but is not limited to: (a) height, (b) front façade proportion, (c) proportion of openings (windows and doors), (d) rhythm of solids to voids: front facades, (e) rhythm of buildings on streets, (t) rhythm of entrance and/or porch projections, (g) consistency in relation to materials, texture, color, (h) roof shapes, (i) walls of continuity, (j) scale of a building, and (k) directional expression of a front elevation. The Secretary of the Interior Standards for Rehabilitation recommend that: (a) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (b) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. Conclusion The proposed new, two-story single family home reflects a complimentary design regarding both scale and massing with respect to its appearance and in relation to the adjacent historic dwelling. The multi-plane roof line, asymmetrical facade, and incorporation of both one and two-story design aids in reducing the massing from the right-of-way. Though the courtyard and pool are proposed in front of the building, the design of the entrance, introduction of extensive landscaping, and the construction of a Lot 3, Block 10, Dell Park COA 2004-078 Individually Listed Property • Page 4 perimeter wall easily conceal their location and blend well with the front facade. In addition, the location of the garage to the side of the building promotes a pedestrian environment along NE 2nd Avenue and mimics the rear entry garage of the adjacent historic residence. While the new construction is appropriate in style, scale, and massing to the adjacent historic building, the proposed design elements do not significantly differentiate it from the historic Mediterranean-Revival properties adjacent and in the nearby district. It is therefore recommended that the proposed stucco exterior have a smooth texture, similar to those found on modern masonry structures, and that if feasible, another exterior finish be added. It is also recommended that the north and west elevations have some additional design elements added as the only feature they currently display are shutters. The introduction of a smooth stucco finish and additional architectural features on the north and west elevations have been added as conditions of approval. In addition, no detail of the windows has been submitted and no shutter dogs are proposed for the decorative board and batten shutters. Submittal of a window detail, including a muntin profile and notation for shutter dogs on the elevations have been added as conditions of approval. The survey and site plan, as submitted, are incorrect. The survey inaccurately describes the legal description as Lot 1 rather than Lot 3. Further, the site plan mistakenly notes the front and rear setbacks as the sides and the side setbacks as front and rear respectively. Correction of the inaccurate notations has been added as conditions of approval. The open space requirement for R-1-AA zoning is 25%. Extensive landscaping is proposed for the site. As the applicant is providing 64% open space, the requirement has been met. As the applicant has only preliminarily chosen a color scheme for the property and has submitted no lighting details, submittal of a specific color scheme and lighting details are also added as conditions of approval. Based on the analysis above, positive findings can be made with respect to LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a-k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, once the conditions of approval have been met. ALTERNATIVE ACTIONS A. Continue with direction. B. Approve the Certificate if Appropriateness for Lot 3, Block 10, Dell Park, adjacent to 910 NE 2"d Avenue, the S.E. O'Neal House, based upon positive findings with respect to the LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a-k), the Delray Beach Lot 3, Block 10, Dell Park COA 2004-078 Individually Listed Property Page 5 Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to conditions. C. Deny the Certificate of Appropriateness for Lot 3, Block 10, Dell Park, adjacent to 910 NE 2"d Avenue, the S.E. O'Neal House, based upon a failure to make positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a-k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Approve the Certificate of Appropriateness for Lot 3, Block 10, Dell Park, adjacent to 910 NE 2"d Avenue, the S.E. O'Neal House, based upon positive findings with respect to the LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a-k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1) That the submitted survey be corrected to reflect the correct legal description; 2) That the setbacks, as noted on the site plan, be corrected; 3) That the exterior be smooth stucco and that, if feasible, other materials be introduced; 4) Submit exterior lighting details and note the locations on the building elevations; 5) That window details including muntin profile be submitted; 6) That additional design elements be added to the north and west elevations; 7) That decorative wrought iron shutter dogs be installed flanking each decorative shutter; and, 8) That a color scheme be submitted for the body, trim, and accents with samples. Attachments: Proposed Elevations, Site Plan, Survey, &Floor Plan Report Prepared by: Wendy Shay, Historic Preservation Planner L 0 T 2 I LEGEND&NOTES CONC. =CONCRETE • K89'.72:T0t Pal= 4"ROUND CONC. MONUMENT ICCA2PW2''96.3 ROO 100.00' WITHC1P �2'RON�� 2500, STAMPED "PRMJ{3550" C.A. =CENTRAL ANGLE C.B. =CHORD BEARING I =CENTERLINE THE EAST LINE OF LOT 1 IS ASSUMED Z TO BEAR S.00°00'00'E .6W I FLOOD ZONE. X h Q IN Q to i< O • • = WOOD FENCE N�� a w0 LOT 3 Ng N WV= WA TER VALVE 1.C.) o O O O J o 8 L[j VACANT FH=FIRE HYDRANT mO cc, zcr) e DESCRIPTION ARC.39.07 • LOT s HEAL PLAT, ACCORDING TO THE PLAT THEREOF,CA e9•2600' OROED W PLAT BOOR 96, PAGE 189 OF THE PUBLIC 05 -2Sar PROS OF PALM BEACH COUNTY, FLORIDA. Cd a.544.4675'W. N-FDLno Ply, FOUV PRM i+FH MAP OF BOUNDARY SUR VE Y 75`O I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE 589 T2'30 W AND MEETS THE MN/MUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA C BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61GI7-6,FLORIDA ADMINISTRATIVE CODE,PURSUANT TO SECTION 472.027.FLORIDA STATUTES. 5, NE 9THSTREET CAVG CMS _ _ _ PAUL D. ENGLE NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR & MAPPER #5708 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION ILB353 SURVEYOR AND MAPPER W RESPONSIBLE CHARGE: PAUL D.ENGLE 2601 NORTH FEDERAL HIGHWAY,OELRAY BEACH,FLORIDA 33483 (561)276-4501 732-3279 FAX 276-2390 DATE OF SURVEY SCALE: DEC. 26, 2002 1"=20' ©COPYRIGHT 2002 O'BRIEN,SUITER&O'BRIEN,INC. HOOD BOOK PAGE NO, ORDER 0270 62 02-190d'S" v DELRAY B WCH DELRAY[PEACH HISTORIC PRESERVATION BOARD lir MEMORANDUM STAFF REPORT ?U01 1001 1U01 Agent: Digby Bridges Project Name: Handelsman Yellow Building Project Location: 85 SE 6th Avenue ITeEM_._. BEFORE THE :BOARD._.' The item before the Board is approval of a Class II Site Plan Modification for the Handelsman Yellow Building, pursuant to LDR Section 2.4.6(J). BACKGRQUN ©;; The subject property is comprised of Lots 12, 13 and 14, Block 117, Town of Linton, and consists of 0.39 acres. The property is zoned CBD (Central Business District) and is designated as an individually listed historic property. The property contains a two-story commercial building (formerly a single family residence), an office building, (previously the garage), a carport, and a two-story apartment building with two, one bedroom apartment units and one, two bedroom apartment unit. The single family house, now a restaurant, was built in 1903, remodeled in 1918 and was designated a historic building (traditionally known as the Blank House) on June 6, 1994. In 1947, the two story apartment building (2,224 sq. ft.) containing three apartments and a garage was constructed at the southeastern portion of the site. In 1950, a garage was constructed on the northeast portion of the site and the garage associated with the southeastern apartment building was converted into additional living area. A carport, between the apartment building and garage, was built in 1954. The apartment building, carport, and garage are considered non-contributing due to their lack of architectural integrity. In 1995, the Historic Preservation Board approved a Certificate of Appropriateness and associated site plan for the conversion of the 2,137 sq. ft. single family residence to a retail establishment, conversion of the existing 1,027 sq. ft. garage to two offices, along with construction of a second floor addition accommodating a two bedroom apartment, construction of a nine space pea rock parking area at the southwest corner of the site, and installation of associated landscaping, walkways, and refuse area. The single family residence was subsequently converted to retail use and the garage was converted to offices, however neither building permits were obtained for the conversion of the garage nor was the parking area installed. Therefore, the two new offices were not considered legally established. Meeting Date: January 7, 2003 Agenda Item: II.B. HPB Staff Report Handelsman Yellow Building—Class II Site Plan Modification Page 2 In October 1995, the two-story historic building was converted to a restaurant, with the second floor serving as storage area. During its meeting of May 2, 2001, the Historic Preservation Board reviewed and approved a Class III site plan modification for the conversion of the 1,027 sq. ft. garage into two offices, construction of a 600 sq. ft. concrete outdoor dining area on the south side of the restaurant, construction of an exterior staircase on the north side of the 2,137 sq. ft. restaurant, installation of an eight space asphalt parking area at the southwest corner of the property. The improvements included installation of one handicap accessible parking space on the north side of the property, and installation of associated landscaping, walkways and refuse container area. While the proposed project was approved by the Board, the project was not undertaken. Approval for the project expired on November 2, 2002. On March 19, 2003, the Board again reviewed and approved a new request for a Class III site plan which included the conversion of the garage into two offices, construction of a new nine (9) space asphalt parking lot, installation of a handicap accessible ramp, and installation of associated landscaping and walkways. The improvements were never undertaken. The applicant is now before the Board for consideration of a Class II site plan for the elimination of the nine (9) space parking lot and request for consideration of construction of an English tea garden, internal walkways, and purchase of six (6) in-lieu spaces. DEVELOPMENT PROPOSAL The development proposal consists of the following: > Elimination of the approved nine (9) space parking lot; > Construction of an English tea garden with extensive landscaping and circular paver walkway and associated internal walkway; and, > Consideration of a request for six (6) in-lieu parking spaces. Project Description The applicant proposes the installation of a circular English tea garden and paver pathway at the southwest corner of the property, adjacent to the historic building. The garden and associated landscaping is proposed in place of a nine (9) space parking lot previously approved with the Class III Site Plan Modification. The purchase of six (6) in-lieu spaces are proposed to meet the site's parking requirement of six (6) spaces. The new proposal involves the construction of a new walkway that will lead from the porch of the historic building to the tea garden (at the southwest corner of the property) and a curvilinear walkway that leads from the handicapped accessible ramp to the office. No exterior lighting is proposed at this time. HPB Staff Report - Handelsman Yellow Building—Class II Site Plan Modification Page 3 REQUIRED, FINDING $ Pursuant to LDR Section 2.4.5(G)(1)(b), a Class II site plan modification is a modification to a site plan which requires no review of the Performance Standards found in LDR Section 3.1.1, but 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. SITE PLAN MODIFICATION ANALYSIS COMPLIANCE WITH LAND DEVELOPMENT REGULATIONS: Items identified in the Land Development Regulations shall be specifically addressed by the body taking final action on the site and development proposal. LDR Section 4.4.13 Central Business District (CBD): LDR Chapter 4.4.13(G)(1) - Parking Parking for this development proposal is being assessed as it relates to the conversion of the garage to offices, relocation of the garage spaces, and provision of a handicapped accessible space. The existing 2,137 sq. ft. historic building has been utilized as a restaurant, with the first floor utilized for dining and kitchen space area while the second floor is utilized for storage only. Pursuant to LDR Section 4.4.13 (G)(1)(a) within that portion of the CBD bounded by Swinton Avenue on the west, NE 1st Street on the north, the Intracoastal Waterway on the east, and SE 1st Street on the south, parking requirements for all non-residential uses, except restaurants, shall be one space for each 300 sq. ft., or fraction thereof. The parking required for the creation of new floor area shall also include the replacement of any previously required parking which may be eliminated. Based on the information above, the two new offices (the 1,027 sq. ft. garage) require four parking spaces and the replacement of two spaces eliminated with the conversion of the garage equal six (6) spaces thus, requiring six (6) parking spaces total. The applicant is proposing to purchase these spaces through the City's in-lieu parking program which is available within the CBD. LDR Section 4.6.9(E) - In-Lieu Parking (E)(1) Street parking, parking located in the public right-of-way, or parking located in public parking facilities shall not be used to satisfy on-site parking requirements. The terms "on-site parking" and "off-street parking" are synonymous. However, pursuant to the requirements of Section 4.6.9(E)(3)(e), the cost of construction of additional on-street public parking may be used to offset the total dollar amount due under an in-lieu fee agreement with the City. HPB Staff Report Handelsman Yellow Building—Class II Site Plan Modification Page 4 (E)(3) If it is impossible or inappropriate to provide the required number of on-site or off-site parking spaces, the City Commission may approve the payment of a fee in-lieu of providing such required parking, pursuant to the following provisions: (a) The in-lieu fee is authorized only in the CBD, CBD-RC, OSSHAD, and GC (West Atlantic Avenue Overlay District) Zoning Districts in compliance with the Supplemental District Regulations provisions therein. The in-lieu fee is $12,000 per space as required by LDR Section 4.6.9(E)(2). LDR Section 4.6.8 -Site Lighting Pursuant to LDR 4.6.8 (Lighting), site lighting is required on site for new development proposals. No exterior lighting has been proposed with this modification. While site lighting is not required for the proposed garden use, path lighting such as lighted bollards or other similar lighting should be provided along the pathways and within the garden area to ensure pedestrian safety. This has been added as a condition of approval. LANDSCAPE1 ANALYSIS The proposed landscaping consists of roses and orange jasmine surrounding the circular pathway at the center of the proposed garden and a Royal Poinciana at the outer edges of the garden. Existing Lady Palms and Lillies surround the historic building with Shining Jasmine, Cocoplum, Benjamin Fig, and Red Ixora proposed along the perimeter of the property and as well as the three buildings. Queen Palms and Christmas Palms will be relocated along the perimeter of the property (near the office and apartment building) with Lily of the Nile also proposed. While the proposed landscaping, as listed above, complies with the requirements of LDR Section 4.6.16, there are several issues concerning the data provided on the landscape plan. Therefore, the following technical items are attached as conditions of approval. Landscape Technical Items: If the Class II Site Plan Modification is approved, the following Technical Items must be addressed with the submittal of revised plans prior to building permit submittal: 1) That plant materials for area #10 is identified, and, 2) Consideration should be given to screening the west side of the carport with Cocoplum hedging to soften it from the garden area. REVIEW BY OTHERS ,`' Downtown Development Authority At its meeting of December 17, 2003, the DDA Board reviewed and recommended approval of the development proposal to eliminate the nine (9) space parking area and purchase six HPB Staff Report - Handelsman Yellow Building—Class II Site Plan Modification Page 5 (6) in-lieu spaces, construction of an English tea garden, and associated walkways and landscaping. Parking Management Advisory Board The Parking Management Advisory Board (PMAB) will review the in-lieu request during its meeting of January 20, 2004. The Historic Preservation Board's recommendation will be forwarded to the PMAB and the City Commission for consideration. ASSESSMENT © CONCLU_S.ION._ Pursuant to LDR Section 4.4.13(G)(1)(c), if it is impossible or inappropriate to provide required parking on-site or off-site, per Subsection 4.6.9(E)(4), the in-lieu fee option provided in Section 4.6.9(E)(3) may be applied within the CBD. However, as the previous Class II Site Plan Modification permitted the construction of nine (9) parking spaces on site, there is no data to support that it is impossible to provide on-site parking. While the.adopted Downtown Delray Beach Master Plan discourages parking in the front of the properties, provision of the six (6) parking spaces is appropriate based upon the prior illegal conversion of the garage to an office building and the current parking requirements for the restaurant which results in a significant parking deficiency for the site. Any future development or redevelopment of the site must consider utilizing the space (at the southwest corner) for a building (either newly constructed or relocated) along the property frontage with parking in the rear, adjacent to the alley. Per LDR Section 4.6.9(E)(1), street parking, parking located in the public right-of-way, or parking located in public parking facilities shall not be used to satisfy on-site parking requirements. While a 76 space City parking lot abuts the north side of the property, the parking lot is heavily utilized during the evenings and weekends and is a parking lot where employees of area businesses are encouraged to park. Given the significant parking deficiency of this property, and as the property contains adequate land (as illustrated by previously obtaining approval of a nine (9) space parking lot), it is neither impossible nor inappropriate to provide the required parking on site. In addition, though no exterior lighting is proposed at this time, due to the nature of the proposed landscaping, it is highly recommended that path lighting, such as lighted bollards, be installed along the proposed walkways. Further, the proposed landscaping is appropriate for the site, though several notations on the plans need clarification. Based upon the submitted plans, positive findings can be made with respect to LDR Sections 4.6.8 and 4.6.16, once the conditions of approval have been addressed. ALTERNATIVE ACTIONS A. Continue with direction. B. Approve the COA and the associated Class II site plan modification the Handelsman Yellow Building, 85 SE 6th Avenue and recommend to the City Commission approval of the in-lieu parking request, based on positive findings with respect to LDR Sections 4.6.9(E)(1), (E)(3), and (E)(3)(a), subject to the following conditions: HPB Staff Report - Handelsman Yellow Building-Class II Site Plan Modification Page 6 1) That lighting is provided along the proposed walkways and that a lighting detail is submitted, and, 2) That the Landscape Technical Items are addressed. C. Deny the COA and associated Class II site plan modification for the Handelsman Yellow Building, 85 SE 6th Avenue and recommend to the City Commission denial of the in-lieu parking request, based upon a failure to make positive findings with respect to LDR Sections 4.6.9(E)(1) and (E)(3) that it is possible and/or appropriate to provide the required parking. RE;'CO M M END A T1 N.:. ..' Deny the COA and associated Class II site plan modification for the Handelsman Yellow Building, 85 SE 6th Avenue based upon a failure to make positive findings with respect to LDR Sections 4.6.9(E)(1) and (E)(3) and recommend to the City Commission denial of the in- lieu parking request. Attachments: Landscape Plan, Reductions, &Survey Staff Report Prepared by: Wendy Shay, Historic Preservation P lanner t MYELLOW PAINT ARKING POSSIBLE GAS LINE 0 2.1 eh i LOT BLOCK 11 117 ��cv• o�° LEGEND: + 30.10' + 1 + JK +1237 `ro• j� + + CENTERLINE 1 p r PAVED 1,30•0o 7 PAVED DO , WM = WATER METER 0 p +77. 5 �+ BLUEWATER L!N£KING 1 + - �:0-7} FIRE SPRINKLER +t25 `� CONC. = CONCRETE CONNECTION a b. WOOD 0. ro 7 Z F FENCE .•�_� �_ �gj LR. = 5/8"IRON ROD WITH CAP/LB 353 W 7• i CHIMNEY-�.od� U 10.6' O W W OQf+ U �// „ --- J-_` O� I 3 C.A. a CENTRAL ANGLE I d 27.1' 29.6' ` .. ./ 3 2 C a � �+ e (- W ` .� W� �•?_ - • - - OVERHEAD UTILITY LINES 3 2 es. ? FLAGSTONE U InW Izy ' >^ O p b W �7 FLOOD ZONE: X 0. 0 0 1 Cc 2 STORY . Sc PORCH r I=U . o/ �I2 w O { l o2 :"1 BUILDING ! 3 LOT 12 L �vl gyp¢ti -e+IWi:t� CONC. SET BACK REQUIREMENTS: U111 o m o " poo,..., /85 �` 1 .1 BLOCK 117 ,,,r, ,`,le§ a �; I 10'SIDE ..-12 h 3 a ', f100R+N.42 h: -U `lam / �+ 10'FRONT v 4 `. h , WOOD DECK PUMP W-, w �[ SI 10'REAR Et 0 2 ;,J HOUSE /\ 1 0'INTERIOR SIDE p 2 2 . , .1 I 48'HEIGHT • 0. _ 15...' �,.,17.0,,,,, i 29.6' i LUE PAINT MARKING AREA = 16,799 SQUARE FEET OR 0.3856 ACRE _ PARCEL l .,' WOOD , ;,,,,,,,,,,,,,,,,,,, 11.1' rl WATER LINE • 0 (NI i Y� PORCH JQy< / IC.2� CONC. LJ' .,�` SSMH a SANITARY SEWER MANHOLE a A`C NV.=INVERT e O 4.0'CONC_ WALK PAD / j,A ,,•+�41 I • +1089=ELEVATION BASED ON NATIONAL GEODETIC Y7 0 S. LINE OF N!/2 (� R# VERTECAL OATUtM 1925 SOURCE STATE ROAD DEPT. N+� Z ,,+W r + -_ +Y19,(OF LOT 13 / - -�- S/+Y1 3 I Z ZITRABF_NC MARKTAL WATERWAY ATLANTIC MULE B' OVER HE QI p '� N. LINE OF S.1/2 / e tC vl j a - OF LOT 13 U .•j '6 1---.I� a 3 LOT 13 r1 ��7r-- h BLOCK 117 - -L r STAIRS - '1� 1.6' 2 1 18.2' a 5.3' W I (n io • `" 2� PARCEL II ., ,4 0 FLOOR 32.1 ' e b ,, Uti -� --RIGHT OF WAY AS ,,, �•�0 7 do 2 STORY •��,-t•�� I APARTMENTS n 2V 1- r Ir SHOWN BOOK 2, CON C C. �4.3' /67L 613, E15 h 2G W¢ • 1 GOi PAGE 214 LOT 14 PATIO / _ §r.,-.. y, I I 2 BLOCK 117 I �i O IT ..,r FLOOR Z00R+ \ DESCRIPTION: +am +1185 I 32J' ` PARCEL I: 30.0' ARC a 23.34 a LOT 12 AND THE NORTH HALF(N.1/2) OF LOT 13 BLOCK 117, TOWN 1 C.A. = 89'OB 30� • a OF LW TON, A/K/A DELRAY, ACCORDING TO THE MAP OR PLAT RADIUS = 15.00' • iy 2� -, `t \ THEREOF AS RECORDED IN PLAT BOOK L PAGE 3 OF THE PUBLIC DRAINAGE INLET __. 0 oe o I WATER VALVE WITH RECORDS OF PALM BEACH COUNTY. FLORIDA. PARCE• _ POLE US v BLUE PAINT MARKING vil + +724 el 1 0,, + 51 {� WA TER LINE SOUTH LHALF(Sl/2) OF LOT 13 AND LOT 14, BLOCK 117, TOWN OF LINES FOR ?� ��'FOUND LR. 115.22' FOUNOJ' +�I' LINTON, A/K/A DELRAY, ACCORDING TO THE MAP OR PLAT THEREOF f.R. •} 1 W AS RECORDCO IN PLAT BOOK 1, PAGE 3 OF THE PUBLIC RECORDS OF 1 SIGNALS - FH ' 2�1 PALM BEACH COUNTY. FLORIDA. I STORM I Cl +I +KL97 N 412W MANHOLE N BEM2i MARK TOP >¢ I O'"NAL&WAS-ER • 1+12.00 - 127I - - S.E. 1ST S T. - - LLf�AI>rav+I+12 e 3 f_I +X295 LINES FOR +1192 YELLOW PAINT RPA I\ TRAFFIC MARKING POSSIBLE +7AB7 I SIGNALS I 34'PAVING CAS LINE I MANHOLE 6'Cc 1B�PIPE RUN N. Cc S. I MAP OF BOUNDARY SURVEY TITLE NOTES: CERTIFIED TO: PARCEL SUBJECT TO CITY OF DELRAY BEACH RESOLUTION RECORDED KLBICKI DRAPER THEREBY CERTIFY THAT TICS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE iN OFFICIAL RECORD BOOK 476, PAGE !!L CHICAGO TITLE INSURANCE COMPANY AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY TILE FLORIDA PARCEL SUBJECT TO DECLARATION OF UNITY OF TITLE RECORDED IN YELLOW BUILDING. LLC, A FLORIDA LIMITED LIABILITY COMPANY BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS N CHAPTER 61G17-6,FLORIDA - OFFICIAL RECORD BOOK 8917. PACE 1643. WACHO VIA BANK, A NATIONAL ASSOCIATION, ITS SUCCESSORS OR ASSIGNS ADMINISTRATIVE CODE.PURSUANT TO SECTION 472.027.FLORIDA STATUTES ./Gr-,r_-a� r/1�t-c- ._- THOMAS E. AOAMS NOT VALLI WHHOUT THE=NATURE AND SURVEYOR & MAPPER fj3489 THIS SURVEY SHOWS ALL EASEMENTSW AND RIGHTS OF WAY L OR/DM RAISED SEAL OF A FLORIDA LICENSED S SUURVEYOR AND MAPPER AS SHOWN ON CHICAGO TITLE INSURANCE COMPANY OFFICE FILE NUMBER 410-0508 DATED OCTOBER 7 2002. ., • O'BRIEN, SUITER & O'BRIEN, INC. LAND SURVEYORS CERTIFICATE OF AUTHORIZATION/L8353 SURVEYOR AND MAPPER W RESPONSIBLE CHARGE: PAUL 0.ENGLE 2601 NORTH FEDERAL HIGHWAY,DELRAY BEACH,FLORIDA J3483 (561)276-4501 732-3279 FAX 276-2390 DATE OF SURVEY REVISED: 6/30/OO-ADDED SCALE, REVISED: 3/27/03 - ADDED ELEVATIONS MA Y 20, 2000 ALTA CERT !CATION lu = 20� REVISED: 11/18/02 - ADDED NEW TITLE POLICY INFORMATION FIELD BOOK PACE no. REVISED: 2/20/01- CHANGED Oil�' ©COPYRIGHT 2003 O'BRIEK SLATER&OHREK INC. REVISED: 9/17/02 - CHANGED CERT. TO. D.225 58 CERT. TO X TITLE INFORMATION 94-241db I -- ?• GONERAL SPECIF1CATIONSMOTES I. the anrocla shoe drawings 7„ed,ae drags brnmer tern-upon theirrece:;t "` t and shoo prceoey nobly the engineer.Doug)Inter Commies.Inc.n affix of eey Encregmces Anything sham an the Bra ngs and not mentioned is . _ s • » �I . f the specific-era o mentioned'n the s7,edfcafam and not town en the I _ • - - re!'•`•t drains shod be of Me effect n If sham a mentioned in both. I / ��i:�j� 2. T. Deere �f a meted an drawings INA In genera,be followed n preference to acde _ 't � has repents. Leap scare drosng,tide h gen«d,anew send sale = =j 1 drawing. The nnrocla indl compere at aawnss end merry the Ifyees ; `' _ `I .,,,,.,./'---PAVED before kylg out the work and.t be respneNe far any droners hanim might I W I _- m . have been e.oded thereby. Men skinning on the drawings as affected by I a the title of eg,bment,decf, the contctor and adpst warn do a eons e, t I I P . /DIGRY conditions may make. 30 OO MARSH IC BRIDGES, 1 N the anteater.in the o,,.of the work finds eny C=Macy betaen the -; I - z- -s _ ---r•- - - - drawings eau ex physkd oaodfms of the load:7z er a;y error or weeds j I I (- PIZI D lioo r ASSOCIATES in the&clings or In the knout as gne,by pants oM nemetims.er A oe,e, unforeseen andogomd a obo e¢«md eandtkns er any other -.4 -,' �'-11 , I, a X 1 ® = were doted conditions rwwing addend wort by the contactor.R,hat be r - �- _ r i INC. P.A. his Sty to h,mefately Infirm the engnor,h writing.and the engineer Tat \ l. ,f ..y''— ARCHITECTS Promptly ced,the moray of the nforma ten. My work done after each ; r IL50— e�� l I~ .{' > a .rI i 1l NE.PLANNERS. damserA Intl my necessary degas ere Mattel.weI be done d the C I i � _. _l2 _ I t t�i / ' _ f5 / - anon. ' ` S`I 4 } 3• � tz4 Na aTli>tzoD / TF _zS�f1I1 .. ___ 1 1::-,, . 1 1 4. ■ iY�wAr SEAM 4. t any pert of the cmtocia's work depend:.be proper es<nlion a reed+~ I €vr,}. K :1 i .. • 1 I I fs�ea zYauaa spa the work of any other contactor.the a nrala shed Inspect and 7 '1 Ill: • I - I macs re work Broody In pkce end that at once report to the engineer eny . ;-,h-.�� I-3 j-__=1 .:::..A rim'`•` i 4.-: -• - J dBaepawee between toe mated.ark and the drowns,. =`" li' x ,;- BUILDING#1 !' I !, 1a, ly ,� V.'S � 5. The engineer a Ns*,mated repreentothe shed hove free trans to the I: i I 'A =I< st :; I I work of the ecntro ter et any Ikea ra purpose or hepatica The anteater r i I- 'L_. , a r '/ i •- BUILDING 43 CONC. tel b,nN,the kd10a to determine,as best on con roman*be don i i _ p 01 iN•{' I- / PATIO I f i� 18 I e the nature end quoit of the work performed Such ashlars or the I U EXISTING , i,- £� /i 1 ;a `= 3 cntorta std.If necessary,hoax the unarming,teethe ar remand of I I r' g _j '� portions of lethal work el ,, 1 AND 2 STORY _— r(,> i i EXISTING 11 :1;E s. Debris Renont N debris t:oe to rimmed from the Oder and le7aty deposes j .-'L - a BUILDING WOOD EXISTING `'1 "• I i eti<iF Donis may be termed wen catantg proper terming matt out any neared `7 WOECXOOD wood DECK I j *- 1 STORY OFFICE f--`-1 I l_ renders ors m be disposed of as dbated.by to owner en Ns representotees I � .;;.� I _,:1 Me6-FF.BE'V.-fa.4z l c- I .:'• 's r I G °°.a i' - '( .j",�R.�_ b � :• - X •/ ,- .. FF.ELEV.-1tAS I W i t E 7. the cantata.sea be remnants is protecting elf Widen structures ad i F fist;1 =-� .*\ , i > I :maces that ere aNagard ate a ground a m the aortae egotist I 1 / - r N it g 1 amstmoten operettas,that maybe ha:odaas k saki betides end end hard W I I I J jj l s • \ 'fi aid,me the owner harmless egotist d dams of damage. that be=pieced D I I �'3 �' r promptly wets raw pees a male ids by the. Z t l I3} WOOD PORCH I 1 t �' 1 yaw le IL The contactor shoe,by repot er r placanent realm to earl a better ; 1 er�Y 1 t2W�'_� N eandti,n,a pavement.ekesdk Iona,atFten.end other Rem daeaged by Q I O �J - / I% „• o- i ! 1 s�thb CCaraten adteR IZt ' sf• `�, Z.., s'1 -.•', .'�. / t_.�---11.50-.` rA M. The oentecta d d be repairs for obtaining d rewired testa end sad ��j\19®��,�ua�1\/frs�1\t��{I\e��i\��, I 10 Haddam rota.eaten a d� .mmR epatsbyes►dependmttesinglate-o yappaKabrteengne«- I>- �� fri-7+�f��'c1tlm'�St#�'I'tri'w7t��. __ — :- I Ito, Drainer Farman R Druid en tests fat to meet as sham herein,the entracte ttDD - — — N — E shoe at he eymse correct d deficient and submit Westay test tsar a1 �fz a 11111111�11 \ 1 I psix aatpf spmjent•,nt _• I? I �. � tr 2 - _ Al ctnonALSRYO DATA results she ma wRh tea. _ t _ N- I *6 EXISTING '� - . Tr 10.M eat shoe be performed n a workmen flee manna and tread eanfam vein 16 i t {-f .,, . T - ' - \ I I CAR PORT e,rajas 'where Arm etaz R• 2 d wpecmre(Its County,sate end Felted resections metar codes The Q 1= -b li ><-U ,. I r _,_._, -.• I I I 2 ckw>�h,.weft,4�MUM/ aerator end able,d permed oat Rasa rewired be begin wort W II , 3� / / r f I j ( ra.tev Ate, taker• T.The contractor tend ntendy emir the combo:Oen wee to determine the i Ci) I I I arw;M of ceahg and eeeteg racnle,to be replaced,armed end/a I I /- -:.., - �HANDELSMAN f •i/ / \ erson.sroRAee(�,,,.,:.a.eraakso=7 oQsrwnrn relocated,hem mcy be regaled h ceder to cmplete the work B I I�r /i r r:y>'� ... .,� /tea 1150 �.'._.i nm�m..,r.,h.e«>..os YELLOW 12.The contactor that ghee the engineer 48 ban note aka to requesting O' _Ij ( / �`.y _;s •` N. r 3 Sea wane(weer-lore- BUILDING regaled ngrt s and that.apply at eTypaen �Y properly 0)' i• j ./ -�\ s..a.e< tar.to,tw rt• der II- end inspect the cenpteted work I 'Nil 1 / ..y I. m.neo NE CORNER OF 13.The contractor ewe guarantee at work and matelots for a perkd or as year . 1 i 4.--col- I I 1 - F . -\Y $ ..; Milli f I a RCr'/Fy.rou96flSE STN AVE./ to the x!e err propel aaAgtence datg eb m d karty contnrct a I ' SE 1ST ST. 1 I 1' s ! .1 �� FF.ELEV,t7_14' I 1{ sFs•AIO F�acIna/a motorists dice be aerated at the contractor'.eymse I h1 -i v-rLc& DELRAY 8CH FL- 14.Mark doe be rsacenp0ted h o ode ad.alaraddke mower. The I $ r-�£��` rl - - BUILDING#2 5i 1 i -T.°, I I it Wh>re r-„iena.e,mtad.,aerator shod campy slit at opp to laws and resins ns of any pubic I II I ''' F 1 :11 Iad/or prlwte body Iweng prrbdctice fa t e safety d persons or property er i '`� - I '-'TOO la to prated then Mon dunnage,njey a loss end tad erect ad mentor at 11 �' 1 / �- EXISTING = k E j g recta ' ,/ weary safeguards for such safety and Patata. The resp nasty kr I . k r -� Q a I SI C� r-yr(s yew.1 beraay.nwkRBeehaerw7 DRAINAGE AND pmjxL aafery rests sad and sped5 ail with the aerator. Shona t UtRy 1 ,�C f .r -:� / 1 AND 2 STORY i S-6.er(5amimaowo.e7 Aatneity e the:a npayee end agents ere men tcdy Inns,n fed and fold � \ `,. . / CONC. 1 s. g-(1r_os loorrl' GRADING PLAN nam:ees from eny oetkes of the anteater Meng to the suety pro edures I i II r \ / • i PATIO �= APARTMENTS a I• r ,, 1 sr.os1. Tmpaamented drng construction and tom any doins draught by any persons \ \ a `A j > I _,< megarCng eclat}pa,and npry en property damage t I IP\ \ -\ i r�. _ / ..I_ (#611, 613, 615) a ;�-; I g-fa%%-ova- 15.eCSAAl WRSTRUC710r1 INSPECTION CNDOffOtis 1 II , •� IkT. :i_ , •� r /I I Oc Ace-0.t-s ere 16.796h•Rune!' A Par to en dedatian the =� _ �, I FFf-t2ea FFf3EVrldT� --�- 1rteatrvsrt(mn�a.awisa.w.,rrthayy appmred. . •\ ).- ,;/1( i .r C. .U^an expletion of p base a n,otei g • `i \ '/>$( /-- ,, I i D. "the tine of deDr«y of base matafd. I 1 /. �\ ':-ter s L ;r I t "=.T •��-.�� j ; E Upon onmptetkn or the base and price to priming. 1 s fq J .") D.so— 1 j (2460 11. F. kmeBetdy prior to upon the fRt and second wd�n7•m, En_r-h.DR.,'.t ,(,�`r�� `_ 11,'i� € t - ` - _\ f_',. 1 T-_ly_ PATIO Ili i of the pant entreat (arse. = 1 G. UM.cadetknorcasrocto. A find nspatknwa6emax —e�L, _>—,_G—� ( r:,\� v T 1150-! n I ( I„ 1 R i notic project e b needed. ....7...: �� a✓� .�•`_- III(3Eih111 �.-11So ___ l9 : - 9 T6 Al mraandte mateid such m road..anal,and debris shed be armed ham • \� `tea _ -t ry,7 `— - -�i y 1 - SITE STORAGE VOLUME deb . �C F - - - .-..'-• - -11d LG _ -AREA- _VOLE- mwe+.a star I the R na of ama opted and kgdy At the ions««a -ether.p;.� tE-,.,\� rtvadc mcy be slodpied an the site at designated localioru far use in I ..•-^- -• - >.•� .. _ _ __.:i.a` .. .. _ ....- _ :, each.e a eree��'" ".' . s ;-. :_ c I SEA 334 fL' a4 londxcpng - 2 = 72 N' u a"""'e� o.ws. saern CDNSROKT hFR 90EfNJ(PER E5Sia7(•'aE- '..•_i { 17.aarmty Al materiel end ega{xmmt to be banished and/or hdded by the _ - DELRAY MAGI SWARDS i<r•.'er`` {3 = 263 ft' "'n""`.r weer.x.e- `\ +me ee.eaam.ea eseNer mdrodar Mr thb project star be goamteed bar o pentad of one near from - -- __-- _ ---SEE DErM.SeLT c2 ----- --�•' {4 = 286 ft' a^�d++t• . the dale of fed oo<enta,aa thereat egond defedieee metales design end ` _ _ s ; .«lnmsn'p. Span receipt d entice toot the owner false of eny pent or i -_. f- ... .2._ {5 = 4480ft.' «,....Aaeh.ea.m.,.a. 0.y amteed ew•pnent a matelde Deng the gamey parka the effected - {6 = 803 ft.' i v e°""'•:'�o�,.,.. Vat pat,a metnld ,fiat be replaced promptly de new pub or mate ds • 1,803 ft.' ._e-,"a"" by the cantata at no espose to the omen. n the mat the anteater I - awew a.w.,.waetrA e kb to anda the eecessay replacement a e pots.thin men(7)don ekea NOTE: STORAGE VOLUME BASED ON AREA rat norr*mexwese..Re any.w y. may 1 e MEASUREMENTS AT VARIOUS CONTOUR ELEVATIONS .N.e.eee rotfxrien b Me owner.the owner ah the work at the expense yide•r ere. re•e..r.ee of the contactor. -" ",., _SOUTH EAST 1ST _ — — -- 1S As-butts The conrafa Ad mnglete-as-bufr information rdehw to i - _ __ - iI. pbe lengths moterids odd any deviation ram plans and amide o npy of ..•' dam to the own,end engneer for find eoaptece of the contrecta t weak Q 1 e • • 11 ereelo ernottres refer to GY6.152g. z a s: Artrt ID SITE DRAINAGE AND GRADING PLAN 1 3 ,o SCALE:1-=l7-0' 4 11 'o `6 f2 • e is LEGEND .7 14 • EXISTING ELEVATION PE2 O'BRPROPOSED N,$NITER il 0'E IEN,INC. RECEI 11/11/03 v Da ELEVATION /� S.J •-12.00--- PROPOSED ELEVAATON CONTOUR D E C. 04 2003 e--- FLOW DIRECTOR �� j�,� • CUj�l1�G rwlo•-o- Al CROSS-SECTION LOCATIONS .:: i.:—_-_—] A �L��'Ylly � (SEE SHEET C.2 FOR CROSS SECTION DETAILS) : 1• 21 50• R/W Z ti ' 25' 25 14.00 - • PL i � r r s ro B „ o.,r „ a,z ro B s ,. • ,t ) sDIGBY w°A°E sva°DiE 13.00 • 3' I 4' -0.24' 0.00' 4 3 osr / -0.24' -0.57' I BRIDGES, o.,o' s. �2.00x / 2.o°x� s' o.to' o.00' BRID6E3, z.ox —1 J wEaRINc suRFacE �I`�1 z_oxMARSH 2. I 12.00- - .._ ..:--ROAD ._:. .--- `'WALK- - ..... --- - - -- -- -------..__ ----- --- -I ASSOCIATES CHIN. 7� 6•MIN. .' • i INC. P.A. II` BASE MCHI7ECT8 LS'CONCRETE 1\ 5'CONCRETE SIDEWALK. `SUB-GRADE SIDEWAUC, a PLANNER& 4" THK. (s"THX 6"STABILIZED SHOULDER 4"THK.(s' S) i i ' _ ! 124 N.E 6TH AT DRIVEWAYS) AT •DRIVEWAYS) 11 i___...__ .:. .-__ __._..._ ___.._- -._ _ __—____-____ _ _ AVENUE (50 P.S.I.F.B.V.) 1100'---_.------ _ - --C - -- __.._ . . .__.._,. - i --_--_- I DELRAY REACH. i I ! - FL 38483 PAVEMENT SPECIFICATIONS I 1 ! `166v 276-1366 ! i : I I 1 ! J WEARING SURFACE 1 1/2"TYPE S-W(2 IJFTS)OR 1-1/2"TYPE S-1 10.00 `'_. I I 0 0 5 10 15 20 21 22 23 24 25 8'LIMEROCK COMPACTED TO 98%MAX , BASE DENSITY PER AASHTO T-180. CROSS SECTION A-A C t ti PRIME do TACK COAT PER FDOT SECTION 300. S i£=IB 12"STABIUZED(75 P.S.I.FBV)AND HORIZONTAL SCALE:1"=5'-0" - VERTICAL SCALE:1"=1,-0" .1 SUBGRADE - COMPACTED TO 98%MAX DENSITY PER AASHTO T-180. �S t'''t fill VARIATION FROM MATERIAL SPECIFICATIONS W LL BE CONSIDERED 1 41 d ON A CASE BY CASE BASS BY THE CITY ENGINEER. STABIUZE SHOULDER TO 50 P.S.I.F.B.V. TYPICAL 50'R/W SECTION .• 14.00; - 14.00 i I ! 1 PL PL I ij I I • I 13.00 -- -- ---i---------------- .-._---- - - 13.00 -- i —I z AND GRADE W EDT GRADE - SUBGRADE MIN.95% 1 - I • I \ �' MAX DENSITY T- 9PER 1/4'PER FT.SLOPE UNLESS OTHERWISE I SHOWN ' i • EDGE, 2 ::..........."_. 12.00' — — = - - - - 12.00 - '- j ELSMAN ` HAND - RADIUS/ I I YELLOW TYPE-A- SECTION A—A cuss I CONCRETE ! EWALK ! 1 BUILDING P.T. Ilk JOINT PER SECTION 345, t i I i I ' F.D.O.T.STD. 1100 -- - -- — - - - — —- - NE CORNER OF ,., Ilk , VEJ R/W UNE SPECIFICATIONS I ! 11.00' I SE OTHT T. 3000 PSI MIN. I i i 3E 13T 3T. I-�I Auoorfi Toe A I TYP-I ; I \DELRAY BCH.FL Illli rMINED BY ! I ! I I IIENGINEER � �� SwSPG. 10.00 _ O 5 10 ___----____� - 10.00 I // E B JOINT / 15 20 0 5 10 15 P.C. A EDGE TY 1/2'RADIUS PLAN P "A E "JOINT CROSS SECTION B-B CROSS 3ECTIOHS CROSS SECTION D-D -•i �4 H 1�/8 Tip HORIZONTAL SCALE:1"=5'-0" - VERTICAL SCALE I"=1'-0" HORIZONTAL SCALE:1"=5'-0" - VERTICAL SCALE:1"=1.-0" 1/4"R. 1/4'R. _1/2• 1< . II . 1/4'PREMOLDED - ... v EXPANSION JOINT MATERIAL PER SECTION (2460TYPE "A" SPECIFICn ONS sro. TYPE "B" • g • SIDEWALK JOINTS ' — PL — i 14.00 , PL i I NOTE ALL SIDEWALKS SHALL BE CONSTRUCTED THRU DRIVEWAYS. i i • TABLE OF SIDEWALK ' TABLE OF SIDEWALK JOINTS f i 130 1 ___ «amp•== •� THICKNESS — T' 13.00 i r - I -- - . . - 0 ----I- - ; :�. RESIDENTIAL AREAS 4' TYPE LOCATION ! I I i I I WITHIN 10'OF CROSS-STREETS. P.C.AND P.T.OF CURVESklortuars. .I,. AT DRIVEWAYS do OTHER AREAS 8' 'A' JUNCTION OF EXISTING R i . 1 I n.ne r,,,.y ex,,,., • TABLE OF SIDEWALK NEW SDEWALKS 8 EVERY 30' _ - --- �J(j}C 1 i WIDTHS — «W.. 5'-0'CENTER TO CENTER ON 120D` _.. 12.00: .-. -__-_ .F_-_—_i- _ ..w.......,n,. SIDEWALKS SCORED DURING j . I ` i I "Report' "'mo w.. B" PLACEMENT OR SAWCUT WITHIN ! I - 1 °ivt`°"" SINGLE-FAMILY AREAS- 5• I i e." .+me 24 HOURS OF PLACEMENT. I I • .. 1 I , w..o.+o..w.e� I 'i 11 MULTI-FAMILY AREAS 5' WHERE SIDEWALK ABUTS . ! ; I I vet.d/�'�""ra.. - OTHER AREAS AS SPECIFIED BY THE "A" CONCRETE CURBS.DRIVEWAYS. r- —. __-__ __.- _.- ___ - 11.00 --__-1_.—. _ -_ _ CITY ENGINEER. AND SIMILAR STRUCTURES. �'� ----- -- SIDEWALK CONSTRUCTION 1 , 1 . . , .• I ± I • I •r, 8 • 10.00 -- - . . -- - 10.00'- -- -.. -- --= 0 5 10 15 20 0 5 10 15 20 2 8 70 . .4 11 CROSS SECTION C-C CROSS SECTION E-E 12 e 13 HORIZONTAL SCALE:I"=5'-0" - VERTICAL SCALE:I"=l'-0" HORIZONTAL SCALE:1•'=5'-0° - VERTICAL SCALE:1"-I'-0" - 1\ 7 14 ALO (11/I1/03 c 08 .. INLET FILTER INSTALLATION WITHOUT FRAME AND GRATE , ti i�~ j WIRE SUPPORT-MOULD 6:6 �1 ,- • til• 5/5 GA- 49 2/100 SO.FT. 1 • 7. KLD WIRE SUPPORT. EXTEND `_'I 1 -.T. 6'MIN. AT SIDES PAVED .I;' I ! 6'MIN • DIGBY a I : �� BRIDGES. e MARSH ✓i { 5 130 00 \��, ASSOCIATES ti- _T \ /P/ SECURE FILTER FABRIC v TI—ssr ii• - .ice•�lr— r scr-�scr--�r—ear= n n0r �Lfi—rr.�-�• NSTALILATION�OF INC. P.A. '� �� (4L}"• ? ® 1 ry INLET FILTER e 70 FRAME AND GRATE ARCHITECTS S.PLANNERS. U c .-T }Z !z er„ 4� ":.1 T" l •{I ' \P AVENUE t 113489 ; fly r i { L,>?<.,SI: M DDELRA BEACH. f , _�` I ,, seen rre-we J _, I 1s 9 rr‘ �,41:. t�i� " < : j NOS, NOT TO SCALE - �-� BUILDII}IG ,rim T '`'~ �:_, I. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. R ' �. F x i't CONC. I 2.CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVING. �a t. i EXISTING LNG a BUILDING 13 PA110 li\ A SEDIMENT TRAP WLL BE EXCAVATED BEHIND THE CURB AT THE INLET. I lRRiddI { gG/� ,L, . .'?3n _ ' I THE BASIN SHALL BE AT LEAST 12 TO 14 INCHES IN DEPTH, APPROXIMATELY • Z m{�?( a1 AND 2 STORY 44 / 1 36 INCHES IN WIDTH, AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL fe-110 _'8 BUILDING woo W mac ''.-;,-. :',"..;-:',-;1 {{ STORY i TO THE CURB. et 3 tl`e" ( I'' DECK r.4-3 - 1�71 )R'(OFFICE 'I� ': STORM WATER WALL REACH THE SEDIMENT TRAP MA CURB CUTS ADJACENT g v 4; MS-FF.BEV.-fl4T t t T_, y- � / / t\ Q TO EACH SIDE OF THE INLET STRUCTURE. THESE OPENINGS SHALL BE AT - s ;A % - FF.HEV.-ttA4 I I LEAST 12 INCHES IN LENGTH- STORM WATER MAY ALSO REACH THE BASIN W I ,. ' 'I ` '- = �% ) {~ II < , VIA OVERLAND FLOW LAND AREA BEHIND THE CURB. THE CURB CUTS SHALL I '' BE REPAIRED WHEN THE SEDIMENT TRAP IS REMOVED. Z' t f WOOD PORCH / },; • Q I t E, _ �C 4'� t ;F�--" I i INLET FLIER DETAIL O I —0,,,k 1f cU-n 3 ISh�;p:k"1 _ / C�_ I I ,, z 7 • '7 • l • 1 • 1 • 1t • JS � d mIQ 1" Ig _ - rK�4^.Ii�4i-rltr�i•VJ(!!'.V%( f• (�I I— -� i I� ! d .,r -, -: Z� - III N III _ t I I STEEL OR _ ! / -�� i i - - /' I N EXTRA STRENGTH FILTER FABRIC WOOD POST - 7 I _ t /� � �r EXISTING --� i NEEDED WITHOUT WIRE MESH SUPPORT QI I i I. "� £f yi' ,4.,;--:-.,/1 i�.�. _ I CAR PORT I i FOR ADDITIONAL STRENGTH 11 LLI._ ! � y ce 2 IFIL L CAN BE ATTACHED TO A FABRIC 6-INCH(MAX-) " I 1I — - ; ! / I �HANDELSMAN f MESH WIRE SCREEN WHICH HAS ✓"• 11"' -'II �� k I ,•,,„ �,rr =Flow YELLOW BEEN FASTENED TO THE POSTS .✓ i� I ' �' ryy / n OI :.. r.. .....`tomI$:$ _! WW?:, I _fA!, 3I ;_:N�I 00{ ,r, i 1 ) ;� toy ur { ' ` 1��1 ' 1 I1 _I �- ". FF HEY-au r /,� / DELRAY BCH. FL S •_ � I I i r _:T > 1`ti.�`" 10 F7.MAX.SPA0 G WITH WIRE SUPPORT FENCE '�-'y w ® 'y ✓ i BUILDING 12 -"�t,4e., ,.-;',. 7 6 FT,MAX SPACING WITHOUT WIRE SUPPORT FENCE g ' t si,.. '- If.. -- s -, r`r.•^ )// .J 1 .'..a=' EXISTING I c§...J� i NOTES: PREVENTIO _ ` f AND �' I o 1 � PREVENTION PLAN 1 I } P ` / }•, , xI- - 1 AND 2 STORY I U 1, THE HEIGHT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES(90 CM)- I - z4,, F4 C J` CONC. n I > ^. 2. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH I I v -rj- : ;1 PATIO �_ APARTMENTS' a OF THE BARRIER TO AVOID THE USE OF JOINTS _ i- 5" 0[611,613,615) LL i< I- I 3.POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET(3 M)APART AT THE BARRIER LOCATION I I1*---_,: : }� _j; / a ,'{",{ AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES(30 CM),WHEN EXTRA g '. { -i #I' :!"-,',7 , /-• _ STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE,POST SPACING SHALL NOT I. I - ja f '/ - ' I I EXCEED 6 FEET(1-8 M). II I _ - 37 t. - I FF BL-V.-V.dd FF.HEY IIe7 I 4.A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES(10 CM)WIDE AND 4 INCHES ! > .�!�tT.' u '':"..:;:I- _ : I (10 CM)DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. I (2460 ,,.'\'" i „,,,,...,1:::, j,j ti f'Y 4, - >- I ,_ 1. . I 5.VAiEN STANDARD STRENGTH FILTER FABRIC IS USED,A WIRE MESH SUPPORT FENCE SHALL - 44 I _f / C '' -G, !r -- f• i BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE }S ,.:rT.. AC; /�, 1 r,,, A �: i PANG, S I I ! '�'' �� / S -`'` /xti y_cy _ PATO - I STAPLES AT LEAST 1 INCH(25 MM)LONG,PE WARES, OR HOG RINGS- THE WIRE SHALL / // -A J,' / ?• I I `' EXTEND INTO THE TRENCH A MINIMUM OF 2 INCHES(5 CM) AND SHALL NOT EXTEND MORE / �� "'—'"��-4..�•w_ (- ' /'��\� /• Y} •'3 Z, ,�� tt- i - `�- � ', al I THAN 36 INCHES(90(7A) ABOVE THE ORIGINAL GROUND SURFACE. /sty -121 \ �/ -'`�` hIII 11 1 f' �j /- 'mil -- A __- .I '} I 6.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, ram •""d'4'""' °1..e 'i m� e�Y s� -sar��f �y�"&'fyr 31c1—mr;_n.—Tar--zaT , r—ieti IVJ—tar-- °' - AND 8 INCHES(20 CM)OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.THE �•1'- w ,3. / ....m - v .: : ,'•:'6- ` ;-• ... _ - I MORE THAN 36 INCHES(90 CM)ABOVE THE ORIGIONAL s.,."`i,•�`°w„ee",.4•'•`oe°". Y -{ FABRIC SHALL NOT EXTEND I E'!>1:W.vir!:E Pry r..a - .....,.....a i1,`.-.1 _ ,�;.+. _ _ _ ! ! - Ji ...�...^- ✓;✓- "_, . . AGE. A*Men*ft- - ... .... . , _ GROUND SURF r.e�.+..t• ,;;•.:�,.`�! ~- _A,.,,,T.-t. _ 7. THE TRENCH SHALL BE BACKFTLLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. amender e. a•e.. CONSTRUCT NEW SOEITALK PER, -1r.5AN- \ ..,an".' `\\ DEIRAY roof STI1NtJA5 ne." `EcS*r.Eve x Ar ALt e17 3� — _% SILT FENCE INSTALLATIONet , "dor MN.. m"evm",a M.,e.e y .....................-'. 2 4,M kr Ow1 I ! .1_Ie €_ _%_ SOUTH EAST 1ST 5 I Htt I _ _ _ _ _ _ FENCE POST //� >11 92 _ (WOOD OR STEEL) " 1 e I I - ..- FABRIC 2 0 .... See. a ro • PLACE THE END POST •o i 4 ID POLLUTION PREVENTION PLAN OF THE SECOND FENCE 11 iN510E THE END POST RUNOFF s e '12 SCALE:I"=I0'-0" OF THE FIRST FENCE ROTATE BOTH POSTS AT ' S i9 LEAST 180 DEGREES IN A ( - • CLOCKWISE DIRECTION TO ' T I A T 14 CREATE A TIGHT SEAL LEGEND WITH THE FABRIC MATERIAL ` DIRECTION OF RUNOFF WATERS DIG 4-WIDE&4-DEEP •I • ALO-1 11. EXISTING ELEVATION PER I I I DRIVE BOTH POSTS ABOUT TRENCH.BURY BOTTOM 1,/11/03 o DO O'BPoEN,SUITER&O'BRIEN,INC. B"OF FABRIC, AND 18 INCHES INTO THE ANCHOR W COMPACTED . —S.-1"� SILT FENCE(SEE DETAIL THIS PAGE GROUND AND BURY FLAP / BACKFlLL MATERIAL 1"e10'-0• a ATTACHING TWO SILT FENCES SILT FENCE SECTION $ NOT TO SCALE NOT TO SCALE SILT FENCE INSTALLATION Cil �/ 4 - J.�:`/ NOTE: NATIVE PLANTS ..P �w,j.6; REMOVE ALL COS MO FLAMING `� UNLESS OTHERWISE SPELTFIm I KEY COMMON NAMESCIENTIFiC NAME QNTY. REMARKS LOCATION `` ', � R / al Chrvabalanue Ic000 88 {Natiw}24"- Planted 0 24'0.C. - C.N. Coconut Palm Cows nucliera 7 10ft.Q�vnoo�QD" - I PAVED I Q.V. L!w Od, Qllsratle vhainbna 08 (Wo Iv)7ft.C.T.: 8f.spread.14ft hrah - a I Z.C. 7Roh,r LBv Zeohwonthee treattoe 30 !Native 17 I/ Is SY I /ice AU ark ,. ® B I NON-NATIVE PLANTS RI RDGES, KEY COMMON NAMESCIENT FIC NAME REMARKS AREA MARSH a 1 Q . Q 0 u ASSOCIATES _ Tat 130.00 A.A. Illy of the Nile A thus ahtcanus - 2 ad. sn 2 INC. P.A. �• - -- ', ♦ lUlallli L',:•,e.C.'"'•` *., ••: • ".:"..a:°L..•.• •• A.E.• Desert Rose Alum obssum - 3 gad. 26 a ` � y ��f% •.• `\fig _�ir� fir /_I.I �, y j// A.N. been Pahnanda Allamatrra maorEffollo romanzoffiatun 04 Re1 d. on E,d(h B.33 APLANNERS RCHITECTS �, i ', ' �'% .. "; .�/ A.Z. �luteG Rawer T rrw �iltaO1;"srumbet 2 ad.Specimen most deafrioble ezbtkta trees 10 23 1r(�� s 'x B.A. peer -d Jc m BNnfNsia oustraib 02 6 ad Specimen 2�.8-,3 AVENJZ ��v ` 1.i.!/� v I`r0'_ ` � .• �� Y > C.G. Garden Canna Canna X a an% 20 2 ad. ,Yellow bloom B ^ EIGAGSL `v (' .1 /, t,U. :. J A C.G. Garden Canna Canna X asterdb 40 2 Rad bloomM' j�I� �i�/� •_ ( 4 < C.C. a canna �� D Gal�:Carrara bloom ( �_ t MU z,e-1au •1 .�. ;._�:,; ... �...._._That. :::• ';;;'-... ay.-a..••:,,• -cm - /,�� ; , C�4;.® �♦ • Alb .j D.R.Fa e.�Pwndana Flats wnab ba 42 12R�GT•,Btt..pr as,Brt,high L ! •�:- �` ♦� / jam Fk fom q Spadmst,Plant o 24'O.C. - / ;liC � l� .' Err •��•i L Lau Rana k(s 4b(L�,,Wane fi�brid} - Plml e "aC..Mldts doom 21 Q .J ® ® .il _��rl r#r '` L L.anwa,a Iri. his(La,ldma h'brid) Plats 4-aa,Purpla bloom 28 I.C. Rod Izora Ixora ooainea 38 3 ad.Specimen 0 �/ J.a GhNsa JunroerJrmben+.chrnan BtwDwc A PAS % v •LW. 9�tY Ina.iaeminaU Wm�pltkWm _ s EwSnND .. LI. Craps xHs Laparetroemta Ina a 2 6 ad. edz.n,PWc doom/// �OFFICE / LY. LlYtarf Lir(ape mu.aarl - N sd �e�.V.un,Plante 1'-8.O: °F�F�// / M.P. Orange Jasmine Murraw Danloulato 47 3 ad.Soadrnen 2 t ♦ ie5 .��/i1 sii '/ P.C. PWmbaao PWmboao emends 42 3 ad.Spedmsn.Imprid elan doom 20.22.31 O 't'�LsiXV a•.:/ ,., %.ylir P.L Yellow ShNma Plant Pochvtacfiw lutes 12 2 ad.Specimen 8 a O � , r"�� ;'. _= V //�J P.V. Queen's%tooth Pehroa wWbib 04 3 38 Z 3 'rl •i 4d� ark ® `'may.-V .�;•-•%: '�'. // P.X Philodendron Phlodandran,wnabu _ •n.Trans over arched trite 3,12�1A24.37. O o A. • v Q -_': 7 %' 1.... �j 1 R.E.R. Rose Rasa 38 3 d. en f-1 up v Lode Palm Rhaple mochas Existing v t �.�, t !` - f• _ of •.:�.14 R.S Purple Azalea howe Rhododendron sa - 3 ad.sDaam«r.Parole bloom - !c ''' /; `,:':...- - - _ SR.SF. rWaSa9g Shower RueltlSalvia - Mont a r-o'o_a .: -:•. -_ _ �' _ % _w .' �1 • .i�i•�iiL�S%i!S 1 \♦� , S.N. BirdBlus-o�Paradise Strditzb Modal - 4�g �" "o ,A = .. `-. �ii >` �',, I v S.R. BEd-oFPoradbe Strdi k imps 18 Edit =4:n �.1. `- ga 7 ,A.i 1': 0e a�'• .Jri vi.3 ��+ Mk i' A:scau 1.. 3 ad.T. Spadman \ 'aiieia<►1's�t1�?s�►.\/s�tl1/Wa��1 i.�a� tp _ Annuals sdit��..� - � :•,w,/'. s1..- •• (0•0 •0A(//�0"04(a0.:04C�ia; t © �: I (� a be ch�4an toY son t\ �1.1�t w -/%> Z j a4 it 8. :-(1- a � ® f,I;i, ,.. _ IN `� j_ ,„ 0...... 4,- 1,''', Ain + 2 iI YELLOW o1 41 _ =;a , SM AN O sulLaNc a-L _ _ *11 .i ii i a%i%i +•-4_rt�i ., 1 0CARDEN ENTRY ARBOR /-� i :° .�� , /, '• 4>+'►I1 BRIDE PAVERS LOCATION MAP DELRAY OCR EL q (1). i: : O ' .:'�: :�::. �e►�r�� , g iII1D PATI(90i•HARWt10 BORE• Y W ;s;i y I OED4E PATIERI'SEWER" ,'%' I f`•••;" _'=7�:; ® ; p THEE TIER Ea1XtTAPI�i ?. ® ® ,.�sr , GARDEN ,,.::1 v ..;:+"�,:,�� BUILDING!7 r O STpff PAVERS'CRAZY PAVING' LPLAN ANDSCAPE `.i ./�A.� EJaSTNCill. ©R� IMAM(AYE ler APARTMENTS 1-,. j '.%.' © J611,613.61s -j.. tst ST. �� 0 i '''.:74‘A;e9f 1 111111 4/74' igek6 ; PROVIDE UNCOS1RUCim ` .-a°/ O' LA6 ./' ��`�o : t� e;�E v and.sr. CROSS HSBUTY •?.. %i'- '. 4 v :%j .L --- - - lf -- ,► .�, /Allirf '_ : at/ a! - Yr i larifi* , ,,-..- . Ca' t.'>`•"- ,) ♦��':'=t Iri-��///JI/ /InilliKP��/�' 4�' ISO v i UM Mb MYYI•Iw o ARC-23 34 tat, .. /'/ �"'' _ ,;�/• //�:�/ %';�/ /•/ IMP ; - to..='. ... C.P.••34,3•33• \ .w>-a Y 4 �,./ 1_.!; .II r:� I/I/i; �/i I_>! I// :.' ''f ai '•% '%:]•tat " . rr RAO JS-1S07 r r t •..t.:..t._::r: _ _ 9.'y :+:..y:.}•.• :.;.r :T; .r ,Y �R3lOEWE/ RRDAmH /- ZPttOtrE w , riRWA�: ;' (M LANDSCAPE NOTES ." .> / et -Mom*I. All PLANTED BEDS AtD WOES TD RECEIVE Y SHREDDED CYPIESS ..ae.»that r OW Z ALL LANDSCAPED AREA TO RECENE 100%ALI N11C RRIGATKN e•.sa.,.a MM.M C not awn*.b q tea S ALL LAME 10 BE SOWED WIN Qu�+t:PASPALLY SOX ` ra.�ar LANDSCAPE CALCULATION FORM 4. ALL PLANT MATERIAL TO BE HARM FANCY NWSERY PLANTS Ws job. S ALL PROHBEIED PLANT SPECIES MALL BE ERADICATED FROM TIE^ S.E. 1ST ST. MULTIPLE FAMILY, COMMERCIAL & INDUSTRIAL oEIERaL+ILNTSEE CITY OFDETAAY BEACH(MI)24.S-77D0 a CONTRACTOR IS 8LE FOR LOCKING ALL UNDERGROUND MUTES PRIOR 70 CB8 CCBENLI7FNT OF WORK. %I12/30/03 8 A TOTAL LOT AREA 16e370979.25 8 788.5an N D S.F 7. NE PLANTERS:ALL SELL ROM B TO REMOVED a NEW W W B STRUCTURES PARKING,WALKWAYS•DRIVES.ETC 6 S07 2 SF TOP S PUT S PLACE 3 9 C TOTAL PERVIb1JS LOT AREA 1177.7 S.F S CONTRACTOR B RESPONSE FOR FURNISHING AIL MATERIALS TOOLS EQUIPMENT.LABOR.AND PLANTS NECESSARY FOR THE PROPER PLANTING D AREA OF SHRUBS AND A(}RROpU(JND COVERS ROcVIpD(ENDRFD 201.4 SF OF ALL TREES,SHRUBS CROUNOCOERS„AD GRASS AS MOW CM a ,O E AREA OF SHRUBS AND(x201/ND COVER PROVIDED 820,8 SF4 11 34t PAVING F NATIVE VEGETATION RECOULRED 4 S.F ARCHITECT'S AND PAPLANTING TO S 0. ALL TREES AND PALS TO BE OGEL AND GUYED. G NATIVE AVEGETATIONW141 PROVIDED SE 3184.8 S.F 10. ALLoRANT MATERIAL 10 D FRLABL. W/800E LEAN YIgE t 70x a ,p H TOTAL PAVED tF]fIWUVR USE AREA d S.F SAND AND BE FERTILE.AND Nx.or I TOTAL INTERIOR LANDSCAPE AREA RE RED 400.3 S.F U. THE WH1RACIOR SHALL LAY OUT ON 11E CO SC 71E LOCATION FOR a 113 _.IVED J TOATAL INTERIOR E AREA ENDED 4,818.8 S.F THE PLANTS P OUTLINES OF AREAS TO RANTED.THE CONTRACTOR SHALL K TOTAL INTERIOR LAND $HARE •S RECO111RFD3.2TRl}SOBTAN APPROVA.FRCI THE MOST=EERRE CICAVA110H BEGNS DE714 ff L TOTAL lINEAR R 3tL�PRON 6 TREES ARGINECT MAY AAUST THE LOCAT10t1 a•SPECTRE°RANT NATER IALS ARCHICJ L ZOOS M TOTAL UNEAE FEET SURROUNDING PWG OR VEHICULAR USE AREAS NA LF TREES A PMNAY N1USR PRIOR 70 ER)PLANING. N TOTAL NUMBER OF PERIMETER TREES - o• . 7.8 •Ip t2 TREES AND PAILS TO 8E GUMMIER)FOR (t)TEAR SWAM AND 0 TOTAL NUMBER OF TREES PRO DFO 13 t TO RE CAWANEFID FOR(80)DAYS AFTER FWD.YWTTD/ ALO 8' ACCEPTANCE Is OPEN H Y 11MNER CR ARCHITECT.CONTRACTOR Is \ 12/0J/43 08 4 t,1 P TOTAL NUMBER OF -G TREES TO BE SAVED OF SITE B TREES REs aIMB E FOR PLANT MAINTENANCE WR DE ME OF YRITTE N !' Zi�1LL� 'G 0 TOTAL NUMBER OF NATIVE TREES RECgURiED 'S4 TREES ACCEPTANCE. �i ]� \`ITT; �` U t tF 1\` R TOTAL NUMBER OF NATIVE TREES PROVIDED 12 INttb 13. Fell HOLES YHFRE E WING TREES OR PLANT MATERIAL HAVE BEEN LET Vl a S TOTAL NUMBER OF INtes ON PLAN PROVIDED 21 TREES tENVED TO PROVIDE Loa.SURFACE W/SUR ROUNDNO AREA AND SOD OTER I•NEW PLANT BEDS ARE NGY TO OR NSTAiFD. 14. EX61NG Sate ID BE CAREFULLY LOVED P STORES TO BE MINA D N P091DN4 SELECTED BY ARCHITECT. 1S Y P NEED A MEDIAL AT NO MC(e)NOES N HEIGHT MALL BE FRONDED AROUND ALL LEASTPE(e)NOS S I EDSPARATCR EIYEE N ALL LMCSCAPD AREAS THAT ARE ADJACENT,0 1•.•10E-7 VETMCIEARE 115E AREAS UN=9101 CURLING MILL INTERFERE NTH _ THE DRANASE. NORTH ` or uv oacn - oyucajnuct+ amercac� aFrcar HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT IIII. 1993 :001 .I s 001 Agent: Maurice Schneider, Owner Project Name: Schneider Residence Project Location: 10 NE 5th Street ITEM BEFORE THE BOARD .. ... The item before the Board is consideration of a COA request for elevation changes to a non-contributing property, pursuant to LDR Section 2.4.6(J). BACKGROUND The property is described as Lot 22, Block 6, Del-Ida Park and is zoned R-1-AA (Single Family Residential). The 1,510 sq. ft., masonry vernacular residence was constructed in 1964 and is considered a non-contributing dwelling based on its age and construction after the period of significance established for the Del-Ida Park Historic District. During its meeting of December 18, 1991, the Historic Preservation Board approved the installation of a fiberglass shingle roof to replace the original concrete tile roof. There are no other recent administrative or Board actions pertaining to this property. The applicant is now before the Board for elevation changes. PROJECT DESCRIPTION l ANALYSIS Project Description The concrete block dwelling, constructed in 1964, displays a brick veneer and smooth stucco exterior. The applicant is requesting to stucco over the brick veneer on the front facade to match the composition of the stucco on the side and rear elevations. The proposed project will also involve the removal of the aluminum frame awning windows and the installation of aluminum frame single hung sash windows. Additionally, as the windows will not be impact resistant, the applicant is also required to install storm protection. The panels consist of imbricated, corrugated galvanized steel panels that will be bolted directly to the building upon the approach of a storm. The panels will be stored when not in use. The existing clamshell awnings will be removed prior to installation of the windows. Meeting Date:January 7,2004 Agenda Item: II.C. 10 NE 5th Street Elevation Changes Page 2 The applicant is also proposing an exterior color change. The proposed color scheme consists of "Early Light," a creamy yellow for the body of the building and white for the trim. LDR Section 4.5.1(E)-Design Elements Pursuant to LDR Section 4.5.1(E)(4), (E)(7), (E)(8)(b), (c), and (g), "Development Standards" provides guidelines in evaluating alterations or additions of exterior architectural features. The guidelines are as follows: (E)(4) 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. (E)(7) The construction of new buildings or structures, or the relocation, alteration, reconstruction, or major repair or maintenance of a non-contributing building or structure within a designated historic district shall meet the same compatibility standards as any material change in the exterior appearance of an existing non-contributing building. Any material change in the exterior appearance if any existing non-contributing building, structure, or appurtenance in a designated historic district shall be generally compatible with the form, proportion, mass, configuration, building material, texture, color, and location of historic buildings, structures, or sites adjoining or reasonably approximate to the non-contributing building, structure, or site. (E)(8)(b) The front façade of each building or structure shall be visually compatible with and in direct relationship to the width of the building and to the height of the front elevation of other adjacent or adjoining buildings within a historic district. (E)(8)(c) The openings of any building within a historic district shall be visually compatible with the opening exemplified by the prevailing historic architectural styles within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings within the district shall be visually compatible. (E)(8)(g) All improvement to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility can include but is not limited to: consistency in relation to materials, texture, and color of the facade of a building in association with the predominant material used in surrounding historic sites and structures within the historic district. Delray Beach Design Guidelines The following is a list of recommended treatments with respect to hurricane protection: Window shutters that are removable are preferred. 10 NE 5th Street Elevation Changes Page 3 If the tracks are to be installed year-round, they should be painted to match the exterior surface. Accordion or roll-down shutters should only be considered when they are in locations not visible from the public right-of-way. Analysis Though the awning style windows are appropriate to this style and period of construction, the building is considered non-contributing and single hung sash windows can be found on buildings throughout the surrounding district. The existing awning windows are no longer operable and lack thermal efficiency. As the proposed windows are not impact resistant, the applicant must provide some form of storm protection which has been accomplished with the installation of removable storm panels. Storm panels are considered one of the least obtrusive forms of storm protection based on their visual impact as well as the most economically feasible. Use of such panels can therefore be supported. Further, since the majority of the 1960's homes on the south side of NE 5th Street have been altered, it is reasonable to support the smooth stucco application over the existing brick veneer. The proposed color scheme is also deemed appropriate based on its masonry vernacular style and that similar shades can be seen throughout the district. Based on this analysis, positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), (E)(8)(b), (c), and (g) and the Delray Beach Design Guidelines can be made. 'ALTERNATIVE ACTIONS_ A. Continue with direction. B. Approve the COA for elevation changes to the non-contributing dwelling at 10 NE 5th Street, based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), (E)(8)(b), (c), and (g) and the Delray Beach Design Guidelines. C. Deny the COA for elevation changes to the non-contributing dwelling at 10 NE 5th Street, based upon a failure to make positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), (E)(8)(b), (c), and (g) and the Delray Beach Design Guidelines. . . .RECOMMENDATION` Approve the COA for the elevation changes at 10 NE 5th Street, based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), (E)(8)(b), (c), and (g) and the Delray Beach Design Guidelines. Report Prepared by: Wendy Shay, Historic Preservation Planner Attachments:Window and shutter specs&Photos lck LOT 22,BLOCK 6 I� _ •� V.E, i S ST ET r,.1r:e• P•,<.te , IN n� DEL—IDS PARK NA.tt.} bt5k; I, oLL.EaA'S:z.) 4 I According to the plat recorded in Plat Book 9,Page 32, recorded In rite public N a'' _. records of Palm Beach County,Florida;said land situate,lying, and being in I� _ { . ,_ • 4•14a2ETi••,... 'AV--K �: ' ' Palm Beach County,Florida, • .. —t ;rr:.05/b"1zm.1 (e © lo,s' } qO '-' :o'Y2'IR0J Roo . r. 1�' 4 Rog q 60 / r� t• s •of I.o'°Fuc • BtiLaJ , T�,�� IC N.E. Sn STREEj _ Cu.' 74: ,21[.'e EitgS r' s -i i' rsx.cK , I Ord.R,GY se...4 g-I FL. 33 d•44 -a= yr tr-' - . :Buses '� �' 1-f •• L Lai-Ueya I I :It�yr�• a+ LS.3' Q 1;1 - REARMNOS SNOIYN HEREON AREAeL4RVE TO PLA T f .T DE i47F? •+ Ah'D AAE ASSUMFD� uw,.�aI I1 ,I�BqJ � STo3,H ecisiniifr, �•'�% 1�,1' .r•. ELfYAlIONSSNOK'N HEREON ARE BASED ON uYQ �e r1, o�; ✓ �D•ba1 I, •/ ir't t(4nONALGfODET1CVFRRCAL DATUM OF 1929 OilArt.1; EF r ,c.; /_ 4 t N UNLESS OTHERWISE NOTED. .,--.+ 'NE t.i 6 / h 4 4,y� �. S I j fA L of +• 1.a?ti C .(o% .f` ' t_. (O' NO:MOW 45 ,�F'E' _��% A� A,as t3�co�,. NORTH QL O OlLI 1 OR SHO NON ORURUR1ES HAVE BEEN LOCATED ' ; j, �S. DrIV,;�a—• Not to SC31A Bl.rtK LP i N , y �- 1 i0 V [Ot21 FOUNOT)ONSO IS SURVEY. N 1 , S C I mo' NO ABSTRACT OR sae SEARCH WAS PERFORMED . Q j • d w E V„ ,t t, •5 it C. �, I cower NTSORRESay MS OEMS TO TRiCTrONS3OFRECORD.VER THE f 1FA17Y . 1 Q • •a IL, 'i ST n &t,' Tho1mfr ' Vkinity ••.VVV •a Map LAT Z. O ,e. s 1a,o' "'^t"— r i O.R.B,a official record bock Tran,c transformer pad P.S.a plat book P a plat PG..page Pl c cK Co ? {, H Q h7, I c' 'r MO' C.B.9.=concrete block structure F.P.&L.Floida Power Light Typal Pl=power. pole t.R..iron rod 3 p / n F.C.C.=point of compound curie CM=ocrcrete monument P N.rlghl•oi-way A1=measured R=radix ii P.C.P.a permananent control point P.R.C.=point of reverse curve 0=antral angle I.P.a iron pipe D=deed �, / P•O.C..pant 04 commencement P.I,.point d Intersocton B,:Dearing basis Ilia RP=radius point Q'S.offset /\ // P.O,B.=poInlorbeginning P,T..pointoftengency Asph=esphak L.arelength Cox=concrete a..m.d•a:rageeasement • •=not feedmeasured M.H.=manhole CL.cerleriine Esml.easement 1 • { CX CK C.M.P.a corrugated metal pipe WPF=wood privacy fence UTE=utility easement ALUM.a afar:num Cale.calculated \I., R,L.S.=registered land surveyor Chen a che.'tahocchee CLF=chain link lance P.C..posit of curvature D`/EZhJ.O'nIL17.4 UN,. L.B.=licensed business EL EV.elevation P.R.M,=permanent reference monument , • •,' .� Renner,Burgess,Inc. Cert6odTo: ?w�1 i /M4 CAINE ts,7,o'1:',ILTµ�30' e��O 19.E,4hAve.,Sulle203 i ` r 1 A S r Cc Delray Beach,FL 33.183 j 4 / Phone 661.243.1824 MAURICE SCHNEIDER u I I L 1. lobo r E2-Pdl.i;o.k1 Fax 243.4669 T2 i:dIJ (� A r— WLS 'r land West Palm 7357839 REALTY LAND TITLE COMPANY EN7!to ail �� ZJ v —e 1.5,9'aka%dE s,�'..r�y LOTcaaw7L ' West Palm Fax 7357641 CHICACOTITLE.INSURA'dCECOMPANY • _t Toll Free 1.800-773.5531 Ft1JC�(O(Li��2. l O� C...la,2•L'1J"'fH oe LoT Coa,4::1C.. Fax Free I.600.951.4408 I,o'fAM;o.u'60'44 ,--1� t5 ,�. o y/�erR^ ruvratncnnantortaesae III(n I 0° Lf 42.24•JZ. ,�` 'Za I.'ey0(42 GGP)6. Flood Zone: I hereby certify that the Sketch of Boundery Survey shown hereon Map No:;2c2102 G�,020 meets th minimum technical standards set forth In Chapter 61017.5 Map Oslo: I•�•tjq Florid ,de'atrative Code pursuant to Section 472.027, Florida I-}g`c3ILJT�2102_ ,dhl_�LLr7 Stalin s 2 Nol valid unless {` — / Date: 1 I o-Oj seated vein embossed O,]� �9'z 4 q , ,Jr1.'i• .t �o Gv FG ! Job No: 1 I.;7 2•03 s.+rvvper'e coal 'O 1. ® i`J o 3 S'S l Fier A. gels '1 P.L.s,No.t 089 Revised A.t. al fikt,\,_ -,4,tp- ---4.--- ; k-i iw,s.,,.,.,,,t,‘ "<- --,-'''•-,-,-,,3,-,kf,----- M IA f DAOE JOkti.--f---it.g ; i MIAM�DADE COUNTY,FLORIDA „ " I = -METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEPTANCE(NOA) Trace Security Windows&Doors,Inc. • 5100 NW 72"Avenue Miami,Ft 33166 SCOPE: . This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM). This NOA shall not be valid after the expiration date stated below. The Miami--Dade County Product Control _ Division(In Miami.Dade County)and/or the AM(m areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes.If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance,if it is determined by Miami Dade County Product Control Division that this product or . material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION:Series"2100"Aluminum Single Hung Window APPROVAL DOCUMENT:Drawing No.W99-48,titled"Series 2100 Alum.Single Hung Window";sheets 1. • through 3,prepared,signed and sealed by Hu mayoun Farooq,P.E.,dated 6/10/02,bearing the Miami Dade • County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami- • Dade County Product Control Division. MISSILE IMPACT RATING:None LABELING:Each unit chall bear a permanent label with the manufacturer's name or logo,city,state and following statement:"Miami Dade County Product Control Approved",unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOES ADVERTISEMENT: The NOA number preceded by the words Miami Dade County,Florida;and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety_ - INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Wilding Official. This NOA renews and revises NOA#99-0712.05 and,consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rodriguez. `v t t.'i:.. NOA No 02-0612:04 � ` ,� Expiration Date: July 11,2007 _ 9 - Approval Dater July 18,2002 �IV Page 1 rpc WOOD BUCKS NOT BY TRACO SECURITY WINDOWS 1141SRWA Wi TYPICAL ANCHORS Fi'EY NO. PART H(71J86R QVANI.TTY DESCRIPTION -MATERIAL YANF.//VPLIER/RSYARXS ' SEE MEV.FOR SPACING MUST SUSTAIN LOADS MPOSED.BY GLAZING SYSTEM ANO TRANSFER THEM TO THE BUILDING STRUCTURE. 1 050-00-367 1 HEAD 00113-711 AWMAX • • 2 050-00-375 1 EU 0003-TO TIFMON R i. •a.4,•. 4'• 3 000-00-300 S JAMS 40N-TS KINAY 9! :•I ,..• e • '•a !a . 4 0II0-00-1II4 1 MIT TOP {OOJ-TI TRON Z S7� • yS • 5 050-00-493 1 VENT BOTTOM {0{3-T{ ALUMAR •+ •.•...,,,7'.;;r. Willi .... ;, ••:tip - •6 051-00-100• S KAT SIDE 10113-TN Ti1ON 1 S;;•;' 7 060-00-ItS 1 YEC11110 RNL SOES-T{ 1Y'TON � �—I—^_-�Il1\ LT SCREW 10 012.00-832 AS READ.010-00-000 A3 R 4D, VENTFRAM ASSSEMS SOWN - .I S R 1/{YfR �/p�� I 0 { - .. I - N4EIIBURY '.r -`- II 047 00 000 4 WOOLPRl VENT NE TYPICAL ANCHO$S _ _ P- m a 3/16 TAPCONS (BY ELCO) OR 72 _ _ _13 000-00-007 AS RED0. AORYUO-NSW OWING COMPOUND - SCHNEE MOREHEAD 0II{II EOUIV. CONC. ANCHOR HOLDING CURRENT NOTICE OF ACCEPTANCE, u' 007-10-016 2 SW[[P LOCK II 7•FROM 6NOII NAM 10.111101.10!NIL ,pit • INTO YBY WOOD BUCKS OR WOOD STRUCTURE 15 004-00-033 FJ RE0D. ROLL FORMED SCREEN FRAME OPRONAL R 1-3/8' MIN. PENETRATION INTO WOOD II 040-00-003 'AS REDO. FNEROU$S SCREEN MESH - - P.l o. THRU 1 BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASON- 17 041-11.005. AS REOD, SCREEN MESH ROLL NNYL 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 10 IW-0503 AS REOO. BUR WEATNeRETRIPPINO VIM w100R0 IS t SEALANT; 30 WV-330S 1 FLAP SILL VIM' M1BORO ALL FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION 31 o4e-1e-030 1/JAMS !LOCK AND TACKLE BALANCE - wHDOW COMroN0117 cl SCREWS AT SILL TO BE SEALED WITH WHRE/ALUM COLORED SEALANT, 22 z CLOSED 00. FOAM PAD - 1'%3'%1/4•AT 0400 CORNEA P�III"! el, FIXED MEETING RAIL AT ENDS SEALED WftH GE SILICONE. 23 A9 RE00. ROIL roman OtKIN6 BUD • ALUMINUM O .I!� TtPICAI ANCHORS_ ff/ ' SEE CHART FOR SPEC 40 w 1/4•fW4 - I • . Iu1• w m - VENT WIDTH ,4 - 0.L 0P0. r'• •• 0 1,r' i r �) IIIOill_ 4 1! ri1 © ( • rAr ?• 7,,. .,.:,,,, y HIIPUIL J MN.. . i4�tir t e t.u: wi�t! i i 7m EXTERIOR f. .• . wwoow WIL`TH J SIRUCTURES ` 1•A.a• y 5 .' I i RA PE 111367 • ApprORR ucom ryio{wuhtt4 v• L ,.____L-__ -i Florid,Bo- 0, y ,, i TYPICAL ANCHORS 1BY OR EBY NO SEE DIY,FOR SPACING MOOD SUCK YWMIaw �wvy7A_ drawing no. 1/3'q 40TCH '[� `f�� AT EN 1D OF Br W99-48 scow RE, 0 MIA 1/S'SHIM AT' . / EACH CORNER OF SCREEN PuE,R,, 'hoot of 3 '--!JI -A� I o . 1 _Is UN , ' ' zo t 2 FRAME HF4 . 062 11/41, ' l✓ ii,' SAlI8 7 •1pito 1 N L � VENT TOP CORNERFRAME_TOP' CORNER MEEnNO RAII g till • .• 41 UV 110—iv L....., 1 0 t..,.1 110: . , to A6$ , �� VENT TOP RM. N l,6eo S 1— n-H[r I. �� 1.4071 .f�1 A62 •6e5 .9s7 ,EgelF_FtfilinM caRNFB • VENT BOTTOM CORNER VENT BOTTOM RAIL SASH SIDE RNA 1 1.973 1 ,�t �_ r,>l� , 190t I 1.129 M PC 1 195,97 AVDrornl u tomett4et wbE Ms• yi �•�- .06a LI V9! I 1--Sa75 /,1,��FRAME JAMBJAMS . fr4IA WAI. sense3of 3 r 53 1/6'MAX. G� I DESIGN LOAD CAPACITY-PS/ y WINDOW wIOTH SERIES-2100 ALUNINUIC SINGLE HUNG WINDOWS(1 OVIM 1) 49 6/6'MAX. - WINDOW DIMS. DBB-ANN. GLASS S/1e"-ANN. GLASS 3/16"-TEMP. GLASS r D.L 0P0. (FIXED) $, WIDTH HEIGHT EXT.tN >NT.P> EXT,(f3 INT.C-) EXt.C+3 INT.(-) AA 1 1 g 19-1/3' 63.3 70.4 80,0 123.0 60.0 210.0 S] 1/e'MAX. A 1 26-1/2' 03.3 7a4 60.0 115A 60.0 160.E W1 WWI I L 37' ��) 63.3 7a4 60.0 125.0 60.0 129,3 49 5/6'MAX q I l "I 53-1/6. 349 34.9 60.0 00.1 60.0 90A O.L OPo. FIXED g y2 19-1/6' 63.3 76.4 60.0 125.0 60.0 162.E O 3 G I 16-1/2" 63.3 7a4 60.0 122.3 60.0 122.3 1 g 3/16' ANN./TEMP, Op 1 V�� ,h 8 36-3/6' b ;(,:' ng %/' r "�- 3T sX1 50.1X 60.0 67.6 60.0 67.0 °^ �/14• >1� ss-1/e (3) x x 7ae 61.0 7ae e1.o '-- O I m 19-1/6' 63.3 7a4 80.0 125.0 60.0 110.0 1 9 '- j�C 1 A 26-1/2' 33.3 72.9 80.0 125.0 60.0 154.6 _ DSB-ANN, >B VI G SO-5/6' b Gl/A,S 37' 50.9 50.9 00,0 Be.e 60.0 104.1 n _ „ %�j% • Q 1 Y 63-1/6 (6) x x e1.6 61.6 62.6 62.6 _ e7 •��' -� . i ° -- b J 19-1/e• e3.3 7e.4 60.0 113.0 60.0 1901 --.� _..__...__ bE 16-1/2' 37• 63.3 66.4. _60.0 111.9 60.0 137.3 . H I'. 1 •+ 'L / 3Y X 0 79.4 79.4 60.0 96.3 bi{// i••••- i1 4.%.. nl 53-1/B (5) X x 54.5 54,6 57.0 57.9 ei II w 5 1 19-1/e' 63.3 73.8 e0,o 126.0 60,0 172.1 _ n ' L I 26-I/2' 42.4 62.4 60.0 1004 ADO 124.2 IG :1 I 4 I y 3Y (5)63' x X 732 7J2 60.0 69.0 - O 6,MAx �I S3-1/6 (5) x x 49.1 . 42.1 54.5 54,5 O lin a TUP C TYP. 19-1/6' 69.6 59.6 80.0 _ 1250 e0.0 116,1 �3 26-1/2' x X 60.0 66.2 80.0 12E5 48 1/16'MAX. Q 74-1/4' T• $ 37' x X 64.4 64.4 e0.0 90.6 D.L GPO. r,-' N� SILL 0.L GPO.(VENT) n M Y - (6) X x 4a6 46.6 50.0 60.0 60 1/4'MAX. REOD.ON WINDOWS - 50 1/4'MAX. - 8 �> o NO. IN PARENTIESIS INDICATE NIL.GF ANCHORS PER JAMB. VEIL WA. OVV 26-1/2'WADE ONLY VENT 060TH N Z TYPICAL_ ELNATInNc $ . • TESTED UNITS a. 1141 PRODUCT IS.OESIONED TO COMPLY WITH THE MOM Vfl.COW HURNCANE Mt CO THE 2001 BORBA BUIID940 COOL PA30 FOR M1140 LOADS AS PER Mot 7 U3640 C00RESPONOINO WADE L W000 BUCKS BY OTHERS MUST 6E ANCHORED PROPERLY TO TRANSrm• ROLL rORMFD ALUM LOAOB To INC SIRUOTUIft. 01A2140 BEAD 3. ANCHORS SHALL.St As USTtO, SPACED AS 5H0WN ON DETAILS. • GOLL FORMED EAL ALUM GLAZING BEAD 3/16'ANN.GLASS ANCHOR EMBEDMENT TO BARE mAT£RIAL OHALL SE BEYON0 WALL OR ORtB61NO OR STUCCO. 016-ANN.GLASS 3/16' TEMP.GLASS BEDDING COMPOUND SEDNNO COMPOUND WINDOWS TO SE PROTECTED WITH g SCHNEE MOR[HEAD OSS6 SCHNEE MOREMEAD 5s5S DADE COUNTY APPROVED li . . s I 14 IMPACT RESISTANT SHUTTERS �1 r ;Apt. " En9nt:rAR000 1 1111Ili n inn? FE ...n drowing no. GLAZING OPTIONS Rr "' ./ W99-48 `12efltw4I. (sheet 1 of 3 Z • GIBRALTARTOOLS REQUI := The tools required for proper installation of your "Storm Panel System„ are:. .i — CONSTRUCTION Electric Drill, Tape Measure, Hammer, Adjustable Wrench, Pencil, Level, Pliers, Anchor Setting Tools, Flat 1) . PRODUCTS Blade Screwdriver,Gloves,Safety Goggles f - Two drill bit sizes and types are specified each depending on the type of construction of your home. A 1/8" regular bit is needed for wood frame and a 1/2" masonry bit for concrete block,stucco or brick construction. >' . E 1:- E ▪ c e:. c. INSTALLATION INSTRUCTIONS: T r .r^^ r ..^ � -^-r+-... ' r^ ".�^ a , . Southeastern Metals Manufacturing Co., Inc. i5� Sou�hea,stertt Methls Storm Panels may:l e m' alledeit�er venc�aaly of h6t'izontally These ftl.stallation ' .0 struchons will work for either method by simply changing the center�1ne startingpomt ;, h HURRICANE.STORM PANEL ....".. .. ,. A..,. . ... �,.,..... . . ....., _ .3. ... �.. . .._.W_1,. ,. .,. .t .,. 4, u_, .. 7 1. Locate and mark the horizontal and vertical centers of the window 7.1/8"pilot holes for both wood or masonry should be drilled first,same Direct Mount Application opening to be covered(Fig 1). as above for a concrete application,a 1/2"masonry drill bit is required for 2.From level center marks on each side of the opening,measure half the tampin anchors.Check to insure the anchor holes are a maximum f 1 54 , I. distance of the panel length to the top and to the bottom of the opening and deep into solid concrete or block.Blow out all holes to remove cement ,i : f % r;y } r �- make a mark.To check your accuracy,measure the distance between your Anchors will not set properly if the holes are not dust free. i 'v r; ,; �, ? top and bottom marks to insure it equals the total panel length(Fig 2). 8.Install Expansion Anchors in the holes that you have just drilled for the 4 ., 9+ 1 i ,' x�,' i xmasonry application,startingtop opening, panelsmountingmaking g t r 3.For a at the of the o enin ,use a level, bottom fasteners, sure the wedge section of the E ,",j ''' ` draw a fastener center line,a minimum of 2"above the opening,extending anchor is inserted first.To set the Tampin anchor,strike the setting tool with 7i. s,, > ' .. �: horizontally all the way across the opening.For a wood frame application, a hammer until the lead is spread to just below the top of the insert. l '' .7• 3 f j tiF�" starting at the top of the opening,use a level.Draw a fastener center line,a 9.Once the top and bottom anchors are properly installed;beginning from , ) 1 ' ' 3 minimum of 3/4"from the edge of the opening or window header framing. either the right or left side place a 1/4"flat washer over the panel mate stud. ',`j i :II '' ,,..!:::•:.:::.;lr. 4.The direct mount panel application will require fastener hardware to be This is to seat the back of the panels against the stud itself.Install the first ff`t l' located 13"on-center horizontally above and below the window opening, panel and secure in place by fastening the washered wing nut at the top h ,i i ,� t r approximately 1" from each end of the panel length, making sure the over the stud of the panel mate type anchor.Attach the bottom of the panels ;'i system is centered level and plumb with the window you plan to protect. to the wall with the slotted sidewalk bolt for masonry or 1/4"x 1-1/2"lag a,i.; it `r Mark the center locating the fasteners at the top for ano even number of screw for wood construction. ° ' panels,(i.e.2,4,6,etc.).Mark the vertical center for the opening you wish 10.Before installing the second panel,insert a sidewalk bolt and spring nuti i '$ ' = to protect above and below the opening.At the top of the opening,the at mid-span of panel. Make sure sidewalk bolt threads are facing you. ,i,` , ; 0 ,. '6!.-.1proper minimum edge distance, locate and mark the center fastener Secure panel 2 to panel 1 at mid-span.Overlap with a washered wing nut Q,.' location using a level to locate and mark 13"on the center of each side to and stitch bolt. 20 Gail e Storm Panel S StenZ locate other fasteners.For an odd number of panels(ie:1,3,5,etc.),locate 11.Continue remaining panels installation in a single-ply application,same g y the first fastener location.Mark 6-1/2"to each side of the vertical center line as above,making sure the entire panel array is secured at mid-span by the &easyinstallation and 13"on-center each side thereafter,along the fastener center line above stitch bolts as you go,and secured properly at the top and bottom. • Quickand below the window opening. 12.When the danger of a storm has passed,remove the panels and store • No side reinforcement straps required 5.Drill pilot holes at the fastener anchor 13"on-center marks using the type them in a dry protected area in accordance with the storage notes on this • Paintable panels(with proper preparation) and size drill bit required for your type of construction.A 1/8"wood drill pamphlet. The top and bottom mounting anchor bolts may rer- • Permit authorization form available bit for wood framing or a 3/16"tapcon masonry bit for solid concrete block installed in the wall with the threads of the exposed studs protecte\. • Most economical code compliant system available construction.The special Panel Mate type fastener mounting anchors are to plastic caps.The sidewalk bolts used at the bottom may be tightened in chit • Simple to follow instructions be installed at the top above the window opening to allow the panels to painted over to match your exterior color. • Installs with regular carpentry tools hang in place.This special fastener may be used in either wood frame or 13.Numbering the storm panels in the sequence they are installed and • Unlimited width of panel coverage masonry construction. identifying them by the opening,protects and saves time and confusion for • Horizontal and vertical applications 6.Using the panels as a template,mark the centers of the bottom fastener future applications. pp mounting anchors,making sure that the panels are plumb and the proper • High wind and impact resistant edge distance from the window opening is maintained. • 2-5/8"minimum window set back CAUTION • Panels nest for compact storage Storm Panes,and their;` • Corrosion resistant panels .. I • Masonry or woodframe applications , - --\ f associated c mponents':,: Metro Dade Building Code Approved rill are high strengthheetCompliance Report#99 0318.03 METRO-DAD.E t7tetal proructs A5 UCh,(Exp. 10 10 02) _ i _ — sham edges, are1� 1 a�pr s ears 9l es.eat W ov�� f nd gbg`cgles whenlulurrlcan sta#Istics Show lhator1c4 roahom 's ), f a I ,\ , • hatldling,.--::,,, ,,I.,;..,,',:‘,,.,,,,,,,,.;,.;, St`nrmPanel protective�,envelope' I pehetrate�f, ;wind fcrces ' 1 ' Ci?mponenfs can actually explode it;;from withir " FIG 1 FIG 2 FIG 3 FIG 4 �rryi ,�«l ,:� � t 1/4"x 1°sidewalk Bolt 1NARNING i„4 ) II I }�''I ,I' ,, tt.-• '''�.t s`[ i N 1.�4tW:`,° �/4I °�' Plastic y; k Panels Mounting Hardware �� ?ueltc3^ktllesev'rl' o�.aztuiitftyngd#Iiii iiugiftft 0.itga tP.41 (3/4"Head) Cap Whale the Storm fY i Idanel System IS' `wte xgcdrrtrrlend that•additlonal,precautions•be taken by addmglll�e, 1/2"x"1-1/4/20 «s¢:Ckt 361t at znid span with one fastener ui each seam wit (tl}e 20 Gauge-galvanized InStal:led1 ':th e' ip elk overlap T is will increase the impactresistanceof the panel Expansion Anchor 1/4"x 2" a erfln s blocked:; Iaria 5 areas where South Florida Buildm Code 'e_urres the;Storm Panel Panel Mate type P 9 )Wj idgsA}gla��zenot to'be contacted after;impactgammmtun 14.41a WJ Washer eapnof be used: Wood or c�',tbaClc.di tensional tttf 2 5/S must.15e man tamed For cans as escape exits r r Masonry Bolt ka�j;,halhRrlsa.spacermustbemounted'behuldtlrepanels4tai>1surG Washered Winged Nut 1/4"/20 x 1"Hex Head E " um window setbael<dvstance 4,, 3 y1r I 4, Bolt SS 1/2"/20 L 'mt Jam �n�i_. rru a w .� 4:.. ' ti/- r �z Q Spring Nut 20 Gauge Single-Ply Storm Panel System Table#2. This table will assist in determining the number of panels,and ANCHOR SCHEDULE 0 the number of anchors required Storm (MIN.3/4"EDGE DISTANCE) 9 EXISTING FASTENER l In the (al le4 below seleee IF Sold Separately for Slip In Mount Application Panel ANCHOR TYPE the kype and quantity of t0 20 Gauge Single-Ply Storer Panel System OPENING "NUMBER STRUCTURE SPACING(IN) WIDTH OF PANELS NUMBER OF NUMBER OF STrrCH Alternate =Panel ebmperner4s 1 y.oul Will Table#1. This table will give instructions for Ig, ANCHORS REQUIRED: BOLTS REQUIRED: Mounting need for eaO s openifrg T yotz which length of panel is needed for each opening wish t0 rttect Anchors v/2 WOOD BE WITH pt yo` IF HEIGHT OF YOUR YOU WILL NEED: 26" 40° 3 8 2-EACH -02'MIN.EMBEDMENT .determine :the coinponerit MASONRY OPENING IS: PART#/SIZE required record the numbers 41"-53" 4 10 • 3-EACH ! 13 to 38" SSPGA44 13'X44" WOOD 1'%2'PANEL MATE r i the form•:provided' below 54"-66" 5 12 4-EACH MASONRY OLTWIITHs _�` which will help you when you 38"-50" SSPGA56 13"X56" WASHERED WINGED NUT purchase your cpmpo. . ... 67"-79" 6 14 5-EACH 50"-62' SSPGA68 13"X68" 0, I� .u ::.;5':°r> 13 is advised` I"lhis ehrtire� "Panels must be installed with stitch bolt located at mid-span of panel to . S instailatUOn•,giiide be reviewed) 62"-80" SSPGA86 13"X86" meet Metro Dade County Hurricane Impact Code in order to.ilielp,reduce the number ofrtrips tO ygrzr,retazletl ANCHOR SCHEDULE � •I (MIN,2"EDGE DISTANCE) {Or ffia. ... .l _.. t „; i 'L�1) EXISTING ' FASTENER ■ �I STRUCTURE ANCHOR TYPE FASTENER ASTENECING N) STORM PANEL ORDER FORM: '' I� 2'EXPANSION ANCHORd Window Size Storm Panels #of 4'%I'l20 HEXHEAD BOLT SS Width X Height 13 9 44"H 56"H 68"H 86"H Anchors Panels must be a minimum f/4'X24/4'TAP CON WITH HE%HEAD SOREW of 2-5/9"from rear of WITH I•I/1'MIN.EMBEDMENT panels to face of glass CONCRETE 13 f!4'%2'PANEL MATE MASONRY BOLT WITH Attach to wall f•1/4'GALY.WASHER 8 using mounting WASHERED WINGED NUT hardware and C 13 spacing as r i�I'L�' Fes"—^�:tnl'ra'Y Install sidewalk bolts • shown. MANEXPANSION CHOR&1/4 from rear at mid span of I/2•SIDEWALK BOLTAN(3/4.HEAD)%I• panels,secure to panel by spring nut,overlap next panel .-s414 g 13 STORAGE: and Install washered wing nut I to stitch panels together. All rSoutheastern Metals Storm Panels nest together for neat ANCHOR SCHEDULEconvenient story e.Particular care should be taken when and Ill..' sou20 Ga.Stastern Metale (MIN.2"EDGE g handling zo Ga.steel DISTANCE) storing to prevent damage to the protective coating. Storm Panels EXISTING ANCHOR TYPE FASTENER When storing,make sure panels are clean and dry.If possible,store STRUCTURE SPACING(IN) 1/2'EXPANSION ANCHOR S vertically at least 1 foot off the ground in a dry protected area with good I!4'%1'SIDEWALK BOLT(3/4'HEAD) air circulation.If vertical storage is not possible,panels may be stored _�_ GIBRALTAR , 13 laying down 1 foot off the ground with a slope of 1/2"per foot along the — CONSTRUCTION length. Do not wrap panels in plastic or other moisture trapping 4 t f THHEl/HEADS RE 13 e/ PRODUCTS W t.1/2 IN. BD * WITH I.1/2'MIN.EMBEDMENT materials.In hot and humid environments,"storage stain"may occur. ��041 A superficial moisture discoloration does not effect your storm 13 panels performance strength. Prolonged exposure to moisture while 3. HOLLOW i%P20 HEX MEAD BOLT SS stored (rain, water leak, air conditioner evaporation, etc..) must be BLOCK MASONRY E avoided. per+ r-f'� ^% '� , 13 PAINTING: " 1‘,.,,,.,- WASHERa • * WASHERED WINGED NUT may painted. yourSoutheastern Metals Manufacturing Co",Inc. n1 v,t› 13 Southeastern Metals Storm Panels be amted.Contact paint supplier for sl '1' urface preparation instructions. April 2001 * For 86"panels,fastener spec;— o.c. f IFI/ i 3�1 • • till • 10 NE 5th Street (north elevation) - loft Alb• • i • • • • , • ti Front facade DEIRAY OAP! DLLAAY BFACH imp HISTORIC PRESERVATION BOARD IIP. MEMORANDUM STAFF REPORT 1993 2UU) 1)93 _'UU1 Agent: Michelle Parparian Project Name: House of Vintage Project Location: 123 South Swinton Avenue ITEMBEFORE THE:: BOARD__. « The action before the Board is a Certificate of Appropriateness associated with a Class I Site Plan Modification for 123 South Swinton Avenue, House of Vintage, pursuant to LDR Section 2.4.6(J). BA°CKGROUND_ The subject property consists of Lot 3, Block 70 of the Sundy and Cromer Amended Plat. The 1,347 sq. ft. masonry vernacular dwelling was constructed in 1947 and displays an asymmetrical façade, cross gable roof, and varying fenestration. The building is considered a contributing, historic property in the Old School Square Historic District and is zoned Old School Square Historic Arts District (OSSHAD). During its meeting of January 15, 2003, the Board reviewed and approved a Class V Site Plan, Landscape Plan, and Design Elements for the conversion of a single family home to office. In association with this project, the Board also approved waivers to allow one parking space in front of the building and to reduce the landscape strips on the north side from five feet (5') to four feet (4') and on the south side from five feet (5') to three and a half feet (3.5'), and a variance to allow a back-out parking space onto Swinton Avenue. The elevation changes associated with the design elements approved for the project have been undertaken, however, none of the site improvements related to the parking lot have been initiated. During its meeting of September 17, 2003, the Board reviewed and approved a Class II Site Plan Modification for the conversion from office to retail. To date, the site plan modifications have not been undertaken. On September 22, 2003, the applicant was cited by Delray Beach Code Enforcement for the removal of the original divided light, steel casement windows and the installation of 6/6 aluminum frame windows related to the elevation changes from the Class V Site Plan approval. The applicant was triple fined and notified that the windows were inappropriate and that they must submit a COA for the installation of new divided light, casement windows. The applicant is now before the Board for review of the new Meeting Date:January 7,2004 Agenda Item: II.D. House of Vintage 2004-194 123 South Swinton Avenue Page 2 casement windows in addition to the installation of storm panels and free standing and under canopy signs. PROJECT DESCRIPTION The project involves the installation of aluminum frame, divided light casement windows and removable steel, storm panels. The windows are intended to replace the new single hung sash windows recently installed. During the Class V conversion from single family home to office, the Board mandated that the steel casement windows, original to the house, remain where feasible. During the rehabilitation, the windows were removed without administrative or Board approval and aluminum frame, 6/6 single hung sash windows were installed. As the 6/6 single hung sash windows were not appropriate, the applicant was cited by Code Enforcement and instructed to replace the windows in-kind. In order to emulate the original divided light casement windows, the applicant is proposing aluminum frame casement windows with snap in muntins to mimic the original divided light windows. Windows will be replaced on each elevation and the existing openings will not be altered in order to retrofit the new casements. As the proposed windows are not impact resistant, the applicant is also required to install storm protection for each opening. The storm protection consists of imbricated, corrugated steel panels that will bolt directly to the building. The panels will be stored when not in use. Additionally, the applicant is requesting the installation of two signs; one free-standing and one under canopy. The proposed double-sided, free-standing sign will have an arched body design and will be constructed of Medium Density Overlay (MDO) with decorative (treated) wood posts with diamond shaped caps. The free-standing sign measures 44" (3'8') wide, excluding the 4" sign posts, and 52" (4'4") in sign body height (84" (7') tall overall, including the decorative support posts) and measures 15.84 sq. ft. in area. The address is displayed atop the sign with "House of Vintage" and "Authentic & Inspired Vintage Clothing • Jewelry ♦ Accessories & Gifts" below. The sign will display an Amaranth (mint green) face and black copy with black posts and Amaranth caps to match the body of the building. To differentiate the two uses of the building (retail and hair salon), a separate hanging sign will be attached to the base of the free-standing sign that will read "Annette's Hair • Color ♦ Studio" with copy in both black and "Blossom" (a rich pink). The hanging sign will also display an Amaranth background and will be attached to the base of the sign with chain and eye hooks. The free-standing sign will be located approximately 6' east of the west property line (centered in front of the building, to the south of the proposed walkway) and will be oriented perpendicularly to the building in order to be viewed from north and south bound vehicular and pedestrian traffic on South Swinton Avenue. The single-sided, under canopy sign will also be constructed of MDO in a curvilinear design and will be located under the fascia (to the left of the front door) on the front porch of the west elevation. The under canopy sign measures approximately 44" (3'8") House of Vintage 2004-194 123 South Swinton Avenue Page 3 wide, 12" (1') tall with 6" copy and is 4 sq. ft. in area. The sign will be attached to the fascia with eye hooks and chain. The same color scheme is proposed for the under canopy sign with the exception of the "Blossom" color. The copy states the establishment's title "House of Vintage" in black with black border and Amaranth background. No external lighting for either sign is proposed at this time. ANALYSIS Design Elements Analysis LDR Section 4.5.1(E)(8)(g) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. The guidelines are as follows: The Board Shall Consider: (E)(8)(c) The opening of any building within a historic district shall be visually compatible with the opening exemplified by the prevailing historic architectural styles within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings within the district shall be visually compatible. (E)(8)(g) All improvement to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility can include but is not limited to: consistency in relation to materials, texture, and color of the façade of a building in association with the predominant material used in surrounding historic sites and structures within the historic district. Delray Beach Design Guidelines The following is a list of recommended treatments with respect to hurricane protection: Window shutters that are removable are preferred. SIGN REGULATIONS AND DESIGN GUIDELINES The Board shall consider: LDR Section 4.6.7 (G)(1)(b) addresses Sign Design Standards for "Free-standing signs" A free-standing sign is not affixed to any other structure. It may be either a pole sign or a monument sign. Neither the pole nor the base of the monument shall be considered in calculation of the area of the sign face. A free-standing sign may not have more than two faces. House of Vintage 2004-194 123 South Swinton Avenue Page 4 LDR Section 4.6.7 (G)(1)(d) addresses Sign Design Standards for "Under Canopy signs" A sign hung from a canopy or roof of a walkway. It may be rigid or may swing. Such a sign may not have more than two sign faces. LDR Section 4.6.7 (G)(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). LDR Section 4.6.7 (H)(2)(a)-(c) addresses "Aesthetic Qualifications and Standards" The aesthetic quality of a building, or indeed of an entire neighborhood, is materially affected by achieving visual harmony of the sign on or about a structure as it relates to the architecture or the building or the adjacent surroundings. In addition to the mechanical limitations on signs imposed in Subsections (G) and (I), the following aesthetic conditions must be met. Scale: The scale of the sign must be consistent with the scale of the building on which it is located or painted and the neighborhood in which it is located. Scale shall also be considered in terms of Subsection (E) with respect to height and area. Garishness: The overall effect of the configuration of color of a sign shall not be garish. "Garish" signs are those that are too bright or gaudy, showy, glaring, and/or cheaply brilliant or involving excessive ornamentation. Conflict: The colors of a sign shall not conflict with other signs already on the building or in the immediate vicinity. Design Guidelines The Delray Beach Design Guidelines state the following pertaining to signage: Sign design and placement in an historic district or a historic site is an important element. While preservationists believe the building facade is the best sign an owner may have, the need for design guidelines refines the existing regulations adapting them to the particular character of the specific location and site. The district's character is maintained when signage does not cause visual disruption. The sign should not obscure any architectural feature or detail, or interface with the House of Vintage 2004-194 123 South Swinton Avenue Page 5 views and appreciation of the building. Signage should compliment and not overwhelm or compete with the architecture. The Secretary of the Interior's Standards for Rehabilitation No direct reference is made to signage affecting historic structures, sites, or districts, however, there is specific intent to project the importance of preserving "character- defining"and distinctive features, and discussing scale and compatibility with respect to new construction for historic structures and districts. One such standard states: New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. Conclusion While the best option for fenestration is the original steel, casement windows (as mandated by the Board), the proposed aluminum frame, divided light, casement windows are appropriate to the style and period of construction. However, in order to closely simulate the muntin profile of the original windows (one remains in situ inside the building), a muntin profile should be submitted along with the window specifications. Submittal of a detail and installation of the muntin matching the original profile has been added as a condition of approval. With respect to the proposed storm protection, removable storm panels are considered one of the least obtrusive alternatives based on their minimal visual impact, economic feasibility, and ease of use. As the building is considered contributing within the district and installation of storm protection is visible from the right-of-way, removable panels are considered the most viable option. Therefore, positive findings for both the window installation and the storm panels can be made with respect to LDR Section 4.5.1(8)(c) and (g) and the Delray Beach Design Guidelines. The proposed signage is appropriate in relation to the style, dimensions, color, and design in the surrounding neighborhood. The minimal design elements compliment the Masonry Vernacular style of the building as well as the building's color scheme. Per LDR Section 4.6.7(G)(3)(d), if the building is located within the Old School Square Historic Arts District (OSSHAD), a sign may be placed within the standard setback (10) with the stipulation that it does not exceed 7'in height or 30 sq. ft. in area. As proposed, the free-standing sign will be located 6' from the property line and meets both the height and square footage requirement for signs located within the 10' setback. Likewise, pursuant to LDR Section 4.6.7(G)(7), an under canopy sign cannot exceed 4 sq. ft in area. As the under canopy sign is approximately 4 sq. ft. in area, it also meets this House of Vintage 2004-194 123 South Swinton Avenue Page 6 requirement. Therefore, positive findings with respect to LDR Sections 4.6.7(G)1)(b) and (d), (G)(2)(b), (G)(3)(d) and (G)(7), the City's Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation can be made. ALTERNATIVE ACTIONS- - A. Continue with direction. B. Approve the COA associated with the Class I site plan modification for 123 South Swinton Avenue, House of Vintage based upon positive findings with respect to LDR Sections 4.5.1(E)(8)(c) and (g), 4.6.7(G)(1)(b) and (d), (G)(2)(b), (G)(3)(d), (G)(7), (H)(2)(a-c), the City's Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to conditions. C. Deny the COA and associated with the Class I site plan modification for 123 South Swinton Avenue, House of Vintage, based upon a failure to make positive findings with respect to LDR Sections 4.5.1(E)(8)(c) and (g), 4.6.7(G)(1)(b) and (d), (G)(2)(b), (G)(3)(d), (G)(7), (H)(2)(a-c), the City's Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Approve the Certificate of Appropriateness for the installation of divided light casement windows, removable storm panels, a free-standing sign and an under canopy sign at 123 South Swinton Avenue, House of Vintage, based upon positive findings with respect to LDR Sections 4.5.1(E)(8)(c) and (g), 4.6.7(G)(1)(b) and (d), (G)(2)(b), (G)(3)(d), (G)(7), (H)(2)(a-c), the City's Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following condition: 1) That a muntin profile be submitted to match that found on the remaining steel casement window and that muntins matching the profile of the original casements are installed on the new windows. Attachments:Survey, Sign, Window, and Storm Panel Specs Report prepared by: Wendy Shay, Historic Preservation Planner r CALCULATED MEAS 1 ` !'" ,' ''I • I '; yq 1..da1 i, D.E. - DENOTES D11--i ASEMENT �' 's . 1• . .1„ � 1 11, L� , U.E. - DENOTES LXIIL EMENT *" ��L� _"• IVO - DENOTES IRON ROD WITH CAP 'III i'' ': ; I-'"'' le, I I.I» I . I.R. - DENOTES IRON ROD (NO CAP) 'I 1 1 r Y'��m-,U.G /.C,7r n 1 0_ / JLhi1 ! :( =_ • 4 11 p �€ f (ii J— - 1.I � I,.I Hi.•i,l, 1 I. _- ' • 'I1 ,,a...,.. r e ,--L,---' riel A r —7 _0 1D ,�� /4/8 I�— I'p I y. ' 08 a /3/.50' o —1J 4f 'I ± iCill — .e5C. f I ' I :I I: �Qk 2P N a" V ' LOCATION MAP Z �s/ �� G/✓E �7r7c/ ,cc w z FOR THE BENEFIT OF: (NOT TO SCALE) 0 ,k) 3 it./23 MICHELLE PARPARIAN • N / • C I SOUTHEASTERN ALLIANCE TITLE AGENCY Zi On OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY D % p .�'q,o• k ea - NATIONAL CITY MORTGAGE CO. b/b/a COMMONWEALTH UNITED MORTGAGE, ITS SUCCESSORS f<rl n 1\ n��d9 7�7. /a�, of ,i• n, AND/OR ASSIGNS AS THEIR INTERESTS MAY APPEAR sA•, o C CB Fn"I f /3/.SUS 6aO I \ Z'O� FoUnrp /,eav,Poo BOUNDARY SURVEY yJ M KS. ... I HEREBY CERTIFY THAT THE SKETCH SHOWN HEREON,IS A YRUE AND CORRECT REPRESENTATION OF A SURVEY MADE UNDER MY DIRECTION, AND THAT SAID SURVEY IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. THERE ARE NO ,CTpye ,.4004',4-'0,11 LOT 4 APPARENT GROUND ENCROACHMENTS, UNLESS OTHERWISE SHOWN AND THAT THE SURVEY MEETS THE MINIMUM TECHNICAL /i/O 6yj a STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS, PURSUANT TO SECTION 472.027, FLORIDA STATUTESSTT AND CHAPTER 61G17-6 OF THE FLORIDA ADMINISTRATIVE CODE. r A� DATE: /(G2lG S' .� r��G,, »._., f REGISTERED SURVEYOR NO. `31..g. PROPERTY SHOWN HEREON HAS NOT BEEN ABSTRACTED BY SURVEYOR FOR RIGHTS-OF-WAY, AND/OR EASEMENTS OF RECORD; ELEVA- TIONS SHOWN HEREON ARE BASED ON N.G.V. DATUM UNLESS OTHERWISE NOTED; ALL PROPERTY CORNERS ARE IRON ROD WITH CAPS, UNLESS OTHERWISE NOTED; FOUNDATION OF EXISTING BUILDINGS LYING BELOW SURFACE NOT LOCATED,'BEARINGS AND/OR ANGLES SHOWN HEREON ARE BASED ON RECORD PLAT OR DEED CALLS UNLESS OTHERWISE NOTED. MEASUREMENTS MADE IN ACCORDANCE WITH UNITED STATES STANDARD. UNLESS IT BEARS THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER THIS DRAWING OR SKETCH IS FOR INFORMATIONAL PURPOSES ONLY AND IS NOT VAUD. COPYRIGHT©2002 BY RICHARD L SHEPHARD&ASSOCIATES,INC. -ALL RIGHTS RESERVED Le 2102 Joe Tucker LOT 3 BLOCK 70 ADDRESS: uHo `.'2 , SOi1£KYPS AMENDED PLAT OF SUNDY 123 S. SWINTON AVENUE AND CROMER'S SUBDIVISION DELRAY BEACH, FL 33444 PLAT BOOK 6 PAGE 17 FLOOD ZONE "X" RICHARD L. SHEPHARD and Associates PALM BEACH COUNTY FLORIDA COMMUNITY: CITY OF' DELRAY BEACH, FL 4, COMMUNITY PANEL NO,: 125102-0004-D a. Phone: MAP REVISED: JANUARY 5, 1989 219 S.E.23RD AVENUE Boca (561)391-4388 SCALE: 1'=20' BY:H. NILHOMME DRAWING No, BOYNTON P.O. BEACH,FLORIDA 33435 OX 750 Boynton (561)734- 546 DATE: 9/2/03 F9: 684 PG:21 NO3=09-061 _ FAX (581)734-7546 .' .� 0 l Ik - 1 2,_ i (44 It '' ll ! 1 , HOUSE ., ! , / , . 't Fn • , ; I VkeN4* i 4:2 Le..-4-4..r 0 iFit , m 1( 4fs� c to ' A T1E-1 T i . . . .`11 i. . , / 1 6?il V II_N TAGE ..civssur, - , �onlz # F . Authentic & Inspired ed Vintage f7-1 , , i, , CIo±hin .)ewdry. Accessories l S 1 IiiVii' Lt & Gilts f ., tn. . . i ve.:4„,.. , ; 4** . , • . 1 i - i b Beauty SuIon --,,(... 4_ t . -.7J 1 ii.A'NS AEVIEWEb BY. - tr,'i\ " bAtt3 t • 1-1• ci-1 314 rDa DO O & .E FACE To PLANS REVIEWED BY' i X .?� iCl t�o5� • PROPERTY Of: , RJM• Invests,;.-- - . 123 • * HOUSE OT YIN " AGE Authentic & Inspired Vintage Clothing • Jewerly • Accessories & Gilts A n nelte's —dii- • Color. • Stun{ io _ �w'Il::KNIPnn,v. • • -htsms_Aos*b -&31}--Bcou-mi acL `n_5 ;G IZ x 1_(8 rn b 0 - ma, 7 c (4: nUS v N ,_4 it � 4 1:'•:..'•:!.:;::'A':':ii.,':.•.T.:•;',...',1q,';..4. ::',:•,!:,',...'tf..g,.‘,..i.„ 1 t . / r l 'rk \ 1 \ i , r ,l `01-. r t s t �/ 1 R `'+1 �.�.. j 1 1 .\ qy� 4✓r! CJ'} s ` t .e} J'R,�r r ti�" 1 t d r 4 ! R it, 1 l°a 1 . It • r. 91 1 �t 1 1 r r Yd+il S' �� tll�;z ft, Y `�• • � fi> 1',,; 4>t� • rL ems.: r -v• 1 11 +`lUl { 1u t 11.. �\\ !I. lrs /g:f \`+1 ` • �.h..'',9 t ` sg9: *.+�, i 'R • "`.. ,'. d r f J .{ �'W:S tl \'.`: .,;:-,,j'} ',�°'4 '. t 'c4 t '§ ;+ f / ,„1 I r n1ro' �...;,'' , •: :,: \ I l 44 1�` ', r F li •r '.-494yr+p, 1i- 1 F t �1 '.4 . l`\°\ r'. `ti t .}. t 0 !t�"1F•'44% s't` f -0t1 4Fr° ,,,' P I „ a t ll ,pti C. Wdpl It ? �s f,,1 {I ,^e 4 I` ts; _e,,,, '; f ,t •.›,�.!,,-• r� l yA ..,Y �,, d. I4 l ,} I, ir43 V`7.�.,,, tik {y Y,, ,'A•,.•, "',:„•,,.;. ,, ,:. „ ,,., :q., 4,', ,,�r/, a� Rll's/ J� svk w" + /d, !4h 5r i'a:l '1 5dA. ••'; �. "a..- .,dP t $.:- ,` -' Y } ,,dx ,6t 'Fi 1 a �fi t +" ^ '4,•14E'!-*'.`• /blyC y .. }� YkW! a 4 ,'*.-A'N.13��,Wtri i • � . it xd .,. a'i- ry5 �'y.� J r r I a 5,. Tk.�nr�r'ik4J raLL�F _....,.. i'�d i • ��`.....�• „,;,,+w''"�� b' �-`� .r-..,, c '''''.."",y " .•'L' ' µ x l 1�,, uao t --- . ... . .,khitFS 1 s j r r I w: _ I r J ., X I r f, ,'� . f,,.tiR a k -} ,tll <tyi,oii'tt.`:i#Xi-•,:�x,. i.•.t.' * 16t { I art .c , . T ; *,',AItL faf,.I y.-�. };is.4•',k,•. .. • �. r� { �: •C, w, 'E [YvteSvrXrkSdeJ 'b"'i9ta Y+•lS a3L �1' 1 'Shrr'�'fia' U'b�.,�a.�.:a'4.n,.3.0 i-akn• ,..4tt. • I A 't- 1 h a7.^":+:t'+fir*, . •tiy - !, .... ...• p• u+s u . ter t? k�'a _ .t i 1' i � � 1 �ttq a w` , .,Y '' .,a� n 1;u rm lilt`• ., .,. .,. .... ...; ,. 1 V i j 1 ,OJ r irWJ,•�,- , -, ...... ..,. .1 !2 t'fi, �err a,:.m';'• iv-.,4, i+� J' �i, ^l -, 'rt t Y{ � �. P f f 'v 1,p{ T I 3 /, ,pF�iW, ,»,q` i , 4 %g, I u,tJ . qq 7 R3 A Yrr ` 4 t,� ti , l M W 3 r ` „, 1jrAr;� ti S'r ft° {, 'fi t jjld • � is? ... k :.A .' fOAY""'i"w^"'t' ,tiro !snaP{}81q .nH 4»-....�.,..... ., ':--''''q'...r'...e,'... '.cx^ 7 . '''.i„»..=r.-n ..y i YK:q.',�,04,..a;.I ° g4. �+'1S:fX4 l Y r pp,,} i f iz p• J F• ;+. t R p' r ti 1. f, f ',1 vd` i 4 t$ } :4 1 +�., " ! , F S, :r,. 41fi,�.Pr {,,tsf ,. ,4, r , . 1 �s. a,,, i.� ,`f, f .i y t t 11 f '" - d 0,41 f..,4• .. « 1, t ) "..., a•,` �.,;�y"';'l ? ,-,.77'""":''.7::7"::"!...:-.4' ; 1 f ' ,.., i I ' ,.,.. �' ...,..,i.....,,.:::1:.,;.;',i...,!,, t.....,.? ... �,p ( k. ,r'u7(td':' p`'. #SffYi>`�k.. , „fy.. ' '',I �1: {�tl"' { M .. 'Rq �7 -,..... � R _...., ,. .. t{ �M 1 61t 1 4 � & ,.JdM13R�"11 I. {{ 1 T, 1 ,a� )( I�R.:f . yy a aS ! ' , ,q ��Y 7J' �yyil` ''A f va a. t Fet l '4 !' �"Ar 11 y A, : t .7�F97yr� Y -' M ' u :'k ::: r.,,.). R .,..*„.... x 1 : " k}iFlt h„1%"�1� T41,(v;� vt ? uql .� " pt l 0. + ., taQ` } t "'±, + /4 :.i.,A'{w,�h,� ti ryl�. .,. ! -f 11 b t. '`6 !. . ,� ;'.,1 ,SS'ITt a- � .'�I .:1 frtl f :h 11f k f }¢ / ✓�.; .1 i { t Ri St ,� h -, .,,, t ,L !' l• v A ''11 i +a•2 f 3 r, t d e �! 1 �., 'k a s . �W` t ! 1i : V 1St.,a I •tom f I +• 1 ',air t ',cL :.#. - .7. 1 . S . ... ?5' l q 4soz"xSii.4 6T < 1A7 T " f Ir 6 ( • • S r ``.It ro449kPookfta i',i4y"C:i1,11''••w,^t'2'�fl 'i' 1 2 c , It" •� ,'i �/' t/ �y� "�i,.J.�"'1 1q',netj. ''kxt rytp1r�I l }�-' "'�yt'F';� ;y�r+�''''�i i 4+�.1 j ,:. ` +� a 1{ 't� t�ri ' \ ,}"Irr Res)>�, *; 1. . �\ + y ✓may � `�Yr� � ,. 4 fit, t (� � S • f ,,,VI S�'ti jyj"St y12' 4,1 '�i k ',., ., u ''' #f L ';, fw r ( xT dS d.1 1 r'f 4 ,' t .f • 'i J. r r'__ ts- - -y .3 ,_ . i_../..._xx. __,..?,\ s ..., ... • ... , ,.......,•_ . , , t Yt ..., :.,. .„::.,. . ., i - -., . _ ____ . ...„ 1 . . _.. . .. .,.... is ,,,,,._ •. =�a 4_, .... . - -.' III 111 III fllill III 111 { 'i ilia mu!HIT ��1: 111 111 11' In k : ,. n mu in 1 ''III • `. .1,.��I 3 II! , 1 R ,.-, .�. = 12/16/2003 , z .,, _ �. 123 South Swinton Avenue (east and north elevations) ,---,--: z., iI Il ■■ w "= i _IIQEI 11l1 . :11 , - III r .awn ti'^' .�`--,T.'5a'!:X • • . ,n' �.. ,��: ,t... Front Facade j r—•r- - _—_ - , :� !MAX. Huciir cr 76 ' } _ / i '" _ _.--t.' /'/ 1) G•4:?,:',G• O58" J/76"Ad�(weF(_Et) / + _ / II \\ :�/_� ?.. L'U"+'i1SL4'34i,CJr=i: ,KA;i }: j I / j, J;i pE5!cr1 ?RES_�'rE PA TING: I! / I I SE'.CC/IPARATIV N r %6. f7 1t 1 7fir s / ,I! /•'% 4.) An.Hv.iS E rt ALYS.o TAI?L[S r'7N sliCfT^ b ;i- 7. uev,. 'E ANALYSIS TA(ILES %:/r' •51i5L7S 6 4 ! ii / 1 / • ! •/I \ SEE ,pUPA.4ATl'� •_ 1 / I 5.) H'RRICArr[ PRDTECrIOH rJEvhh.5 M iST BE INsrALcin 1 + ,/ I) J45q 7JTU L-i' 'i 6.) REF REI<'CE 7F•57 REPDRT : FTL__1512 to P71.-1519 • c l °FI�xw. \\ ;; , n4 a'Y. I - , NON--IMP,4^T w,NfnO GIs 1 �� f'! i (wk.. N.'GiiT (.IF 64') . 1.) GLAZING: 3/16" ANNEALED -yy __ _ �� ?.} CON ICURM'IO,S: x,xx"xcx �` l i .� ! 7 �J 3.; DESIGN PR''SSLIRF" RATING: ,i—3=.653--"_it �� e^7 7s I SSG COn�FARATIb'r 1r�AL r'S1S )49L:S ON SHESTS 9.f9 —•JG r 5—Al---- 4) ANChcRS: .--77.?%--r 74.5o ufx. SEE COMPARATIVE:tr/nLrS!S TAB(ES D"l St(E: r,39 • 5.) HURRICANE PROI"ECIICIJ DEVICES 1Au5T BE INSTALLED 6.) REFE.RE-NCF. rest icr''rRT.. FT1.-15.-3 I< --'1 I R__—__-__---,=-....-i-x„.-,77„..-:.......* 1 ,-----, , . , ,. , , , ,.,. ,,, ,, I'. ,,,. ,! ., ,, ., I I / f•1 \ 1 . Ira •,\��/ "' , / J i Y,rJlllj (j a Liar + l l i I / 6Ygy�+�c_��r14� • 1 - ^o r: ._�I..... - __-,_---- .L•,�F -~ + '�P,FF��,�_3/: 1Fa:..lcn, ..,.� AccE:t c:cE Noo Al)-c.„"6f!�) :C CFFIC E QJ (% — _ �c errkce o_7l C_'c Lq•0? ' _ r...87_ -•5.5•.(100 1--2 ., 75--I 1 /vu, T� /e/rj I 1 LiP0Ar. f"•"Arl.R/Jaf.YAs I r { -..— 1 J.CP 1,S.Ah. --- ._..__ ` /%i I -R.S' 2/17 - J/��a/ INDUSTRIES I1-r. 1J1 t!_ib, , LL__'r. 1ICiIv , 71;;:-e:'1 ei:,.k,Pr., ) �iLUM1NLi,A4l CA CASEMENT '1V ;DOWS ,, l irrisf/LGJrk '}u� '.l eel. ---�— S: ••, 'rl I D 1t/ p(U 1 �!it°' P.U. U6 (j?o I 7 r• rPn,. IJY• uii [. J1 J5- .9f,' G1 S I( Yi) ; C-fJ0 (A!r ' rerf e^^, • --._ .- ----..-_-----.---________--____...___..,.- -••-- --•--- ---------- ----•••• - •2.Laztio 2,!../21:16 l'.4'0 N.-16/I P AC 7. VI i I‘;C(....:VI/..5: ;. 'Ax''ac.'ciNc I -,;, ;.,'..L s 947;t;,-I --- , ma SPP.:0,G %.i CIA-71;40' ?,i4' TE1,1FPRED I--! .---sir, --: i--E.01):: 6..c40- - ,.., P.) E:Cane,Ur?A L'ONS: X,1:X,XD.';' E C.:•'0--, I,- 400- ;--- i" , I . 1 3.) CE.SiON 1--RESSuRE: teA17NO: i.--.,•7,--"fet;(.6 i • 1 i .1 -.41 ' 1 I S CO0PArik1ivE AW,LYSis TASLE CA hl SHEETS • . ; / I \ t, I' I A A / / '. 4 i .szta: A.) Pte:P.e" V3 .-,: A,C4.K 5."rifOlA EAC.V .f'ORA,E.I? %., ANCHORS' 4' APART. 4' mom EAcii mEETwo rtAk. MAX. SPACING por..r;;mEs: l 6 ocV 1 ; \ '. .''' ''T. I / mo• .; . L'i a 67.7.0 , .„ I 0.,) .N2),,e/FIC-i;Ve PRIV-Z-676w 0,5)15' .1):,'57 Or , 1 _ / , '. .:- IN,S7.t.LLE7). I , , ,2, i c!1,7; t IC ! 1.• i 7:7.0 02. E.)Obc ‘,;,. t '. .•/ ' : I 1 ti.le.) MO. 5) PerrERei,:l. rr.sr ArPoRT: fa-- 520 i. • ! OP:• '.,.. / •(.,-., .,,.40%., .\ / ,..?„,) , / i , E.:1Piad ( i .7. ;r, 1..!4.1?G L_MIS SI F. 10 P.AC1 W i tY 0 'V'E-", •• • ,L , , , s - ( .. I ( 1.' _5..0.•.-0- .I ..---....1L.L ..-3•--•.O-=_-_.. i2; i ..\..-•\„i.1!1i.--a-.-0I - L _ i - - _ j'mMCDGAE/M.K.xkS:,7TI 1G4/0fMN,C1 6.73L'MS:;01 A.23'(CP 9/5.10SS6N.U.r 72an L NNVOU• 3. S"R.:,SEX C-,AR.65,,AXT0RT.:vYNP Zp./S.'.x7: 4, 55 .t6,X. 6'frICii I:ACM' CORNER :Luva, .9'.. 1-----------L e 0.0;:c I .}..u.L0 --___--II.non-; :,, Ar4.7,y.:RF. .1 APART, 4° rRoki EACH. mET.FING RAIL MAC. SPA /NC AT J-I1.A0 & S i.1.; I 1.000 M4.)'... EPACIN(.; AT kiA.VBS: 16.000 5.) .."),..2 ,0q,: ry;owi: P130TEC7A',W OFVICLS RF:OL1v?(.0, 6.) PcrERENcE 7E5 EEPor: f:T!..-15,7 id,.c.: 5/,\Cf,..0 LUX, SPACING •-, :I•),•,o ;-- -;.i 07-• ----' --' -,-- AI,'.CL.C6 I I--tw.. .7AC4.7 II 1,P.-..-1 I ,L.• i I MY.,--i H r.l" e7`, .-- V24,, ,0.70--1.-.1 1 r ,,, _ r E CA?) 1 AIX PAX, 5.1.?/- 1 6(XV-.-1 (---. . ' -"4-1 i . r•-•1 r- •:. f---j-V!,'.2c,0 { 1 . • . I-7:71---i-1 ! • il 5. 1 IT, I I : li 1,, JE.Si51.96.00013.0C)0122.8y5Le75; • 1111 ' I ' ' rSL).65.51E4.0.00 1:57 CDO ?9.E 75}4.9.125 I i F i '• 6.1 0001 60.0C;()I a.i.;00)1 3.1;;::: 62.500 . 4 i .;1 I . 1 • ; • ,i; \ :\ I 64.0(30 1!20.D 2 oc:55.187 I 2g. ig..500 I f / ll i /•.r )6 I. • 1 n'j Iii )r; II 1 1:r...4; /4•00vre Af;C.P.IELy,,,,„,,,,,,,! 1 i ;1, 1;A,•.‘• SbACE,C, Sv0f1ciileluitNtcr..,1:or • (i7;10 i • ::* U :-.7,7,?........."__..-r).:......4 I' i J I . // totom ca,t cutpuAocE ma._ .I *j 1 1 I I ! I'f 1 ' ----L --------_,__...---_-----., ,....-- ACCEPIANe E nou. s .0i ')..... ........... ...4..t.j.:-.......„,_...,.... ...,...,,,--- . . /1 _ ,I ‘1Q ---- 0,,,yi:t,,, ,, :c,:d 2). G.1:r i p,..T,:nr, I • /I e. t,:a• : x.0: , . i 1Y 14)--i i I ' ( I ts -- Iiiii . , 1---0.--i! ,,/ , ,,,-.7„,br. Fur ' R.S. 1. .11,,.7 I .4 //Az 4 IA 2.' -.', '"t / 4'45M. INDUSTRIES F R 0 N T V/E-VI/5, f.,..-L.r.,V-1''''T i 0,IV .------------------ -7/ i ' rifle: ),/1-)\< ..011.1.:5 ‘9'/21/4/. 'V\1,-U MI N U 1v1 CASEMENT IONDO WS no,„L.6;irk.vr: -------- --r-c,..,„/,/,,, -7.7..,77 Ish..:: tio.;, i,;-.----),F.,.,,,,, 107,; 11 CHpX;"CI DRIVE I.; FtC.). 3529 1 ,,,•, ,.)rfrr.,,,,5. Al ,34 2 7,, ,161..0.1)3. 11. 342741 C' 7°C' I I\I T Si,''" 2;.30 E slu.= :.•! _ _ ---------- --"------ ------------ • w ______ .._ . __ , • -- --- -- ITEM VT # DESCRIPTION VENDOR VENDOR # 1 610228 FRAME HEAD, SILL, JAMB AL UMAX EXTRUSIONS AF-102213 2 59999 FRAME MEETING RAIL AL UMAX EXTRUSIONS AF-9999 3 69514 SASH HEA.D SILL JAMB AU/MAX EZIRNSIONS AF-95_14 i ® 4 781P0A 8K '2 SCREW PAN HD. WAD. FASTEC INDUSTRIAL CORP. 5 7CORIAII G . MAIN ERM ' ON R KEY PRECLSIOB_EdaSLCATION \ I i 6 7CORNMSm SM, MAIN FRM/SASH CORNER KEY PRECISION FABRICATION q 7 ,,CORNN PLASTIC MAIN FRm, CORNFR KEY VINYI-TECH / POT i --a-160200K SASH HEADER WEATHER STRIP SCHLEGEL CORP. 04;)CoOopeNiNci,n7 I 1 \I . C ' 9 60150K 1R SASH SIDE/SILL WEATHER STRIP SCHLEGEL CORP, 0 150x 1 90 0 6EMBK MAIN FRAME BULB WEATHER STRIP PROTOTYPE PLASTICS FP-176 GLACI• il 11 49004 SASH LOCK VINYL-TECH. / POT 375 712 7KEEP ,SASH LOCK KEEPER TRUTH HARDWARE 206000. 11;!.) f I -CD 13 7CAORA CASEMENT OPER, RT/LEn TRUTH HARDWARE 23-19-23-002 r- 14 7TRAI< TRACK 1RUTH HARDWARE .30 I%5 IrTAENRDAATRT HGIUNIGDEE 1....v -----0 II ! i 5 ZGEHG TRUTH HARDWARE .35.10,00.101 18 71051 6PPA I 16x573 ,St; PAN HO. PHIL MERCHANTS FASTENER CORP. !! \li I 17 I.3/16' ANNEALED GLASS i PPG. LOP \ ,. @ ii 1 18 137//14•3:TEMP. GLASS ANNEALED S' Ot2PONT 457 FILM ;IX r, RY-RHMACL0P VFRICOM it /9 \ : . ! 1 20 iDSB CLASS pp lop 1 \ 21 610001 FIXED LICHT INSERT I ALUMAX EXTRUSIONS AF-10001 I 22 %5175A 6x1 7/B SCREW.BUGLE BUGLE TEC I AQUA FASTENERS I 'I 23 65107W ___DS8 ROLLED ALUM. GLAZING BEAD 1 FLORIDA SCREEN IISHO5-107 24 6503W 1_/4-6".R7)1.LE0 ALUM, GLAZING BEAD :FLORIDA SCREEN SHO,5•-:.0.,30 25 601187/ i EXTR a ALUM. GI,AZING READ ;iNDAL EX EXTRUSIONS OAS-4,3777 25I 501308K !FOAM TAPE ADHESIVE 1-SIDE I FRANK LOWE li .t I! 2 7 7RWSW !,f 6x7/8 ELT. HO. PHIL. . i FASTEC t.voUSTRiES I , 28 i 65133 f 1/4" ROLLED ALUM. GLAZING BEAD I FLORIDA SCREEN • \,.....:„.•-• , ...., I . I!..! ..._..„ --...„1 194, , • .2 • \ 1 \ ••-- V ; 0111111111111111111111111111.111111111111P- 13 8 ..--. cD''•\1 MI, '''..," I': I\ ® s, 1 1 '••'..:.;1,1'---, .T. CD I APPROVED AS COMPLY:NG W111 Hill DATE; .f.cirlibi:if:T2:\\, I '''<, ,, ''' i 1 wil Eff_le---7 .v3. , . PROD 1 C Al/ROL 011/S1014 63 BUILDING CODE COMPLIANCE OFFICE IV° cr)i ..6 F Revr.s,r/.Pr 10,0./107/:0)-17M,d by: Dole: 1,,l'aPOA:TT C. OUP. MALMS krrFPTA:IeF In01-C)7)7.C1.0.7> " _Ey_p_TALLIA n I i_JjJ.j„. F4AL4E CORNCR • R R.S. 1 2/12/97 L . reptcAL .54,5±1 CORM:8 L)7/. trO "6"-- • "111T1 67,cI;P lion, INDUSTRIES XOX CONFIGURATION i 7 4/ ro,, Robert -- (ALUMINUM CASEMENT WINDOWS L.Llla %PE — .REWCE I/O'; REPORTS: PE:13971? 5eries/Ifucct: Sculc: .5,1.1: OtOvo;l1g WO. ,517, Eft-)5;8, FIL-o50, F7L-152D de ;7E-1535 !Or) TCCHNoLocr DRIVE P.O. BOX 1529 Structural tiortou/s. FL .34275 mOxouiS, n. J4274 C700 Ni c;-3 0/12 Jill C ... .. •• • ___ ______ _• • • • --- 41-- ._ ...._ •••._._ • . • - •- .____ . __ _._ _ _._._. ,____.--..—___ _________ ---- ,-.., (?) l' ' .._, •1:: \ ‘......< \ / ' • .;••-r---- --=-,Vic ; 24.375 DAYLIGHT 1-1--- -1--.‘ 11-- --1.6 A 24.375 DAYLIGHT 1 OPENINL, mAX. 1 E .. „„_,H,.,,,, • 4- 1.,t OPENING MAX. , 11,,ji , r •— , [clic, f_,,- • 1_Ji,n7 t. I Di ,-- I • . . • 1 1,------ -(E) Ji 1- 1 r , 1 , L. -1-, 1 1 - L 4 ii-LI, '7711 1 I _____il Ui 7'' 5 c• , 1:: H,-7---2-1.—2.\\ .____Til :II 1 F V i T'' ,: 0 d i, 3— f ._ , • , ..,,_, f.,., , : it'•,),Li I -'1,_.,,..,_ _,.,....,..__v --ir IL_ -1[,...__JA, i i I i 1— 28 B/5 55.1E57 DAYLIGHT OPENING MAX. ----------28.875- ——•—i . I . 120.000 MAX. -. SECTION C-C . 0.,.__• (2k A q / 31.750 CAYLIGHT OPENING MAX.G\ ,,,__.r.--,--D••j,I-i;•t-,i..-j..3 —,_c_•• i1,-_,I• • ---\TI\ ..._ ,•r 1n"1-"•7-a.1i'- 'L 31.750 DAYL IGHT 0PEN IN--G MAX. IN, DJi _ 1 _ _ —I--1II / - 1s ili- .•-,Hr • ., i -----------35.125- I ':- -36.;25 I- — . 74.50 MAX. - — • sEcriolv 0-0 cc?. \.....4 \ . • ''a --2,,F .,,' .____ 31.750 DAYLIGHT OPENING MAX. — ,•6.-=D • Appw..;..,CDAS CO1,11'1.1'14 i . ).In, 1.1 lizrj ,----.., - '--, • , (2j, .11- N nj i...,, \ — 7-- — id c- • -ir,_..C,.... ; 1 1 \ ---1.I''--z•--`2-)-- '--1 c-,3:;1.:Fg 1:7_______118110INIE I 1 . 35.553 --- ;•• — I — -- -... -37.250 --- PROD 'I feint 17 VIStON j 91./W G CODE COM pty,ricE oFr.cr, — —11-2t77: 9;. 00:<: .17.07i 9/rttt: 1 R evrr,ons• ACCEPTANCEN00.1-0,51C('03 SECTION E-E 1 .._ ,—• F.K. 9/7/0; UPDATE CO/-IA IWILY.SiS..... -__—.._ / Drown By: :Pole. i / ,.... (//7(2 '7 INDUSTRIES HORIZONTAL SECTiONS lille, IA tc-herl T. 77 LUMUVUM CASEMEIVT WI,1\1001//5 , I blnI-k.7/P.E -- •Iti.l..117.."C.L. It.E-I I RFP0/1'r 5. P E.rI 397 12 )D7t) 7ECHNOLOgr'VISE P. Dar )529 .Scrk.a/l,oCrl: istoic Ebert: 'DM W(19 ?107----.-.----."------..-7—,Q.,.- 1-71.... I 5/7 FTI.••1.5113. nt.- 151 9 FTL-•1520 ez Fn-I 5.3.1./ Stiucwral /-,•orro/-0.5, ,./.. 34275 bloKou,s, ri. 14.2?-; C-700 I NTS 4.f12 3.30 F I • . ...-- _._ .250 MAX. .250 MAX SHIM SPACE SHIM SPACE 'C'9----( ' LP — —I' ,4 --- 0 .®,tifme___,_: 9 f lnr_l :_____T 7\ Nr- 2 -_-j I \ -j �' Rani, r b b GLAZING OPTION: 3/15" GLAZING OPTION: "SENTRY GLASS" 70.00 a+YUGHT 5s.375 aUt/c-ir jI a LrAx. E(,00.UAX. CAI v ( GPCNIIG A(NC. OPi N!NG UM.. I.I1.-------(0 I f— �• —�� i 114 —1.n.1-11____! it I GLAZING OPTION: I/4'_ I _ 0@ ZI i='� / `,� —�i \G fl App.,,,,,,..........; . , lit L I ,y SCY Fi IU U 213 ',,,, 11---- r-1 ice— . 1 a I—, UTw ,•J./n i�i,,.U� e i ;.,., ,.,=_.! i i:E.l IS— - j,. r�, I 1 1 I PaoD�1 eoNraeL Dlv'slcN�1~ y r' II C 1 BUILDING CODE COMPLIANCE pvf'CE __._.........—_1 LIj �........__._._._... I I / i ACCEPTANCE IdO.{��'03Z9•Q� .250 MAX. .250 .MAX. ,N vsd Ny: C.:le. C.N 0 Ely: Dole: Revisons: SHIM SPACE SHIM SPACE r.K. S/U0! UPDATE COMP. ANALYSIS 1 Grown Ey: Oole: ----•--• __....._..-- //4/ i � R.S. [/i 2/9 7 — SECTION A—l /J Oesnr;pGon: SECTION B-9 /4' INDUSTRIES VERTICAL SECTIONS .c.1AZING OPTION: OS9 GLAZING OPTION: OSB (//‘ e:Robert I_ t= ALUI✓II��U CASEMENT M WINDOWS CRINGE !EST RCf ORIT S. PE 439712 'Series/Uodel: Stele: Sheet: Orowfng No. ;1;7 —1 1 1, ' H..—IS 1 Ei• 17L••1519, FIL—1520 c9 FTL—1535 1070 77p1NOLOCY ORIve v.0. 90X 1529 •'I'IIGt11f8! NOKOMIS. FL 3075 NOKOMIS, n. 34274 C—700 NTS- 5 c712 330 (. c „' I 2 J/9' 3 W/(6' COMPLIES W/TH: 24a1 pMEiONS m 1 ' $.FD.C, 129,1 EDITION FOR'0•+Of COUNTY, SOUTH f(OR/DA BUILDING Cope 9 •oJ0 'II L� 23/1.5 FATIGUE(GAO TESTING ANO 2315 //FACT TESTS 03/ZO/91 sr DESIGN 06/12/98 OP;o O '' m .o9n,,,,,_ 0 _ CRITERIA: ,,� Q8/14/98 sr ' (1 ry n WINO LOADS PER CHAPTER 2J Cr S,F,B.C. PRESSURE REQUIREMENT CALCULATIONS Z 12/15/0I) SP • n o� 0 m }{! ry VARIES 3' HAX. MUST SE PERFORMED PER ASCE 7-56 AON/MUA/DESIGN LOADS FOR BUILDING AND n P2 O l in • OTHER STRUCTURES' O I/I /OI SP H2B ry L=--! Q 4 GENERAL NOTES: a 1 2' ry 1 e' L 4 ALL ALUM/NUM EXTRUSIONS TO BE ALLOY 6062-T5 OR EQUAL 2. iM 1 2'. ` STORM PANELS SHALL BE: [[ 5/8'^ n 24 GAUGE STEEL. A$TM A959$0 GAUGE E AqN 0 1 7/(6�(-r 31B' I Fy. 90 K,S.L MINIMUM vALU£ Y m j m} Tf a 1L98.4" WITH ,031"MINIMUM THICKNESS I— � fl..�ani-11, M�' N- O� \I -I rtl -41T HOT DIP COATED, W/TH A NOMINAL WIDTH'OF IS 1/1' yr_tUT11--i1•T1- IILn -1AJ �J♦_II O -• 1O = ,09J N09J � N N II(�I' LIH THESTORM PANEL SHUTTER MAy Bf/1/STALLED VERTICALLY OR HOIV7ONTA((Y,s ry 09J ��f 1/ NACCORDANCETOTNCDETA/LEDSPEC/f/CA7pN5HERE/NO ��8"�Mrrtf(AT BAR fLAT'BAR 1 I 29/32•`, 8 IIPANELS MAY BE NOTCHED. OR MITERED TO ACCOMMODATE AN OBSTRVCT/ON 41 V O ^'1 2' l I 1 I/2'I, ANCHORAGE OF THE SHUTTER SYSTEM TO CONCRETE OR MASONRY SHALL CONSIST OF a • VARIOUS TYPES OF F-TRACK Nor SHOWN THE FOLLOWING OR EQUAL WITH MINIMUM ULTIMATE LOAD VALUES SHOWN 4-- 1/1'Ou E. RAWL LOK/BOLT ANCHOR(SLEEVED ORI ANCHOR) - w � ^\ I_�/2'._ M/N, TENSILE 1190 - MIN. SHEAR /520 - I !/8'M/N. EMBED. IN CONCRETE • —� MIN. TENSILE 1100 - MIN. SHEAR 1270 - I T B'M/N yy,.113 . 1,1.- / EMBED. 1 MASONRY ('�' 0'-J 1" / 10-PAWL C-q(K-lN ANCHOR('A(ACN/NE-$CREW'it%JCF/OR')'WITH 1%1�10-BOLTS —+� r t {VARIOUS DEGREE H/N. TENSILE 1J70 - MIN. SHEAR 17J0 - 7/8'MIN. EMBED. IN CONCRETE .E. V I9 n CORNER PAN •m VARIES , ANN. TENSILE 880 - ANN. SHEAR 1110 - 7/3"M/N. EMBED. IN MASONRY VARIOUS �'h RETURN �� I/4'PERNA-SEAL TAPPER BY RACO S Zo 100 U N MIN. TENSILE 1J70 - M/N, SMEAR$DBO SCREWS'MEN.VARIOUS HEAD TYPES ;, g /7"MEN. EMBED. IN CONCRETE n 14 n 18 M/N, TENSILE 880 - MIN, SHEAR 1170 - 1 1/1"MIN. EMBED, IN MASONRY 1 J/111' ' O 1/J"jAMAG NAIL IN BY RA �!'•h � m WL (jAMAG HAMMER DRIVES) lG0 ^ „ i$ MIN. TENSILE 980 - MIN, SHEAR 1100 - I J/9"MIN, EMBED. IN CONCRETE g MIN, TENSILE 7J0 - MIN SHEAR 1J20 - I 1/4'M/N, EMBED. IN MASONRY $• T2 a. r .060 MN. n �. 1/B"MIN. e T1 13 , .060 M/N ANCHORAGE TO WOOD CONSTRUCTION SHALL BE I/1' STEEL LAGS OR LARGER W ' O I I/2' II WITH I'ANN. THREAD PENETRATION, 1/4-20 BRASS W000 BUSHINGS OR BLOCKING �-Y 2 1/I"• J, 1/4'ELCO PANEL HATES WITH 1 7/3"AA/N. THREAD PENETRATION OR I/I"MASONARY SCREWS WITH 1 7/8"ANN. TREAD PENETRATION, REFER TO SHEETS 5,6 & 7 OF 7 FOR ANCHOR SPACING AND M/N/MUM EMBEDMENT$ Li z'‘ 7/8'I 3/32' 3 7/32' 1�3/J • VARIED IT SHALL BC THE RCSPONS/B OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE A STRUCTURE TO WITHSTAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE Y\1 ^ CORNER PAN S'MAnWM EACH PAN • rA•11 2 EL SHALL BEAR A PERMANENT LABEL OR STAMP SHOWING O 19 •METALTECH, INC. NL1((AH, FL "DIOf COUNTY PRODUCT CONTROL APPROVED ITV' 0]0 uIN, 18 L JH IVARN/NC 70 OWNER OR TENANT LOCATED IN EACH HEADER OR ONE PANEL Of EACH OPENING. -w= I / STAT/NG 'STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING "—, �-1 STRAPS OR BOLTS ARE PROPERLY INSTALLED, WHEN FLOURED 3• 1 1 "MlN . 0 SPECIAL NET PANEL SECTION — PERMANENT FASTENER COMPONENTS, f/BCDOED ANCHOR BOLT$, THREADED CONES .tt T Y 'O OR METAL SHIELDS, NOT IN USE, MUST B£PROTECTED AGAINST CORROS/ON u 2: CONTAMINATION AND DAMAGE A7 ALL TIME ' 7/9' 13/32' 3 7/32' 3 1/32' 3 7/32• I 3/32' 7/8' MTV n I I • 4L 5100$J/1'(nY,/• 3�. $ND MAY SE INTAL(f0 L(APPL41M _, ANGLES SHOOED IN lip — IN RCVER$f DIRECTION INCLUDE$IrUOO(D II SHORTER((G ONLY 3//'DIA. Q h \\\�..�///// iD REI LINE I/I"" X §'''" ' m —\_/ 0 1/I W F ;—\_±. n I/!• 1 16-6 STAINLESS STEEL „ / N KNURLED STUDS I U J IA I` 17 1/7'0.4 TL�\IT APPROVED AS COMPLYING WITH THE 'r L OCTCR TO API{KAIIpuS OR SNCCIS;k S I� ',, " .12,E THlrr, SOUFHFLORIDABUILDINGCODE a MOUNTING HOLES 17 1/7'O.C. J/a. ANCHOR MOUNTING HOLES(OCAT(0 ON DATEC� /D BUILDING 2 1�"--I EITHER HORIZONTAL OR VERTICAL LEG. K£% DOLE WASHER ,) / $C—.4. :C PRODUCTL TROLDIVISION -/ 41 CROSS SECTIONS m �0 1B AND Ta o �I/o/�'� ' I (140 ��/ BUILDITANCECODEs COMPLIANCE OFFICE ((j $BOMNz1 STUDDED ANGLE DETAIL l ACCEPTANCENO.c)I-r)ZUS•Q/ _, �.��1 • ROBERT MO SOUR, PE o 1 I/8"r 1 I/1"FLAT STUDDED STRAP MAY BE USED IN PLACE OF ANGLE EB-0006024 m PAM ENGINEEt//'Q,NC • I 7 _I. • Q $CC ANCHpF SCHCOU[C HP-IT : •, • NOT—I CONNECTION TYPE"B" •.�T• 17 • \-0HEADER o•SAL P14XlMUM IMPACT' • .Sop v .F.• Htnofa Pr S'U STORM PANF= n(v�-, NOTE2�' • _�10` 16 Pr 19 —. • �� Eo • .mr.:Os or SU 7 - OG/12/9EI;r f.Or f,D: o : 03/14/98 sr SCE AN[Npq,SCHEDULE 01/17/O1 ;P HfADCR or SILL © CONNECTION TYPE"C" sir ANCHOR SCHCOU([ —a • r CONNECTION TYPE"A" .E0 ..f0 1•ANN. 11.1.m............, DETAIL I CHEADrR°•SILL .. :i+of6F [ ------- L �.. — • DETAIL 3 • SEE ANCHOR SCHEDULE DETAIL 2 CONNECTION TYPE"C" ` DETAIL 4 0 oR 79 FLANGE MAY Br RfvtRsto U HCY Bt or 52L HORIZONTAL INSTACUTION VERTICAL INSTALLATION 0oR AwY BE INSTALLEo IN REVERSE D/RtcnoN ELEVATION/NSON • NOTE 7k ^\ LONAN IOUS BLOCKNG' ELEVATION U T. I '-III-TO THRU BOLT �J �OF 19 J/I6 ANGLC SCC ANCHOR SCHEDULE , f0 r W/LOCK NUT IT'O.C. BOLTED TOGETHER KITH CONNECTION TYPE"A" £.0. ` II V4-T0 THR /LOCK NUT 6'O.C. ! v soL/W f.D. • JJ 4 USCD AS NCAOCR OR SILL I 11^ o ©O4 O7 10 °R tli'l CO _ SIT ANCHOR SCHEDULE • HEADER or SILL E.D.. L-1•u'N ,,'(_' • 1 }I. 1C0 Y� CONNECTION TYPE'T)" NOpE* SCE ANCHOR SCHEDULE •NOTE n• I 1- 0 RCICR TO THAT APR ICATION FOR "D,' CpU�CONNECTION TYPE"E" PROPER CONNECTION TYPE NOTE* DETAIL 5 - -CONNNUOVS WOOS BLOCKING •• CO CONNECTION SCHEDULE DETAIL 6 • vna/ous s/ffs f DETAIL 8 V B ' ,DETAIL 7 B O H;Ap[q or$!Cl •• • SCE ANCHOR SCHEDULE �OP 11 Al Y 8E INSru([0 JN R[K'RSf O/RECriON E.D.• (�, ONNECTION TYPE"B" AS IN DETAIL LL 6 \I� E.D.L—�� T�, ,'� �„ .500 (0 Iw�� SEC ANCHOR SCHEDULE I� 0oR 1D.Car OUS BLOCKING ��li rp X,NO�n•n.000R In CONNECTION TYPE"p" • CoOR OTNfR HEADER o•SILL J/l6 ANL(C .� e(r,.yC > REFER TO THAT APPLICATION FOR PROPER CONNECTION!rP[ • L • BOLTED TOGETHER IrITH E.D. �: � /f-70 THRU BOL r W/LOCK NUr 6' / T J/A MAX. W' VSfO AS HEADER OR SILL O C' OR 19 • 1CONnN0005 6LOCK/NG .• .N07E'){; 16 LOM/NUO l B comic -•'�'• �'uAxAJW BOLTED TOGETHER NVTH 1 m 2 PIECES lASrFN IOGCTkfR{WTH , '• NOYE/r • CONT/NUOLY BLOCKING II':^ • _rLP-TO MRU BOLT u%LOCK NUT 17'O.C. U OBSTRUCTION, /64 RNCT$OR/8 TECK$CR(W$ IT'O.C. • . �pR®J/16'ANG(C • I1 NOTE�f ••I• Ate+n T s/6•Aux, I/a-10,MASH/Nf SCREN'ANCHOR a DETAIL 9 I WITH S/O£WA(K BOLT �OR 19 CONTINUOUS BLOCKING x s OR 1/!-MASONRY SCREW J-O.C. 111M 7t6 PSF MAXIMUM 'to• 9 Ep J'MIN. EDGE DISTANCE I/A-TO>JfA KNURLED STUDS A MAX• N.iVM PANEL HEIGHT 96". • POURED CONCRETE ONLY $TORN PANEL WITH NASHERED II+NCNUTS 11 1/2•0.C. Mr) •-W I • • MAY Bf IIOU/Jr(0 KRT,�((Y �� DETAIL 10 Ho.;HORrzoA•uur a u R RCNRS PAN ANON NBC o c NOTE:* DETAIL 17 Q[, ° oust Sr U/1 ON u[BtK(0 OUT CONomONsD ti (1�a 70 CLOSE 0,7 ENOS • C"''N PEARIN PAN • IT SHALL SE THE RESPONSIBILITY OF THE CONTRACTOR• 'W SCREW PL1ro ANO MACMNC vARrovs s11I5 ovnOHu Us[o!r/e'a.r-;L TO VERIFY THE SOUNDNESS OF THE STRUCTURE TO WITH ; SCREW ANCHOR 12'O.C. /00 PURPoSC Of(YrfIIpIF>r M•JL( STAND THE ADDITIONAL LOADS AND INSURE PROPER ANCHORAGE n I, - Vax1 Vz MrBAR° Sr(t • $NUTTER SYSTEAA MAY 6f fNT$ALL fNTO HOOD, CONCRETf,OGf.0 SMOLO,:a N+•roNV75 r rtOOR PILL Aup uAC+nNC.1_212L MASONRY. nSCREW A/CNOR I1'C..C, of WHEN ANCHORING TO H'mruu sroRN PAN(((TM) D / / A MINIMUM X 4 DOD, THE WOOD ATUST Bf / ! \ / ti 1 fORAL TO/f'1 SOUTHERN PINEP1/ SLOTTTO MOUHONC HOLE ur PC USfOJ -l `` -t// \ WITH 0,55 $PECLFLC GRAVITY _`--16 „'CENTER NEB Or PAN[[. m,T'OR ALL N(Ap[R ON TOR AND STRUCTURALLY PART OF THE FRAMING STRUCTURE I Lu 3 / w $PfC1-7 PANE(CONAGORA rrON NAY SPECIAL PAN APPLICADONS. SILL ON BOTTOM OR SUCURf(Y ATTACHED TO FRAMING STRUCTURE 8E NFCOfD fOR TRAPPED WID1H$, NAK1AryM OAP Bf7wEEN STRON PANE( PANELS APA BE ADDED TO WITH A I/4-10>J/A KNURLED STUDS AND D.L.O. l/ARO/UM ADO-ON Or J'FASTENED TO PM OR 1/4. YnNOrM$(tYP.) AS H. 0 SHALL NOT EXCEED f/J• PAN[4 BY THE USE(0 POP R/K75 r OR III-70 NGNLIT166,67NUr •WED FROAJ FROM VIEW 'IQ r1BUaP RNETS OR 10-zA _ APPROVED AS Bo(rs 16'o.c. 2P N n 1/Aao noon FLUE(rm.)�p A r i - -- COMPLYING 1MTHTHE V P- CDRNCR Pµ\ ��_—Q . . - - - - -- - /'7'� ' SOUTH FLORIDA BUILDING /�B/ ANGU uAr vey _�_�A 7.G D T CODE W • 1/l•=°ear A w /� ZO O aljrolsa L��' (oaNvr CL CA.PIN NNIDL( / rrG� fiY OV SrgwN Am FLAN VIEWS '''°°,K uPcHKu Cd`r'• I 1!J PRODUCT POE iROL DIVISION t seonl TAIL1 PANEL NOTCHED AT BDrrnH ROBERT S. MONSOUR, PE BUILDING CODE r0 PASS OKR SW AND COMPLIANCE OFFICE ES A, B. C&D IWNDHUTW St&(EACH YOr) EB-0006024 ACCEPTANCE p10 A+ '/r/� Pg1I!EIiGIryCEIIf10,piC, (JZ- •0 0 (� 7 • • I/+-10 rt00R PLUG WITH • • MACHINE SCREW ANCHOR NOTE* //q"PANEL MATE SCREW WITH • H(.nOCR OR SILL 14-20 STUD HEAD 3/lilliSIC1113 0/ m CONCRETE OR MASONRY +, I I , •WITH wASHEREO WINGNMT, _ HEADER OR SILL NOTE* Q3/20/'�P,sR CONNECTION TYPE"A" NOTE: .'WOOD, CONCRETE OR'MASONRY ®ORO ea. 04/20/99 SF �� THE AIETALTCCH STORM PANEL MAY BE INSTALLED WITHOUT A E.D' r-C CONNECTION TYPE'A" 0(/fc/99 SC 4E.0. : THE USE or AN EXTRUDED HEADER OR SILL. • CONNECTION TYPE"A" l -I-`T J 09/1•I/99 sr THE SHUTTER MAY BE ANCHORED DIRECTLY TO THE T e.0. -17 REFER TO DEFECTION PANEL SECURED WITH I Ill 01/17/0I _r REFER TO DEFECTION STRUCTURE WITH THE USE Or ONE OR A COMBINATION M:eSHCREO W/NGNUI$ •l�, CHART OE DETAIL IJ CHART GLASS CLASS O. NOTE�C STUCCO FINISH I C LTA CK a CTAL CK nc C STORM PANCL I STORM PANCL , cc 0 II REFER TO DEFECTIONAR '� N V CHART CLASS • • � CAI L I / 44TIoNCTAL LL PAN •EL �.n. Q z siN°I . _CONCTION'YP "J�"� TYPE"A" STORM pgNEC I ',' RI ad • �.o. , NO•TE:* 1/4-20 FLOOI'PLUG WITH v., "PANEL MATE WITH MACHINE SCREW HEAD • ©O B • W # CONNECTION TYPE"A' Z d I/4-20 BRASS W000 BUSHING WITH 14-29 SIDEWALK BOLT JY HEADER OR SILL INTO WOOD HEADER OR SILL F12�STUCCO INSTALLATION ? t WOOD, CONCRETE OR MASONRY - Z B DETAIL 14 • O .0 EU NOTE•*' a NOTE:* • •' O. a HEADER or SILL f OCR HEADER or SILL cl NOTE:* 0 H a SILL 1 EO ` SEE ANCHOR SCHEDULE E,D, J/1'WV. I 14'MAX. SEE ANCHOR SCHEDULE • _ c.o., 'D ,d CONNECTION TYPE"A" see ANCHOR SCHEDULE CONNECTION TYPE"C" E.0, E9 i. EO Li c • CONNECTION TYPE"B" SEE ANCHOR SCHEDULE ' z HEADER or SILL CONNECTION TYPE"A" NOYE:'>k' , •' .•SEE ANCHOR SCHEDULE 41 CONNECTION TYPE"C" NOTE:* S AND 21 HEADER or SILL DETAIL 15 DETAIL 16 DETAIL 17 DETAIL 18 DETAIL 19 Ca .W • SERVE THRU WINDOW a G L • Q D 00.0....SILL NOTE:'7�C' F+ • 5. STORM PANEL If?�ii IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 3/8" THRUBOL TS 9'1/2"O.C. 'I TO LFRlf'THE SOUNDNESS OF THE STRUCTURE TO WITH W WITH 2XJX.125 ANGLE ON BOTTOM 1 STAND THE ADDITIONAL.LOADS AND INSURE PROPER ANCHORAGE. r WINO PRESSURE 71,5 P.S.F. MAX, = SCREWED OR e0LTC0 TOGETHER MINI MASONRY SYSTEM MAY BE INTSALL INTO WOOD, CONCRETE. oa, MAXIMUM PANEL LENGTH 48" i/+=10 THRU BOLT w/LOCK MIT Ip O.C. �� n I �l/�� 1 4"MAXIMUM WHEN ANCHORING TD WOOD. THE WOOD MUST BE �� CONThvArog BLOCKINGEOUA( TO A MINIMUM2X 4 'r� ru -'�`— ` Oa 19 Ip'ANGLE .�2 SOUTHERN PINE I Eili1� N WITH 0.55 SPECIFIC GRAVITY N �� I' WOOD COUNTER 1 I/4"MAX. AND STRUCTURALLY PART OF THE FRAMING STRUCTURE 3�s I' I THICKNESS COUNTER MAY BE MEt� I/q-20 MASH/NE SCREW ANCHOR OR SUCURfLY ATTACHED TO FRAMING STRUCTURE — - MADE OF OTHER MATERIAL “ '" E:NOTE*' WITH SIDEWALK BOLT 2V2 OR l/I"MASONRY SCREW 4"O.C. APPROVED AS COMPLYINGVMTH THE 3 s!P/me/RIM J"MIN.EDGE DISTANCE SOUTH FLORIDA BUILDING CODE c SEE ANCHOR SCEDULE FOR ANCHOR TYPE$ • POURED CONCRETE ONLY DATE03 L ZOO �• I"MIN' ALL ANCHORS 12" O.C. g/ii /� Ol/io/3T orw 59.5 PSF MAXIMUM/PANEL HEIGHT 109"MAXIMUM I "/>� BY PRODUCTC NTROLONSION $ So llnat DETAIL 19, DETAIL 20 Ll 144/1 BUILDING CODE COMPLIANCE OFFICE 2 •'" ADJUSTABLE HEADER OR SILL ROBE S. MONSOUR, PE• ACCEPTANCE NO.OJ-020S•OI ` EB-0006024 m LMc EnCILCLP/0,nC 7 • J I • • F . . • .THEM III}rECH STORM PANELS MAY BE INSTALLED WITH OR WITHOUT THE 24 GAUGE MAXIMUM IMPACT STEEL STORM PANEL FMSIO"S 0* HOP<!l)1111L BRACE STRAP. REFER TO PANEL DEFLECTION CHARTS, • 206/12/98 sr 08/14/98 sr — 124"MAX, PANEL HEIGHT l24"MAX. PANEL HEIGHT I2/04/00 sr NO PANEL STRAP ONE PANEL STRAP 01/17/01 SP IS REQUIRED :1; LOCATED MIOSPAN w PANEL DEFLECTION CHART ( PANELDEFLECTION CHART• WITHOUT HORIZONTAL STRAP ;E•. WITH HORIZONTAL STRAPmPANEL HEIGHT 0'-90' 90"-124' • • UN o T1iu PANEL HEIGHT 0'-,On" 10n"-I24` WALL MOUNT 2 5/8" 3 1/2" WALL MOUNT 2" 2 !/a" Z INSIDE MOUNT 2 5/8" 3 1/2" INSIDE MOUNT 2" 2 )/P"FRONT NEW SIDE VIEW BUILD OUT 2 5/8" 3 1/2" FRONT VIEW SIDE NEw BUILD OUT .2" 2 1/4" MINIMUM DISTANCE BETWEEN GLASS ANO PANEL MINIMUM DISTANCE BETWEEN GLASS AND PANEL "` = IN:I 24 ga. STEEL • ' W i 5 a DESIGN PRESSURE PANEL SPAN HORIZONTAL BRACE STRAP HEADER AND SILL TYPE MAT VARY. DEPENDING ON APPLICATION r,' i DETAIL rJ ON SHEET J DETAIL 3:4, &B DETAIL I ON SHEET 2 DETAILS 5,7,9,10 AND I I DETAIL 2 ON SHEET 2 44.40 124" I/4-20 STUD ON SHEET 2 DETAIL 15 ON SHEET J ON SHEET 2 DETAIL 16 ON SHEET J IS t '2 WITH W/NGNUT 3/8"(TYR.) • u 47.81 1 2�J 12 l/2"O.C. L( HUDCR NCIDCR \ NCADCF s 51.23 1 19" I/8'X J/4" • �` \_ �� W FLAT ALUMINUM OAR t, ,,,T— I� N tA \, 'F" 58.06 1 12" SIDE NEW FRONT'NEW ; "' ' ee a ee ag 61.47 109" DETAIL 'E" I! � 66.85 1 04" g` 71.46 100" ��\ z a �� R t I ,, 5 A N i z 75.30 g5" • 3 • CLASS 81.45 88" CLASS._ x GLASS Li j 86.83 82" MAXIMUM CAP BETWEEN PANEL / f.1 •144 f AND HEADER IS 1/4"(TYP,) `\ SILL SILL // / NIL .� 91.44 78" DETAIL 'F" ��G DETAIL IJ ON SHEET 3 DETAIL 3,4, &8 DETAILS 3,4 AND 8 DETAILS 3.7,9.10 AND 11, DETAIL 4 ON SHEET 2• • ON SHEET 2 ON SHEET 2 ON SHEET 2 QD c 2' 2' WALL MOUNT WALL MOUNT WALL MOUNT BUILD OUT INSIDE MOUNT 3/4'DIA I / W /�3//'D1A. ANCHORING PANCG ANCHORING PANG( WIIN NOR.AND SOL MIN HDR.AND SILL wrIN NOR.AND SILL i III ' • f T'rv) TOP&BOTTOM TOP&BOTTOM 101 t�W . ��P. ' T'IL —I 4 rim NO NCH DR SILL WIN STUDDED HDR/SILL �' 3/4' DIA. 3/4' DIA, 11* 3/4'pIA. 1 r, TYPICAL SECTION VIEWS ,� „ FASTENER MUST BE IN NORROW PORTION OF KEY HOLE, AI r Al Altill @. W Li .IF NOT A KEY HOLE WASHER SHOULD BE USED / MOUNTING HOLE MAY ALSO BE A !VWDIa. CIRCLE ,12D THICK APPROVED ASCOMPLYING'I 4THE• 2 tTi DETAIL 'G" SOUTH FLORIDA BUILDING CODE R Iq KEY HOLE WASHER DATE 22 / o sEP/APe 4P I `gam \ i /� _ _ �/ BY �✓li/�'' U �/ \� • PRODUCTC DLDMSION p arjro/ea n n I BUILDING CODE COMPLIANCE OFFICE V sgi,, HORIZONTAL BRACE STRAP PANELS MAY RUN CONTINUOUS BY WIDTH (11 "/ .�0f ACCEPTANCEN0,01-02_05.01 2 ',got HEADER AND SILL EITHER HORIZONTALLY OF VERTICALLY ROBERT" M NSOUR• PE ~" 4 EXPLODED ASSEMBLY EB-0006024 S MIT YJISIIIECVIIID,rvc •T • A N C H 0 ••R SCHEDULE • ' 03RMiIOII.; • Ul /20/98 sP 0G/12/98 SSPP ANCHOR SPACING vs DESIGN PRESSURE • NOTES: 08/14/98 SP 59.6 PSF 71.5 PSF AND CONNECTION TYPE 12/15/00 SP MAID COr¢5ut co.CRtaelacH PowEoco„c.e,, carcRETEeloCM SPANS AND LOADS SHOWN IN THIS SCHEDULE 01/17/01 SP CorweuaN Iwe comlec uoH twe CONNED..Pen ANCHOR TYRE IANCI C.D. . B C D t A 8 c D E A 8 - _ Cowie Dom me ARE FOR DETERMINNG ANCHOR SPACING ONLY. 3 16 13 11 13 13 116 13 13 , 13 113 16 113 ! 9'.r 13 113 16 ' 13 1 11 113 113 FOR ALLOWABLE SPANS VS.DESIGN LOADS Il� 1 1 .m11 13 Er SR.n Z 16 13 9 13 13 I 16 13 10 13 i] 16 : 13 t 7 ' 13 13 16 13 9 13 13 REFER TO SHEET 4. IIA• 16 13 7 13 13 16 13 B 13 13 16 :13: 8 . 13 13 16 13 7 13 13 tl/•Sl[tV[ANCHOR or 3p1n r16 13 8 13 13 116 1] 10 13 1J 16 8 i 7 12 1] I6 '9 8 12 17 MINIMUM EN@EDMENT ANO LOGE DISTANCE EXCLUDES I6 13 7 i] 13 h6 I1 B 1] 13 16 B STUCCO AND/OR WALL FIN15HE5. I tl1•MIN, EMOEDI.IENT 11/A• 16 13 5 13 13 16 13 6 13 13 15 : 7 6 10 12 16 7 7 11 12 3• 16 9 7 12 1J 15 : 5 9 10 15 7 5 9 11 I j 12 13 I Ifi 9 8 5 6 7 6 5 S 7 7 8 SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT V/ • 10S•SP.n 2• 18 8 6 11 .12 II 16 8 7 11 12 14 : 5 : 5 : 6 5 14 t .9 : 6 t 6 : 5 ARE Nor ACCEPTABLE. Z I lie15 7 S 10 11 I 16 7 5 10 tl 12 : 4 / 1,6 5 12 i d 1 : 8 t 5 • 134•span I/ 11 5 6 '7 5 1 15 5 7 7 6 :; ;r!%isY.`:;',�j�N;Ih,iiiY.,`t1�1'F7.a!'4�`":��``� i�,:,R;�li!ar' �n47'', ��, coNuucrIT SHALL BE THE RESPONSI@ILITY OF THE 5 5 6 5 1 14 5 8 6 5 r�{1y,,7 T r r�4klyl tC�ti.I IIF��eP,°,s1E, S* r.�f ,('•.^.. THE STRUCTURE URE TO V/THT STAND HE UTHE A001�q(JAL 1114• 12 4 4 6 5 1 12 4 4 6 5 �1.r �'j9 IIROIVl1;�ll ,,,�,�kcliill Ektl,tl4alk` .%t,�1;?5, rtLr 1's LOADS AND INSURE PROPER ANCHORAGE, r 16 t] 10 13 13 i6 U B ] 17 16 13 i 8 13 . 1] 16 17 7 i U . 1J SHUTT f YSTEM AlAY,.BE INTSALL.INTO 14'000. r) {I� ..--. I 11 ..._-ee•-9p,n r 16 IS 7 ..ZONOR T OR SONRY,t vA• p 1] 15 1] 7 t] 13 16 U• 7 I] : U 13 13 B : 11 FS • MA px a1 111'SLEEVED DRIVE ANCHOR 11 I6 13 6 13 13 I 14 13 6 13 13 IS : 13 1 6 1 13 I 13 12 : 12 5 : 12 :12 • % C 1 3/e•MIN,EMBEDMENT te•SIAn 2• 16 i 13 A 13 13 11] 10 16 ; 13 13 15 7 t 6 10 11 11 15 5 7 : 8 'l I : i 16 12 6 13 13 112 9 5 12 12 13 8 5 9 10 10 5 4 6 i 7 V 1 t!/• 14 : 11 5 13 13 1 11 8 4 11 11 12 6�; ! A 9 9 4 4 6 6 Q' R II ',' 3• 15 : 7 (� v " 6 10 11 11 5 5 7 B 13 4 8 6 5 93 4 d J los•span r 13 : 6 l/4•ZAMAC HAMMER DRIVE 1 IA' 12 : 6 4 9 10 10 4 14 7 7 10 4 : ! 5 4 7. 7 : 3 3 4 ' ] („ I]!e•MIN,EMBEDMENT 131'sp.n 2• 11 4 6 5 9 3 d d ] *,10.u`!•%t'YYry.F•F'",ir11''iI;S''v•`uN�^� ;D+?yl.3l','s"'t�,�-,plo..4 I ] s 4 B 3 4 4 3 1 It �e 111V 4.. 2gi2}L}520.11N 2iC�3t 5 .42/0-'I La 11/4• 10 4 �'4 rC5 kl I YJfI'� 2 5 4. 7 3 3 ! 3 i•i4PP'f'Z, rrAi M'"ir k:d.r`,�`llakl^�;'+Ptantra€A 3. 18 13 13 13 13 16 13 9 13 13 18 : 13 13 : 13 13 16 13 7 13 13 • VARIOUS HEAD TYPES ee•5p.n '1 5 18 13 12 13 13 116 13 7 13 13 16 113 10 t 13 13 IS 13 6 13 13 ,titltl!ltltlt?tlt�!ttitttttlf�' • 3• 16 13 10 13 13 116 13 8 13 13 16 ; 13 B' 13 13• 14 13 5 • 12 13 u•Sp.. r18 13 12 13 13 16 12 7 13 13 16 11 10 13 13 13 6 6 9 10 Li I`T1L1�I1,3�1tlthltl!1!1i1t1QT� • 1 t.A• 1A 13 10 13 13 f4 11. 8 13 13 16 ;•f0_, 6 ' 13 I3 12 6 5 8 9 ,'Z,,116 13 B 13 13 13 10 5 13 13 IB 9 7 12 I] 11 5 4 7 B .-..1 r 16 11 10 .13 13 13 6 ' 6 i 9 i 10 16 7 8 ' 9 7 11 4 5 5 4 s ID4.441141..M.ltl� 105•Span x• 16 i 10 8 13 13 12 8 t 5 : 8 : 9 16 : 8 7 18 6 10 4 4 5 4 — I tN' 18 9 7 12 13 11 5 i 4 7 1/4.lirMM NNEM EMBEDMENT 131'Span 2• 16 7 8 9 7 11 4 5 5 4 ;{'1p,:r%�j�'�yi:P.��y;3ICNf 1'r'�!'Ni ullrr.�'SI L Fy;>11tCIL71Snf ii11YM:S 3 r• 444C.471 i 16 6 7 B 6 10 d 4 5 d 2;• �P R, tt> � `i'°+;f61 • I lie 16 6 8 7 6. B 3 3 4•: 3 11:..:P.Ilulu?lf.lfr010 1.e.,!;Ib1:410,!la "0.5.'5k i! ��!Jhh �",o'�•i!trtr .�_ a. 16 13 13 13 13 16 13 : 9 113 I 13 16 ; 13 i 13 t 13 113 16 I13 i 8 I ee•sp.n 2.5• 13 I 13 15' 13 13 13 t] 16 13 : A : 13 : 13 16 : 13 : 11 : 13 : 13 16 : 13 : A 13 : 13 • 3 3• 16 13 11 13 13 16 13 i 6 i 13 i 13 16 'i 13 I 9 i 13 i'13 114 : 13 i 5 • 13 : 13 N ] ^16 13 13 13 13 16 12 7 : 13 : 13 16 : 13 11 : 13 : 13 13 : 6 : 8C24/4.20.7/1•,172•DIR. 'EAR.. 3.3• ' 16 13 11 13 13 14 11 6 i 13 :•13 16 i I9 10 MACHINE SCREW ANCHOR 2• ' 16 13 9 1� I 9 : 13 : 13 12 : 6 5 7 9 n 13 13 6 : 5 : 13 ' 130 16 : 1B 9 i 13 : 9 11 I 5 4 ^ 71e•MIN.EMBEDMENT 7' 16 13 11 13 13 13 6 6 9 10 16 B7 8 a 105•Sp.n 3.5• 16 12 9 13 13 12 6 5 A A 9 i 11 I 9 11 4 5 5 4 • 0it. 2• 16 A 7 I 10 ; 6 9 I 4 4 5 4 4':11 n 16 it 7 13 13 11 5 4 7 B 16 8 A 7 1..N 0 r 16 i B 9 11 9 11 4 5 S. ! F,t lr; : tL,, R"{•:r'tl ] 7 4 J • pp 40,a 134•S J V`;h i.o.k P'y 11 4i,' I• 3� 16 e 7 to a 10 4 E u•,�uu�„'i.}hvk�•I,;. p�;��'.1 t G1r;4.y1t�a• d<l•'1'`l' +:6 "I 1 M4 6 4 5 1 �h 4 •l:t'I�ll.1�"l�Ic.i�1�" I; � a1 �pI +16 . 7 g 7 .•rcal,1 A,V 3 36 [:3� V III N 9 3 ] d 3 _;F !:!t,„fi;^t:l�t.°!IS.:Y:;ly:,l:}t$hJ I Q 7 ' id ''! t.. nnl..r1lir'L\3tP,?;1:_ %I • V �.66 APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE "' (1,4694 DATED3 ZZ Z 1 pSEp�ln6 BY/J/ ,�J/ PRODUCT TROLDIVISIONOsNDB ' I (�V/ 171 BUILDING CODE COMPLIANCE OFFICEiACCEPTANCENO.O1-'020 "Of ? 9:°,0l ROB S. MONSOUR, PE 0 5 EB-0006024 PAW ENGINEEIBIG,nCO3 ' r ANCHOR SCHED L E • y D ;10(I6 pY . ■ tlalcfii;iii,• • OI /1c/98 sP ' ANCHOR SPACING vs DESIGN PRESSURE 81.5 PSF 91.4 PSF NOTES: 08/I4/98,P AND CONNECTION TYPE ',DANCo.c.E,l [CNCRFEt'Leo ms .aDcomcan( CONCREIEeLOCR 01/17/UI sP CWmEU10.11,e CMUQCI.IIN•E C0,04C,1O.inE COMIECIq,11Y1•f SPANS AND LOADS SHOWN IN THIS SCHEDULE _ ANCNDR TYPE PANNE C.O. A l e I c I o I e A I e I c I o I a A l e I,c I o I e A l e I c I D I E ARE FOR DETERMINING ANCHOR SPACING ONLY. •_ 3• 16 13 B • 13 13 16 13 ' 9 13 13 16 • 9 • 9 12 13 16 9 9 12 13 FOR ALLOWABLE SPANS VS.DESIGN LOADS Y� I I +`ID 1 60•s99n 2' 16 12 : 6 I 13 : 13 16 12 : 7 13 13 16 t 8 t 7 11 13 16 9 7 11 13 REFER TO SHEET 4. __ t 1 1 r4' 16 : 11 : 5 17• 13 16 1`�: 6 13' 13 .15 : 7 : 5 10 : 11 15 7 6 10 71 • ]• 16 6 6 8 7 16 6 i 7 6 7 14 5 5 6 lle•SLEEVE ANCHOR ee•SDEn 3' 14 ' 5 : 5 7 ' 6 14 6 : 5 14 5 6 6 5 MINIMUM EN/AND/OR W.4 AND EDGE DISTANCE EXCLUDES 1 WV MIN.EMBEDMENT 11le' 13 : S : 4 9 : 5 1 ! 6 7• 5 13 : 4 : 4 5 : 4 13 4 5 5 4 STUCCO WALL FINISHES. 1J 5 5 6 5 11 1 4 5 4 11 4 4 5 4 r ;a7::,lif�:fli"k i?;�-r_.'tr;lk l'v"i%<�.}�:4:{;'viY.S=s sii}4u��S; n•Iic'gn:=; cri:;'h tin+vg:pnq.,{,:,,;:;,,,i4 y�...!iq .,,,�,. °e•:•�:i:•._y,F O ,�.�.z Ftt ..lc R1Us.. E t:l' 'rE` ';finl'. Ir .It:ill! ,A:414 Vi'EF-„'I'`f``;' ,I�_I / ' 105'fDsn 7' :;•j'Ijli;II;;1:.i.;4'::i!ir )?),]IFp*•:1+,>;�vc"larl,l s�rZ 1�Q"<T 1y,lyr•l}1{l'Jf'tptJ;'E �l 4ii'�: �'J. El.cJ3 'yZh V e EI;y�,•rc,II,:':;1 '?i2 J A,I:ILT.!k'';f'"i�t Atf c!..ff& 7STI•ilipir'JliNk04.[Niv:_r,ki!krAlf? . DEO AR A RYr"",'f � I+ :SQS' T e:Ja•a., �}fJ,,y+ ,•I•..4'• IrV, r to �,,, A SHA C S fFRft£NT ANCHOR COEDIT/1 IIe' :Tjntl,: 'I'ieSl�!i y,AS' nl l•r"y,LY. •.d'°�"'r"'";Gq RMT-'P 7' 's�. ,EI I,'I ,Yrfiiiil.Ik:ul i,.xE Iifsu.i AA, CCfFTA ONS TI{.AT L,, [NOT A Z i.y _. L I Ik4 r iGr� ��!�1,FFS� w Fe-�",,�'1fh'A"�4 P-tEs':.(,i51_chrGP ' �' ��'d�f"ry�'�"4�+1��Nn�is� B(C.r ELR4:1:14u3''s17'S 7/til]A,rl,-W,, RIKE. rsf�ts's a ,i�'J'L 'M'Mari f •i I T it t s 1 �-- • t 2e•f]en 2• ¢r 'L?'�1�' {+y r'' d S�• 4 per D '� ''','' ; I •., 1'� 'uQ,�'�f 4F dr 41,�,.. ,'`},fk IT SHALL SE THE RESPONSIBILITY OF THE ' 11'�Gw:I AVI Ii,�]IaF „t�ftl .',9TI-ON"3A-FIdt pig,i14 4,4.4,"1F�11 47111II 4,1:�'kgg11 L�I+,tiRl"C7 rg0,, CONTRACTOR, TO VERIFY THE SOUNDNESS OF M {`I tie' , 0° 1% !,3 I;E1,V..L rrh, 1,M.•s0 J7' L„,II 10 I III *AL r I'* Pt" iii THE STRUCTURE TO WITH STAND TY.' A 1Tlo N4 ] Ir ]I � �yl LOADS AND INSURE PROPER ANCHORAGE. D C f6 11 : 7 13 : 13 13 B : 6 : 12 1 13 15 7 7 7 : 1D 12 11 5 6 7 9 f E y,I•e III l 6e•tom T 15 10 ; 6 13 : 13 11 7 5 : 11 : 11 13 6 6 ' B 0 10 5 j 6 7 : 8 SHUTTER SYSTEM ON 6E INTSACL WO WOOD, (I) V� ki R =-L ! I IIJ•• 14 9 : 5 13 i 13 10 6 : 4 : 1 : t CONCRETE OP. MASONRY. (I) r 9 : 4 12 6 4 B •9 9 4 : 4 : 6 : ! Ii'II<'SLEEVED DRIVE ANCHOR ]• 13 5 6 7 6 10 4 4 !I'.n��,.�•-y 1 311•MIN,EMBEDMENT IP'SRM r 12 4 : 5 6 t 5 i 4 12 :•4 : 5 : 5 4 9 ^4Et! 4 E 4 3 Z S 5 9 3 4 . 4 : 4 • 10 . 3 • 4 4 3 8 II 7' t 1N• 10 a 4 5 : a 8 3 h' 3 3 i V J 3 4 3 9 : J J : d { �I �� 3 :h,Ii Zl%��;:vrr'1�'I}til��U'3u�'-,�':hiLi'''�u vI�L'yi; Fs'ySFN1ii� I�9'i.4 "I�yl;�v,� �,I:i,�pP.�r.1.il,.. •:dllT+ {.1 vy.A: .r 111 n1v" $ \I toy'SREn x• j gY111��IS�II'�'I.'Vd;��k`7 51: Nh$:p, 1w15, J„N.fS'v„N�}riY.ytr.S fp}�ff 110y C,Ib l�ltii u�y,�. j��J;ty�'.5N P`YI-:Y,' V } W-V „ • II1'5AMAC NAMMER DRIVE 1 2.E. UI 'I IIYI1`I�gi ALi� J •`n tlL.�..C7rJlllr'�'tFi].�.IV d l��ilupf1' �Y 34. f'�u�'lv L �•, „,1 .L. 14.1 1 $', wl 1r e9 ��I c v x �1 �S .s1 L t �, u:. 1•f.i �t;P 1 I i ar +. N,. I iii ;h i,we {-0 § vs��'__"' FA 0. (r 131e'MIN,EMBEDMENT J' )1�Ir7�Iy,�.g� ER'•'1''"EJ 7r*4;�1�`!''SI,IyJ�-1e-s f 41 I 11 II1 I,�!��i.h:n}Mj'X�i. IP • t2e•a.in r 9 r tl e' it �� , �e '"t'. „ C3,,p lie , ,, N ,, .�Np� fT„ ':ke irL :�r A . z C. 31R1. 4FJ a` � I,I RYA 1) tpt r i4 o r, 11I.• J'ea! EF,:�'cEt•!.:g4:,q, l,,,I,11,`�s'021;is�, ;.."..4inti'ra14;01i �,r;7••;Ets�1;712`�e 1!ritE ^ Fr''•1 3ART• m.?E,,!,ME,' f-.Wtgii • 3• 16 13 ' 11 : 13 13 15 10 7 • 13 13 16 : 11 : 10 13 ; 13 14 i 7 6 9 11 r VARIOUS HEAD TYPES 6e'SR.n 111E• 16 13 : 9' 1 13 13 14 9 5 13 13'• 16 ID'•-:'B 13 : 13 12 : 6 6 8 9 • 16 13 : 7 13 13 12 8 4 11 12 16 ' 9 ' 7 12 ' 13 11 : 5 4 . 7 e.1.raI1141L1L4•11ILI 1.11--. 3• 16 B 1 9 10 9 1 12 4 5 6 5 16 6 8 B : 6 11 i 3 5 5 i J ee•SR7. r ' �ih1"6lifial?IIQLILILI VP=- 11J4• 16 6 : 6 8 7 L 19 4 3 : 5 : 4 16 : 5 i 5 6 5 8 ' 3 4 ' 3 L711 ]• •'I:!P 't51i"I I:'IM I'�6 I �.tl�'r $�l ti.'L A p >J 1 15 5 6 5 B ? J 3 4 ( 3 '7�, %lJA Y,l;,ht}4E«� f"v1..�J �,,Jrl� dl iWU!'N lJLk` 2 dI. ,1,riSrt tI11;,tiK;4"AY4{:III. y.l;�l,.aiti1l'' : 45' - jIl1QLIl1TIQCSQLt 05'SO En 3• :I Ir.YC C 14 lg t t1 I,� I{.0 VIR C.J,A4, 4 4,..Ji i.c. lVC V `'p'Yt� 4t r W `t•4_t'e u d'i} >;,' ! R` .�C akk j M r" ti f"t'`' ly I �' F' ,9 t tV � n E�.t AE i 1.. n9 �' �; '�t tIe• ;I.�i r7'yF. r�9 }'i�l ,.�yfi4Y s,-r�r7. >Jft"} �;�7b�tr y'bpt> �)�el.G�'urF�'V` 1"�;•�.��,.f '��;I� •i "c�1' '�� .7. 1r. M {l 1".A•dl ' 15;..li �'.J:'!^'"Il012!' 1 u m fi Y'a d AiR. RC N,� ', iF'4Ml'�•I �tSr. IIL;'tti'iy r �'J�,It. `� d'� MASONRY SCREWS r #3!)ii%°;j•Jfr�i:�+,`!�6' �'TII''1, `A'1•:d?.l'�ih' ';1LI�u�i"VI;C�Ni H ti A"•'l frlUt5�l5H .i 4,1; ��.Jy, _. :�r!e v,I 1 1/x'MIN.EMBEDMENT Ite'eRln 3' iitiWp 11 � ,: iflV j SJe +Fu`fh3� <.'I ,•i• L hlti. yj -W 3 1;3E:t J) I' , va E . E El h' Y h. R FpR Fi�eY 1 if, y}�oM liisi-c IMl' `'�+',SiJ' 13161y+t pia+ �yt'`.e."''�s_:.bijtl�.`M'i•�3,V.^i.e'�"�'s {"Dl�• i7:1?, *2�e�}} �ll�ee(�T� � 'a i•N!�^f�f tfk .9'.I I y! My 4.+{ Ilnt IJ!%L Mi, IV',., ��:A;i�E4 4 3 U 16 13 : 12 : 13 i 13 15 : 10 : 7 13 13 16 13 ' 11 : 13 : 13 14 7 : 6 9 : 11 J '� 96•944A 8•9• 16 13 : 10 13 : 13 14 : 9 : 6 13 13 16 12 B : 13 : 13 12 6 : 5 B : 9 ¢ ,� 16 13 : 8 13 t 13 12 : 8 ! 5 11 12 16 11 7 : 13 : 13 11 5 i 4 7 I 9 FI 3' 16 9 ' 9 13 : 11 12 : 4 : 5 6 5 1r�xo,Ae•,flx•Du. U.6R3n ts• : 16 7, 8 10 7 11 3 5 S : 7 16 8 . 6 11 : 9 11 : 4 : 4 5 .4 16 7 7 • 9 . 6 8 3 , 4 a , 3 ��6; MACHINE SCREW ANCHOR 2', 16 e : 6 10 8 9 ' 1 : d Ile'MIN.EMBEDMENT ]' t .'.•I�'FF«-+':`I f��,e11 t'HJ'� 5 i Li<`.- t" v,l 4 16 6 5 •.B : 6 B 3' , 4 3 s%e ri511 4 f S'XT�.J7f l'tj''� 'I'3�u1i'�l'�iF4'IECI511F U1+ E'�,.•^A'h r''.y' � � r 7.� E!��YJF I i 115r • .•',ll r. tos'SREn 1.6' Iry a c� 'i to q c•rk• #' 'ji-Id.i'l,004 •-. +rl va pv"rtk�.. 9•' n s L:G�a JJv 5y it i8 i �ttY 'L[,e 1A`r V n .1 I 0� k h 1 P11 �f4•9 ,. ip n ,„ 3 ;Il e� i��i�Ip3�s��'"'��F S,�,Jl�Eb°sfiv..�1`��'9M1sp L a 1 Iv':t IkW.' l c„ 'i �,1 aE,�yypf"Rgµ` Rea r i, r.4. � �ill m 12e•SRI" U. /aly'rI Y1 I fg �t1�N i?ttrig] vt 3.E�.'1 ,2E 1'14�C�i+'� i'i'" Y. ��pjs"i ,." tT .! I E'',, a, xye JnftY . i r e� ii rr ° A, �' t Q, 2' S J I,.341til?.?Wi I i7`a a I�"IA;:MT.. .,AI>�TT,6n? '11!I� ,1�5';'aili`h" :c.;'. � 41,E J.?�.s i_ k. w 1 2 / APPRO FLORIDADAS COMPLYING WITH THE 4 .._ • (-/•`,'�.' SOUTH F BUILDING CODE p •SCR/J-.-,. I n, DATE 3 Z C3 It Pip 1t' /q BY .��./`i O of/r1Ns / I i ff/�/� PRODUCT OL DIVISION �U 51fOWN I • 41 J' lllllllJ BUILDING CODE COMPLIANCE OFFICE 2 9Mnnr • ROBERT S. MONSOUR, PE ACCEPTANCE NOD I-02(25-.61 CE EB-0006024 m E4YIS ENOINEEEING,RIC. 7 .R, • . A N C H 0 R S C H E .D U L E . VCN7nY1 n, WOOD APPLICATIONS 111/17!ll l• ,f• UP TO 59.5 PSF _— UP TO 71.5 PEP UP TO 61.5 PSF ____ UP TO 91.4 PEP CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE _ _ ANCHOR TYPE i CIA. SPAN A I 0 C I 0' E A B C I D I E A 8 C�O I(•((�(,r(II 6e'SPAN A I B I C I D I E — I�\1\a\•V\,�}�VIJI 14 1 J 5 1 J 1 J 12 12 5 12• 12 10 7 4 10 10 9 4 4 8 7 BRASS WOOD BUSHING 114.20 ee'SPAN 11 g 4 11 11 9 4 3 6 7 8 3 3 4 3 7 F,4_, 3 3 • 105'SpA71 ' 9 4 4 6 7 8 3 3 4 3 T1•i, atimi it%y1'%i4j gs.ir i z:-4Y;[Y'0F;j h� f r .. I'MIN.PENETRATION 124'SPAN 8 3 3 4 � `�'�'� " eta^ $7, ;,'�1.•4 rx�u}:i+'�+� '�{ ' Sj'� 7( _ t q 1+,� 3 t n 4,�»1 2 014 t-1 0IS rT^,.acr;l.ylw a 0 a,2 t14;11 .Al?L J11111tt11t1ltl�lllgll 6r SPAN 16 13 8 13 , 13 15 13 6 13 13 14 9 6 1J 13 12 6 5 8 9 11 V tiv ee'SPAN 14 11 5 13 13 12 6 5 8 9 10 4 • 4 5 4 9 3 4 4 J WOOD LAGS 105'SPAN 12 6 8 9. 10 4 4 5 4 F L� .o-I w,p°" , .A "a��yp"F e�n,�.-#; 1•MINIMUM TREAD PENETRATION 124'SPAN 5'�" �i ij~ Uj 10 4 3 • 5 4 1..r. 1,,T'�'`-Y .:::: °P?LR+p,rrA9r14,. 1.4 .•.•, �{ � • S''''>'-, �'".•� M x:..al' re.§7 Y' 'ii•�2•a...L•2 r. ' 1 I �. `V' rn'.'# �1111111111111111111111 68'SPAN 18 13 10 13 13 16 • 13 8 , 13 13 16 10 7 13 13 14 7� 11 5/16• be•SPAN 18 L13 _ 7 13 13 14 7 6 9 WOOD LAGS 105'SPAN 10 c1112 5 �5^ 6 5 11 4 5 • 5 3 r, • ('MINIMUM TREAD PENETRATION 124'SPAN •14 7 8 _ 9. _ 10 12 4 5 6 4 1':4.,jt3 74Jh'TUFWIIL' TAT ,�.y y. .f S +•I V 24'SP N 12 4 5 6 4 S F'�,...„31 R�Ill�.iTI .*1./44,TV6eki:630,dT �t all t .,i ' VA"C1;*07 u7�',k �111111I111111111111111# -' ,16 13 11 13 13„ 16 .1,,.13 9 13 13 16 12 8 13 13 16 8 7. I 11 13 3/8' SS'SPAN 16 , 13 9 13 13 16 8 7 10 12 14 5 6 I 7 6 13 4 6 • 6 4 - I. -(HOOD-LAGS ..105_SPAN S t +n• T 1' '' velL GCU ') ,6 1 I MINIMUM TREAD PENETRATION 124'SPAN 13_• g fi_'' 6 5 4�2 i'gvrPl..rri ly'1'b,�+,T+ ,A ii�� Tj �jl l�f� *i Fa �prt'''t Cr� k 1 1FT 1 PENETRATION ATI ,his..x aM 6 11 rhE �.r ,a'�:N -• wl. �11)11>)1111YIV}llil}IH•r 6a•SPAN 16 13 12 1J 13 16 Ty1 ._ r 1 I Vv.; -"]u. I f 7/16 ee'SPAN 18 I_13 ,...1.2 .9 ,,,13 13 16 . 6 8 . 113 16 • 6 1] 13 14 • 5 8 • 5 4 w I! WOOD LAGS 105'SPAN _ I_ • "`_" "' + 7 8 7 i I g • a 8 16 9 I, 8,,,,r 12 13 15 j 5 7 7 8 '^`•>? } /A ' .r 1•MINIMUM TREAD PENETRATION 124'SPAN 15 , 5 : 7 r 7 6 1xd "�":,cACIy We73nMrv'•r1T'y`ft,10ii A.,lL_.,•1il �L�•d1�e1 ,z IL ,.6x,'32,. aJ 1' + ��111�111�1�1�111711� 6e'SPAN 16 1 13,J•8 ....13 .1..13.. 15 J. 13 . 6 .413 13_.,14 9 6 • 13 • 13 `12 • 6 ' S _ 6 : 9 _ U4' se'SPAN 14 : 11 8 • 13 ....Al 12 1 8 5 8 9 10 • 4 4 • 5 4 9 3 a 4 • 3 114'ELCO PANEL MATES 105'SPAN ' •" •_' :x 12 16 5 8 9 10 14 4 5 4 51,�� + 17 7H i� ..�...... .,..........._..... A �. �, �' fi�,n. 1 7!8'MIN.THREAD PENETRATION 124'SPAN 10 I 4 I•"__ •• ^^•^r,"x• axr P�'7{'' Y`q'�4,1� ' iN{ • ^�c`'t ;9 F • 3 • 5 4 .a .,, . ,ry S 3 1 1 4 4ti Y .. J� ?'III�IIILI�I�I�I�F�®' 68'SPAN 18 1 17 I 8 13 13 15 I 13 6 13 ' 13y 4 P 9 � g1i 13r 1V A 4 A r 5 Tbs+t'i;p,g • I/4' e5'SPAN 14 • 11 . 6 : 13 +.•13 12 f 5 1 5 8 9 10 4 4 5 4 12 6 • g 1/4'ELCO PANEL MATES 105'SPAN 12 I..g T...5 . 8 • 9 10 4 4 5 • 4 r"firr•R i ii rg^"` 7 "7r "4 3 I ./717.Y 4 3 17/e'MIN,THREAD PENETRATION 12/'SPAN •_"W '_'""_ - 10 I q 3 5 4 'B'.'"1.2�F~' -Z ='*n.- I r ,M X'1 at¢{I/4 akr;'' .q 4 �� MIN.THSHEADTYPES 68'SPAN "7 J h I dpl.-mil .,,yr:1 e,1 7^*"'rd3 E1 IP.R� 2 ra.ii!4'x air 18 13 8, •..9. i 9... .1.1...1....9. 8 13 13 14 9 8 13 13 12, 6 5 grN Y g .1.1[4.1.11)Ill�t1l�ltlIW.I)Z�B I/4' ee•SPAN 14 11_ 8 13 I"..13 12 6 5 8 9 '1$0'� 4 4 5 4 9 3 I 4 •• 4 3 .+�• • 11P MASONRY SCREWS 105'SPAN 12 i 8 ' .5• ...4.-I" "48 7.9`• 10 1 4 I 4 5 4 1N q�r�'+•'` ,�1 T" ^2ryg �• 11/8'MIN.THREAD PENETRATION 124'SPAN_• •��— .�•'._...i'""""""S •iw�y na. m ip.T •/p e -1r`..,i;j` ��'� .C; �4'�°{.1(1iC',t', ',[y�y.+ 10 4 , 3 . 5 4 ,r .ttx•. .1fd•;.�,.,.r o-r,:A,.M''ai ...,:,:.f.k 4^'1.. L•�, y,f+1 •-1 .. .W �+-^ x'"cv.s�1,�4. Ir wJ-t t�l"t wy�i�iu�};4t6te.�;�•�:Li P 0-7 u • NOTES; _ N • SPANS AND LOADS SHOWN IN THIS SCHEDULE W . ARE FOR DETERMINING ANCHOR SPACING ONLY. FOR ALLOWABLE SPANS VS. DESIGN LOADS REFER TO SHEET 4, faa WHEN ANCHORING TO WOOD. THE WOOD MUST BE • Z•� 119 n A MINIMUM 2 X'4 EQUAL TO 12 SOUTHERN PINE �: m 0.55 SPECIFIC GRAVITY AND STRUCTURALLY PART OF THE FRAMING STRUCTURE • I Iy ,�d�� d OR SUCURELY ATTACHED TO FRAMING STRUCTURE V 4i°°771• rj / SHADED AREAS REPRESENT ANCHOR CONDITIONS THAT / APPROVED AS COMPLYING WITH THE _ ARE NOT ACCEPTABLE. bb'' ',l-/1- — SOUTH FLORIDA BUILDING CODE SCP/JRB!R9/IT SHALL SE TNE'RESPONS/BI(gY OF THE 411 01VBATE1 227CONTRACTOR TO VERIFY 7Hf SOUNDNESS OF �//,rl,l BY AIIr� I-'/l ��• Q oiiln/91 THE STRUCTURE TO WITH STAND THE AOD/T/ONA( Q/61 PRODUCT C ROL DIVISION ;lioiinv LOADS AND INSURE Y PROPER ANCHORAGE. I GIGGGIlI BUILDING U serol SHUTTER SYSTEM MAY BE/NTSALL INTO WOOD, 2 CONCRETE OR MASONRY. ROBER S. hfONSOUR, PE ACCEPTANCE NO.01^CZUS.(11 9 7 EB-0006024 m 16111 FJIGIIIEEPIIIG,P/C ' • 6 U[1AAY6UCH -- _ ' 00.RAY BFACH HISTORIC PPRESERVATION BOARD 1 I I 1 MEMORANDUM STAFF REPORT I 1993 2001 1993 2W1 Agent: Perez Architects, Inc. Project Name: Tapas Project Location: 8 East Atlantic Avenue ITEM BEFORE THE BOARD The item before the Board is approval of a Certificate of Appropriateness and associated Class I site plan modification for elevation changes at 8 East Atlantic Avenue, Tapas, pursuant to LDR Section 2.4.6(J). BACKGROUND The subject property is comprised of .22 acres described as the west 26' of Lot 4 (Less the south 14') and Lot 5, Block 69. The property is zoned OSSHAD (Old School Square Historic Arts District) and is considered a contributing property in the Old School Square Historic District. The property contains a two-story Masonry Vernacular commercial building constructed in 1950. The first floor contains 2,580 sq. ft. of retail space while the second floor contains a 309 sq. ft. efficiency apartment. During its meeting of August 6, 2003, the Board reviewed and approved a Class Ill site plan modification for the conversion of the first floor from retail to restaurant (while retaining the residential components). The conversion is presently in progress. The applicant is now before the Board for review of a COA and associated Class I site plan modification for elevations changes. PROJECT DESCRIPTION The project proposal involves the replacement of the existing paired storefront doors and fixed, storefront windows with new bi-fold and storefront doors with transom. The new fenestration will consist of white, aluminum frame bi-fold doors to the left of the entry door and new white, aluminum paired entry doors to replace those currently found on the front façade. The proposed triplet bi-fold doors will measure 9.5' wide by 7.5' long respectively while the proposed paired, storefront doors will measure 6' wide by 7.5' long. The project also includes the elimination of the fixed windows on the west elevation as approved with the Class Ill conversion. Meeting Date: January 7, 2004 Agenda Item: 11.E. 8 East Atlantic Avenue v Tapas-OSSHAD Page 2 REVIEW BY OTHERS Community Redevelopment Agency (CRA) Thuy Shutt, Urban Designer for the CRA, reviewed the project on December 29, 2003 supported the project as proposed. ANALYSIS` LDR Section 4.5.1(E)(8)(g) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. The guidelines are as follows: The Board Shall Consider: (E)(4) 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. (E)(8) All improvements to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility shall be determined in terms of the following criteria: (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and in direct relationship to the width of the building and to the height of the front elevation of other adjacent or adjoining buildings within a historic district. (c) Proportion of Openings (Windows and Doors): The openings of any building within a historic district shall be visually compatible with the openings exemplified by the prevailing historic architectural styles within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings within the district shall be visually compatible. (f) Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with the prevalent architectural styles of entrances and porch projections on historic sites, buildings, and structures within a historic district. (g) Relationship of Materials, Texture, and Color: The relationship of materials, texture, and color of the facade of a building shall be visually compatible with the predominant materials used in the historic sites, buildings, and structures within a historic district. 8 East Atlantic Avenue Tapas-OSSHAD Page 3 Secretary of the Interior's Standards for Rehabilitation 1. A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. 2. The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. Storefronts The Rehabilitation Standards recommend identifying, retaining, and preserving storefronts-and their functional and decorative features-that are important in defining the overall historic character of the building such as display windows, signs, doors, transoms, kick plates, corner posts, and entablatures. The removal of inappropriate, non-historic cladding, false mansard roofs, and other alterations can help reveal the historic character of a storefront. The Standards do not recommend removing or radically changing storefronts-and their features-which are important in defining the overall historic character of a building so that, as a result, the character is diminished and changing the location of the storefront's main entrance. Conclusion The current building has maintained its original fenestration (openings) pattern and its storefront appearance. Any future alterations should therefore be reversible and should not negatively impact or irreparably change the envelope of the building. Conversion of the existing storefront windows and doors to white aluminum bi-fold and storefront doors will retain the look of the original building as the existing windows cover the majority of the front façade. Retention of this fenestration pattern compliments the surrounding historic commercial buildings. In addition, as guided by the Secretary of the Interior's Standards for Rehabilitation, a new use proposed for a historic building should require only minimal changes and should not require any major alteration to character defining features. As the building displays minimal ornamentation as it was originally designed, the character defining features of the building include the orientation, location, and fenestration pattern also known as its pattern of solids to voids. This can be accomplished with the proposed fenestration. Regarding the removal of the proposed windows on the west elevation, the elimination of the windows can be supported based on the fact that the applicant is retaining the original façade. Based on this analysis, positive findings can be made regarding the proposed elevation changes with respect to LDR Sections 4.5.1(E)(4), (E)(8)(b), (c), (f), (g), (i), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. 8 East Atlantic Avenue Tapas-OSSHAD Page 4 ALTERNATIVE ACTIONS A. Continue with direction. B. Approve the COA and associated Class I site plan modification for 8 East Atlantic Avenue, Tapas based upon positive findings with respect to LDR Sections 4.5.1(E)(4) and 4.5.1(E)(8)(b),(c),(f),(g), and (i), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to conditions. C. Deny the COA and associated Class I site plan modification for 8 East Atlantic Avenue, Tapas with the basis stated. RECOMMENDATION . . Approve the Certificate of Appropriateness associated with a Class I site plan modification for elevation changes to 8 East Atlantic Avenue, Tapas based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(b),(c),(f),(g), and (i), the Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. Attachments: Elevations, Photo Report Prepared by:Wendy Shay, Historic Preservation Planner • f } X tS3: by i4 ,'e„ '.. er'' . �'' 4 74 ti } ''�. ;,!y. !it'd,`'. r•. , .{jam . tj _.. 3�4 .. g." .' r!".7 lF ' `yy T iYS ��a 1. •r } Nt� •i'4Y� W • J 4.. . psps Y J,�Y- S ''. ,� a y l'` Dt' • ' i• - t K ' v.,f r .y "16 t '' bd 4j. < r ! i, �.a fir' «. i _ • k • _ w .fie fir. oi e 8 East Atlantic Avenue (north elevation) ' ..,.An' .• �. . F:. ,,,,, ,... .._. : _.,:„. :.,_ .44v..„mitzw. 4 r‘ , . 43 , . , , ..... .. 4 .; '• .. ..,. ,. i: ..,, . , , . .,.,. . .. _. ... :_ ....,,......_Jil e.,�„war - 55I ��. i CAS L ,. _ • rLoaro p ! 4 •3 • j. _DAtYii t ,. • f Front facade VIJVI/ LVV4 10 . 01 mAA J0IL1041JJ UlIY 7I I IUDrI Y 41UUd/UU4 I FORM 8B MEMORANDUM OF VOTING CONFLICT FOR COUNTY, MUNICIPAL, AND OTHER LOCAL PUBLIC OFFICERS ,_...,T NAME—FIRST NAME—MIDDLE NAME NAME OF SOAR°.COUNCIL COMMISSION,AUTHORITY.OR COMMITTEE Z-4ZUA, ' "P WCiSCC7 RIS-10IZ(C.-- 1��u,6,;n0•4 may] MAILING ADDRESS -{ THE BOARD,COUNCIL COMMISSION,AUTHORITY OR COMMITTEE ON 3 N1W.O ,�-{h --�y�O e 1 WHICH I SERVE IS A UNIT OF: CITY 1 S COUNTY ''C� CI COUNTY O OTHER LOCAL AGENCY — I �� NAME OF POLITICAL SUBDIVISION! � C. ITt( U" lrtZf g A` EclLl-l- DATE ON WHICH VCTE OCCURRED r� MY POSITION IS: _ Ol—01 • °-/ Q ELECTIVE. APPOINTIVE WHO MUST FiLE FORM 8B This form is for use by any person serving at the county,city, or other local level of government on an appointed or elected board, council, commission, authority, or committee. It applies equally to members of advisory and non-advisory bodies who are presented with a voting conflict of interest under Section 112.3143, Florida Statute:, Your responsibilities under the law when faced with voting on a measure In which you have a conflict of interest will vary greatly depending on whether you hold an elective or appointive position. For this reason, please pay close attention to the instructions on this form before completing the reverse side and filing the form. INSTRUCTIONS FOR COMPLIANCE WITH SECTION 112.3143, FLORIDA STATUTES A person holding elective or appointive county, municipal, or other local public office MUST ABSTAIN from voting on a measure which res to his or her special private gain or loss. Each elected or aZpointed local officer also is prohibited from knowingly voting on a mea- e which inures to the special gain or loss of a principal (other than a government agency) by whom he or she is retained (including the a rent organization or subsidiary of a corporate principal by which he or she is retained); to the special private gain or loss of a relative; or to the special private gain or loss of a business associate. Commissioners of community redevelopment agencies under Sec. 163.358 or 163.357, F.S., and officers of independent special tax districts elected on a one-acre, one-vote basis are not prohibited from voting in that capacity. For purposes of this law, a -relative' includes only the officers father, mother, son, daughter, husband, wife, brother, sister, father-in-law, mother-in-law, son-in-law, and daughter-In-law, A 'business associate' means any person or entity engaged in or carrying on a business enterprise with the officer as a partner,joint venturer, =owner of property, or corporate shareholder(where the shares of the corporation are not listed on any national or regional stock exchange). ELECTED OFFICERS: In addition to abstaining from voting in the situations described above,you must disclose the conflict: PRIOR TO THE VOTE BEING TAKEN by publicly stating to the assembly the nature of your interest in the measure on which you are abstaining from voting; and WITHIN 15 DAYS AFTER THE VOTE OCCURS by completing and filing this form with the person responsible for recording the min- utes of the meeting,who should incorporate the Form in the minutes. APPOINTED OFFICERS: Although you must abstain from voting in the situations described above. you otherwise may participate in these matters. However, you must disclose the nature of the conflict before making any attempt to influence the decision, whether orally or in writing and whether made by you or at your direction. IF YOU INTEND TO MAKE ANY ATTEMPT TO INFLUENCE THE DECISION PRIOR TO THE MEETING AT WHICH THE VOTE WILL BE TAKEN: You must complete and file this form(before making any attempt to influence the decision)with the person responsible for recording the I minutes of the meeting,who will incorporate the form in the minutes. (Continued on other side) CE FORM 88-EFF, 1l2000 PAGE 1 01/0 7/2004 16 : 31 FAX 5612784/55 l;l I Y Al I UKNhY ICJ uU4/UU4 APPOINTED OFFICERS (continued) - A copy of the form must be provided immediately to the other members of the agency. - The form must be read publicly at the next meeting after the form is flied. IF YOU MAKE NO ATTEMPT TO INFLUENCE THE DECISION EXCEPT BY DISCUSSION AT THE MEETING: - You must disclose orally the nature of your conflict in the measure before participating. • You must complete the form and file it within 15 days after the vote occurs with the person responsible for recording the minutes of the meeting, who must incorporate the form in the minutes.A copy of the form must be provided immediately to the other members of the agency, and the form must be read publicly at the next meeting after the form is filed. DISCLOSURE OF LOCAL OFFICER'S INTEREST ,.\ANUAY 2ooy 07 �,4IGl5c o Ze7-ftZ�� , hereby disclose that on (a)A measure came or will come before my agency which(check one) inured to my special private gain or loss; • inured to the special gain or loss of my business associate, inured to the special gain or loss of my relative, inured to the special gain or loss of 0 ') u!��I�`��fi � , by whom I am retained;or inured to the special gain or loss of ,which is the parent organization or subsidiary of a principal which has retained me_ (b)The measure before my agency and the nature of my conflicting interest in the measure Is as follows' 1. A ( ?,G\per::u, T-6pAS -7 - 0 1 - O Date Filed Signature NOTICE: UNDER PROVISIONS OF FLORIDA STATUTES §112.317, A FAILURE TO MAKE ANY REQUIRED DISCLOSURE CONSTITUTES GROUNDS FOR AND MAY 8E PUNISHED BY ONE OR MORE OF THE FOLLOWING: IMPEACHMENT. REMOVAL OR SUSPENSION FROM OFFICE OR EMPLOYMENT, DEMOTION, REDUCTION IN SALARY, REPRIMAND, OR A CIVIL PENALTY NOT TO EXCEED $10,000. _ CE FORM BB-EFF. 12000 PAGE 2 U I;' vl ;' CV'J4 IO . J I f,"•!', JOIC1o41J7 Lll1' Yil iunriti IJUU.i/UU4 FORM 8E3 MEMORANDUM OF VOTING CONFLICT FOR COUNTY MUNICIPAL, AND OTHER LOCAL PUBLIC OFFICERS LAST NAME—FIRST NAME—MIODLE NAME NAME OF SOARO.COUNCIL C MMISSION,AUTHORITY.OR COMMITTEE t-I 1+1T Z MAILING ADDRESS THE BOARD.COUNCIL COMMISSION,AUTHORITY OR COMMITTEE ON WHICH I SERVE IS A UNIT OF: CITY COUNTY O CITY ❑COuNTY a OTHER LOCAL AGENCY J'',,11 t7�, (� NAME OF POUT1cAL SU6DIVISION: J trier Fj�`C� I CXvl\ ...aJc G {� y2 /•1 r r f\ r' f DATE ON w41ICM VOTE OCCURRED MT POSITION IS: I I —I ! C i 4 ELECTNE ❑ APPOINTIVE I - WHO MUST FILE FORM 8B This form is for use by any person serving at the county,city, or other local level of government on an appointed or elected board, council, commission, authority, or committee. It applies equally to members of advisory and non-advisory bodies who are presented with a voting conflict of interest under Section 112.3143, Florida Statutes Your responsibilities under the law when faced with voting on a measure in which you have a conflict of interest will vary greatly depending on whether you hold an elective or appointive position. For this reason, please pay close attention to the instructions on this form before completing the reverse side and filing the form. INSTRUCTIONS FOR COMPLIANCE WITH SECTION 112.3143, FLORIDA STATUTES A person holding elective or appointive county, municipal, or other local public office MUST ABSTAIN from voting on a measure which inures to his or her special private gain or loss. Each elected or aRpointed local officer also is prohibited from knowingly voting on a mea- n ore which inures to the special gain or loss of a principal (other than a government agency) by whom he or she is retained (Including the irent organization or subsidiary of a corporate principal by which he or she is retained); to the special private gain or loss of a relative; or to the special private gain or loss of a business associate. Commissioners of community redevelopment agencies under Sec. 163.356 or 163.357, F.S., and officers of independent special tax districts elected on a one-acre, one-vote basis are not prohibited from voting in that capacity. For purposes of this law, a -relative- includes only the officer's father, mother, son, daughter, husband, wife, brother, sister, father-in-law, mother-in-law, son-in-law, and daughter-in-law, A 'business associate'means any person or entity engagaa in or carrying on a business enterprise with the officer as a partner,joint venturer, downer of property, or corporate shareholder(where the shares of the corporation are not listed on any national or regional stock exchange). ELECTED OFFICERS: In addition to abstaining from voting in the situations described above,you must disclose the conflict: PRIOR TO THE VOTE BEING TAKEN by publicly stating to the assembly the nature of your interest in the measure on which you are abstaining from voting; and WITHIN 15 DAYS AFTER THE VOTE OCCURS by completing and filing this form with the person responsible for recording the min- utes of the meeting.who should incorporate the form in the minutes. APPOINTED OFFICERS: Although you must abstain From voting in the situations described above. you otherwise may participate in these matters. However, you must disclose the nature of the conflict before making any attempt to influence the decision, whether orally or in writing and whether made by you or at your direction, IF YOU INTEND TO MAKE ANY ATTEMPT TO INFLUENCE THE DECISION PRIOR TO THE MEETING AT WHICH THE VOTE WILL BE TAKEN: You must complete and file this form(before making any attempt to influence the decision)with the person responsible for recording the minutes of the meeting.who will incorporate the form in the minutes. (Continued on other side) CE FORM BEI -EFF, 1/2000 PAGE 1 01/07/2004 18 :31 FAX 5612764 (55 LlI ( Al IUKNLY l7UU4/UU4 APPOINTED OFFICERS (continued) - A copy of the form must be provided immediately to the other members of the agency. • The form must be read publicly at the next meeting after the form is filed. IF YOU MAKE NO ATTEMPT TO INFLUENCE THE DECISION EXCEPT BY DISCUSSION AT THE MEETING: - You must disclose orally the nature of your conflict in the measure before participating. • You must complete the form and file it within 15 days after the vote occurs with the person responsible for recording the minutes of the meeting, who must incorporate the form in the minutes.A copy of the form must be provided immediately to the other members of the agency, and the form must be read publicly at the next meeting after the Form is filed. DISCLOSURE OF LOCAL OFFICER'S INTEREST I, CL..- t 4 hereby disclose that on (‘ `✓' t ,20(' (a)A measure came or will come before my agency which(check one) • inured to my special private gain or loss; ' inured to the special gain or loss of my business associate, inured to the special gain or loss of my relative, inured to the special gain or loss of - - , by whom I am retained;or inured to the special gain or loss of which is the parent organization or subsidiary of a principal which has retained me. (b)The measure before my agency and the nature of my conflicting interest in the measure Is as follows: p SON Ce1"4i . c f n L.)0- 71 2( x) 1 `11 j Date Filed Signature NOTICE: UNDER PROVISIONS OF FLORIDA STATUTES §112.317, A FAILURE TO MAKE ANY REQUIRED DISCLOSURE CONSTITUTES GROUNDS FOR AND MAY BE PUNISHED BY ONE OR MORE OF THE FOLLOWING: IMPEACHMENT. REMOVAL OR SUSPENSION FROM OFFICE OR EMPLOYMENT, DEMOTION, REDUCTION IN SALARY, REPRIMAND, OR A CIVIL PENALTY NOT TO EXCEED $10,000.• _ CE FORM Bt3-EFF. 12000 PAGE 2 DEL R I ALRAY BEACH F buglatil All-America City 1993 2001 SIGN IN SHEET 2001 Regular Historic Preservation Board Meeting January 7, 2004 PRINT FULL NAME ADDRESS OR ORGANIZATION ITEM .1 4 4( \-2, cc!< ‘'" 'V- 1it AND Y SfICI LI 5 CrI( k co,vs-r 1