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HPB 10-17-07 .44 AGENDA HISTORIC PRESERVATION BOARD MEETING y CITY OF DELRAY BEACH Meeting Date: October 17, 2007 Time: 6:00 P.M. Meeting Type: Regular Meeting Location: City Commission Chambers, City Hall 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 Smith at 243-7144 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. 721 North Swinton Avenue, Del-Ida Park Historic District, Anne Bedinger, Property Owner; New Image Specialties, Inc., Authorized Agent. Consideration of a Certificate of Appropriateness (2007-360) for the installation of windows and accordion shutters on a non-contributing structure. B. 302 NE 7th Avenue, "Hartman House", Individually Listed, Peter Canelo, & George Risolo, Property Owners; Weiner&Aronson, P.A., Authorized Agent. Consideration of a Class I Site Plan Modification and Certificate of Appropriateness (2007-340) to replace original wood windows with aluminum windows on an individually designated structure. C. 130 NW 3`d Avenue, West Settlers Historic District, Barry and Evelyn Dobson, Property Owners; Dennis Thompson, Rehabilitation Specialist, City of Delray Beach, Applicant/Authorized Agent. Consideration of a Certificate of Appropriateness (2007-369) for installation of a vinyl fence on a non- contributing property. D. 226 North Swinton Avenue, Old School Square Historic District, Francis and Elizabeth Rozzo, Property Owners. Consideration of a Tax Exemption application (2007-348)to improvements associated with files 2005-027, 2006- 063. E. 205 NE 5th Terrace/204 Dixie Boulevard, Independence Title, Del-Ida Park Historic District, Ronald Platt, Property Owner; Larry Battisti Authorized Agent Consideration of a Certificate of Appropriateness (2007-366) to replace original wood windows with aluminum windows on a contributing structure. F. 30 SE 1st Avenue, Block 69 Office Building, Old School Square Historic District, Block 69 Development Group, LLC; Gary Eliopoulos,Authorized Agent. Consideration of a Class V Site Plan and Certificate of Appropriateness (2007-266) associated with the demolition of a surface parking lot and development of a three-story, office building. Ill. REPORTS AND COMMENTS • Public Comments • Reports from Historic District Representatives • Board Members • Staff IV. ADJOURN A wt y E. AlAva rer' Amy E.Alvarez, Historic Preservation Planner Posted On: October 11, 2007 ii.j6iciDELRAY BEACH All-America City jr® 1993 2001 SIGN IN SHEET 2001 Regular Historic Preservation Board Meeting October 17, 2007 PRINT FULL NAME ADDRESS OR ITEM NO. ORGANIZATIONitqA 4 4 Cti , S � C� � L s w�� Civ Iztecivi e5r /- /'edi(1 M// may' MT/sis7) .4aetr !—(41( k f-eet -7 2 ( A ��,,v►h ►'1 /�- /V Gt/0w42/1/ DaRAYBEACH - OEL AYBEACH HISTORIC PRESERVATION BOARD hIIP. MEMORANDUM STAFF REPORT 'II� 2001 2EHH Property Owner: Anne Bedinger Authorized Agent: New Image Specialties, Inc. Project Location: 721 North Swinton Avenue, Del-Ida Park Historic District HPB Meeting Date: October 17, 2007 COA: 2007-360 ITEM BEFORE THE BOARD The item before the Board is approval of a Certificate of Appropriateness for the installation of accordion shutters, and installation of non-impact, vinyl windows on a non-contributing structure at 721 North Swinton Avenue, Del-Ida Park Historic District, pursuant to LDR Section 2.4.6(H). BACKGROUND/PROJECT DESCRIPTION The subject property consists of Lot 1, and the North 25 feet of Lot 2, Block 1, Del-Ida Park, and is located on the southeast corner of NE 8th Street/George Bush Boulevard and North Swinton Avenue within the Del-Ida Park Historic District. The property contains a non-contributing structure built in 1956. Building Department records indicate that the structure originally contained a carport where a garage now exists. In both 1962 and 1963, permits were sought for an addition; however, those records are not available which would indicate alterations to the structure. In 1998, a permit was applied for to replace "windows with cinder block". There are no recent administrative or Board actions pertaining to this property. The current proposal involves the removal of the existing aluminum awning windows, installation of single-pane, double hung, casement, and sliding non-impact, vinyl windows, and installation of white, aluminum accordion shutters. The Board reviewed the subject proposal at its meeting of October 3, 2007. Upon review and discussion regarding the proposed window material and installation of accordion shutters, the Board postponed further review with the direction that the applicant be present at a subsequent HPB meeting, and consider revising the proposed window material. The applicant has stated that the vinyl windows are proposed since they are non-impact and will be providing accordion shutters. The company from which the windows are being purchased only provides impact aluminum windows and due to the additional cost involved, the applicant chose the vinyl material and addition of accordion shutters. ANALYSIS Development Standards LDR Sections 4.5.1(E)(7) and (E)(8)(g) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. The applicable standards are as follows: (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 721 North Swinton Avenue;2007-360-COA HPB Meeting October 17, 2007 Page 2 of 4 change in the exterior appearance of 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 improvements to buildings, structures, and appurtenances shall be visually compatible. Visual compatibility shall be determined in terms of height, front façade proportion, proportion of openings (windows and doors), rhythm of solids to voids on front facades, rhythm of buildings on streets, rhythm of entrance and/or porch projections, relationship of materials, texture and color, roof shapes, walls of continuity, scale of building, directional expression of front elevation. The following applies to the subject application: (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. Delray Beach Historic Preservation Design Guidelines state and recommend the following with respect to window replacement and hurricane protection: • Retain distinctive windows... • Design and install new windows when the historic windows are completely missing. • Changing the historic appearance through inappropriate design materials is not recommended. • Window shutters that are removable are preferred. • 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. The Secretary of the Interior's Standards for Rehabilitation recommend the following: 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. (Standard #2) Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a historic property shall be preserved. (Standard #5) ANALYSIS The proposed windows are vinyl and either double-hung, casement, or slider, which contain single panes of glass. While the original windows were awning, the proposed window configurations are not inappropriate and should not affect the historic character of the structure. However, the installation of vinyl windows is typically discouraged for use within a historic district as it further deviates from the historical use of a material. It is recommended as a condition of approval that aluminum windows be installed. Exterior alterations, including shutters, whether serving a purpose or not, should respect the character of the building and be sensitive to its architectural integrity. Permanent shutters visible from the right-of-way not only have a visual impact on the structure but also obscure additional detailing within the window frame which then conceals this significant architectural feature. Removable hurricane shutters are the preferred option for all buildings in historic areas, as they are not visually impacting. However, the installation of permanent shutters can be considered in this 721 North Swinton Avenue; 2007-360-COA HPB Meeting October 17,2007 Page 3 of 4 case as the building is a non-contributing structure which is minimally visible from the public right- of-way due to significant landscaping. However, it is noted that landscaping is not permanent, and therefore, it is noted as a condition of approval that the accordion shutters may be maintained as long as there is landscaping similar to that of the existing with respect to height and coverage. The project, as proposed, can therefore be supported based upon positive findings with respect to LDR Sections 4.5.1(E)(8)(g) and the Delray Beach Design Guidelines. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of COA-2007-360 for 721 North Swinton Avenue, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in Section 4.5.1(E)(4) and (E)(8)(g) of the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of COA-2007-360 for 721 North Swinton Avenue, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet criteria set forth in Section 4.5.1(E)(4) and (E)(8)(g) of the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. (Motion to be phrased in the affirmative. See above) RECOMMENDATION Approve COA-2007-360 for 721 North Swinton Avenue, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in Section 4.5.1(E)(4) and (E)(8)(g) of the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation with the following conditions: 1. That the new windows are made of aluminum, not vinyl as proposed, and; 2. That the landscaping along the perimeter of the\property is maintained at the existing height and fullness. Report Prepared by:Amy E.Alvarez, Historic Preservation lanner Attachments: • Appendix A • Photographs 721 North Swinton Avenue; 2007-360-COA HPB Meeting October 17,2007 Page 4 of 4 APPENDIX A Previous Applications RE: Accordion Shutters Address Historic District Classification Meeting Dates 222 Palm Court Del-Ida Park Non-Contributing (1956) 01.19.05, 02.02.05, 02.16.05 Action After reviewing the item, the Board approved the application with the following conditions: 1) That removable storm panels or some other appropriate method of storm protection be installed for the windows at the front of the property which are not screened by the arcade. 2) If removable panels are installed the tracks or channels should be painted to match the exterior of the building. Address Historic District Classification Meeting Date 10 NEB' Street Del-Ida Park Non-Contributing (1956) 10.01.03 Action After reviewing the item, the Board approved the application with the following conditions: 1) That the tracks/channels are placed as close to the windows/doors (openings) as possible so that no paint shows through or that a negligible amount is viewed; and, 2) That the proposed accordion shutters on the first floor of the front façade for the two, paired French doors be changed to removable storm panels. Address Historic District Classification Meeting Date 246 N Swinton Avenue Old School Square Contributing (1941) 10.04.06 Action After reviewing the item, the Board approved the as-built accordion shutters. Address Historic District Classification Meeting Dates 305 N Swinton Avenue Old School Square Contributing (1925) March 21, 2007 June 6, 2007 Action After reviewing the item, the Board denied the as-built accordion shutters at the March 21, 2007 meeting. The property owners requested that the Board reconsider the denial at the June 6, 2007 meeting. Upon reconsideration the Board approved the as-built accordion shutters with the condition that they be removed within one year from the approval date and that another type of approvable hurricane protection could be installed. Address Historic District Classification Meeting Date 242 N Swinton Avenue Old School Square Contributing (1941) August 1, 2007 Action After reviewing the item, the Board approved the request to install accordion shutters at all openings, as submitted. A. { b2 "vd ---- 1 ( Q 1 • 1 $ 1 t 1 I N, c2, 07 XG, 3 3 37 k / S Li 31 ?3 T Co 3 —2 37>`s1 g fdS)c ?, l 3 {� --7 1i 75)(I:3 l p 3-1)47 (rAP1. 13 t 4 ',3 3�! !if 1 • ''.,-p".....• • ' ,--‘. '. -. •'7')'-'', \• •Ae7,• .. ,..3..„ -: . 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Property Owner: George Risolo and Peter Canelo Property Address: 302 NE 7th Avenue, "Hartman House", Individually Designated HPB Meeting Date: October 17, 2007 File No: 2007-340-COA ITEM BEFORE THE BOARD The item before the Board is consideration of a Certificate of Appropriateness and Class I Site Plan Modification for the replacement of original wood windows on an individually designated structure located at 302 NE 7th Avenue, (aka "Hartman House"), pursuant to LDR Section 2.4.6(H). BACKGROUND/PROJECT DESCRIPTION The subject property consists of Lots 13 & 14, Block 113, Highland Park Subdivision and is located on a .33 acre site at the northwest corner of NE 7th Avenue and NE 3rd Street. Located within an RM (Multi-Family Residential, Medium Density) zoning district, the property contains a 2,752 square foot, two-story Frame Vernacular style dwelling which is known as the Hartman House. The 1923 dwelling was listed on the Local Register of Historic Places in 2005. On May 18, 2005, the HPB reviewed and approved a Certificate of Appropriateness and Class V Site Plan Application for the repair of the historic dwelling, demolition of the garage and swimming pool, and the construction of two new dwellings. Subsequently, at its meeting of June 6, 2007, the HPB reviewed and approved a two year site plan extension for the development proposal. On July 16, 2007, a building permit application was submitted for the replacement of the existing original wood windows with aluminum frame windows. The permit was denied as the HPB did not previously grant approval for the original window replacement. As a result, a Class I Site Plan Modification was submitted which requests consideration to remove the existing and original wood windows of the Hartman House and replace them with aluminum windows. It should be noted that the Staff Report considered by the Historic Preservation Board for the aforementioned development proposal noted the following: • "Repair and alteration of the extant historic building..." • "The proposal is for the construction of a townhouse development which includes the restoration of the Hartman House (Unit B), which is listed on the Local Register of Historic Places,..." • "The dwelling contains the original wood frame windows to the front facade which are of a traditional four over one design. The historic structure has almost no ornamentation apart from a wheel window to the south facade; however, this may have been added at a later date along with the corresponding out of proportion window on the second floor as they are off-center and inconsistent with the symmetrical design of the building. It has 302 NE 719 Avenue,2007-340-COA HPB Meeting of October 17,2007 Page 2 of 4 been recommended that both these windows be retained since they are part of the development history of the building." • "Proposed appropriate works to the exterior of the structure will consist of replacing the shingles, the insertion of a more appropriately designed window to the middle of the second floor on the south façade, window repairs, the addition of a canopy over the front door, repainting, and the demolition of the existing garage and swimming pool." • "The development proposal involves the restoration of the historic Hartman House...The restoration of the Hartman House will consist of mainly appropriate repairs which should be encouraged as the building will be put to an appropriate and sustainable use which will ensure its ongoing maintenance and repair. As previously mentioned, the proposal is to replace all existing windows with aluminum windows. While not specifically noted on the application, it is Staffs understanding that the new windows will replicate the existing window pattern with respect to type and configuration. There has not been a submitted statement as to why the windows require replacement or why aluminum is being proposed. On Monday, September 24, 2007 Staff made a site visit to the subject property where it was noticed that the work for the subject proposal had begun. The original wood windows were removed, and many of the proposed aluminum windows were installed. As previously noted, the permit had been denied because this detail had not been reviewed or approved by the HPB upon approval of the Class V Site Plan Application in 2005. The City's Code Enforcement Division was notified. ANALYSIS LDR Section 4.5.1(E)(4), and (E)(8)(g) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features.The applicable standards 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. The following Standards apply to the subject application: 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. (Standard 2) The removal of the original wood windows and subsequent replacement with aluminum will significantly alter the character of the historic property as there is a great distinction in the muntin profile of a wood window and an aluminum window. Therefore, the intent of this Standard has not been met. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a historic property shall be preserved. (Standard 5) Again, wood windows feature details that are lost when replaced by aluminum windows. Therefore, the intent of this Standard has not been met. 302 NE 7"Avenue,2007-340-COA HPB Meeting of October 17, 2007 Page 3 of 4 Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. (Standard 6) Documentation should be provided to demonstrate that the existing windows cannot be repaired. However, as stated above, if the deterioration requires replacement, it"shall match the old". In addition to the introduction of a new material to the historic structure, it should also be taken into great consideration that aluminum windows do not match wood windows in that the distinctive muntin profile is lost, which subsequently affects the historic character of the structure. Therefore, the intent of this Standard has not been met. (E)(8) All improvements to buildings, structures, and appurtenances shall be visually compatible. Visual compatibility shall be determined in terms of the following criteria: The following Standard applies to the subject application: (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. Predominant window materials used in historic sites, buildings, and structures of this age are wood. As the proposed material is aluminum, the intent of this Standard has not been met. The following is suggested by the Delray Beach Historic Preservation Design Guidelines regarding window replacement: • Retain distinctive windows which feature a sash, muntins, glazing, sills, heads, hood molds, paneled, or decorative door jambs and moldings and shutters and blinds. • Changing the historic appearance through inappropriate design materials or adding a finish or color that changes the sash, depth of reveal, the reflectivity, or the appearance of the frame should be avoided. • Replacing viable windows should be avoided. The proposed window type does not meet the intent of the above noted guidelines in that it will not retain any of the windows distinctive features, it will change the historic appearance of the structure, and evidence has not been submitted regarding the condition of the windows and potential causes (i.e. weather), or whether they are salvagable. Analysis In order to preserve the integrity of the historic structure, either repairing the existing windows or replacing them with identical wood frame windows would be the most appropriate methods to comply with the applicable LDRs, the Delray Beach Historic Preservation Design Guidelines and the Secretary of the Interior's Standards for Rehabilitation. Based on the analysis above and provided throughout the report, positive findings could be made with respect to the LDR Sections noted throughout the Staff Report, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to conditions. 302 NE 7"'Avenue,2007-340-COA HPB Meeting of October 17, 2007 Page 4 of 4 ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness and Class I Site Plan Modification (2007-340) for 302 NE 7th Avenue, (aka "Hartman House"), by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in Sections 4.5.1(E)(4) and 4.5.1(E)(8)(g) of the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to conditions. C. Deny approval of the Certificate of Appropriateness and Class I Site Plan Modification (2007-340) for 302 NE 7th Avenue, (aka "Hartman House"), by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet criteria set forth in Sections 4.5.1(E)(4) and 4.5.1(E)(8)(g) of the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. (Motion to be phrased in the affirmative. See above) RECOMMENDATION Approve the Certificate of Appropriateness and Class I Site Plan Modification (2007-340) for 302 NE 7th Avenue, (aka "Hartman House"), by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in Sections 4.5.1(E)(4) and 4.5.1(E)(8)(g) of the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the condition that the windows are replaced with either wood or aluminum clad wood windows of the same type, size, and configuration as previously existed. _J ( 772 L (J 3� Report Prepared by: Amy E. Alvarez, Historic Preservation Planner Attachments: • Photographs • Window specifications I ,. • -s.`......e,.. •I•• , •_-.,„ •• '.'44.'.; • • 17, ! ". • • • - ..'1 • -. ..:er ..5-014.4.,:- ....t..,.....tttok.;,: . . 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"r..7:<;*'' . - 1.1irlIp.,44,-?;474'• •f„ ' A \-7..„ ,-s.:: „, -:, :* .rt 1§ ..,44 ..„ , , .. , ,4* ,.. , 4! 7* .,,,:,„ •,.: ... ......„ , ., • ., .. ..,...„ ,..y. •,,/,, ......, .,..„..„..„.• 9 • . .. .- ,,,,,,tt„ .. . . ) ,,,, . ,.,.. „,,,,,, . ,. ., .. ..,.„. , .;.,,„4,,,.., .„,..,„: , \ Al,'..:A4::lt, :'fir > ,. ,,, :t4.. , ,)1. 0. .i.>t, J xis, 51 • d. �''i 5, }iF ,...ii:.:"7,, :— ±�< £ S T • . • •„ .:.:.,,.: „ .. : . :•:', 4 . .•Li.•:'•/: :4.; At,y.` ` •lot— >Be,t$.-`' r t 1 $ : 4r.11is,' 'as • j: ' MIAMI-DADE COUNTY MIAMI-DADE COUNTY,FLORIDA 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) www.buildinacodeonline.com Lawson Industries,Inc. 8501 N.W.90 Street Medley,FL 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(AHJ). 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 AHJ (in 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"SH-7700"Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W01-66,titled"SH-7700 Aluminum Single Hung Window",sheets 1 through 4 of 4,prepared by AL-Farooq Corporations,dated 09/26/01 and last revised on October 10,2006,signed and sealed by Dr.Humayoun Farooq,P.E.,bearing the Miami-Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall 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 NOA. 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 Building Official. This NOA revises&renews NOA#01-1009.01 consists of this page 1 and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No 06-0406.08 _ x Expiration Date:December 27,2011 14� = Approval Date:November 02,2006 � � Page 1 FP'1. • Lawson Industries,Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file#01-1009.01) 1. Manufacturer's die drawings and sections. 2. Drawing No.W01-66,titled"SH-7700 Aluminum Single Hung Window",sheets 1 thru 4 of 4,prepared by AL-Farooq Corporations,dated 09/26/01 and last revised on October 10,2006,signed&sealed by Dr.Humayoun Farooq,P.E. B. TESTS(Transferred from file#01-1009.01)Original test report conducted per SFBC,PA 201,202 and 203-94,now termed as FBC,TAS 201,202&203-94. Test reports on 1)Air Infiltration Test,per SFBC,PA 202-94 2)Uniform Static Air Pressure Test,Loading per SFBC,PA 202-94 3)Water Resistance Test,per SFBC,PA 202-94 4)Large Missile Impact Test per SFBC,PA 201-94 5)Cyclic Wind Pressure Loading per SFBC,PA 203-94 6)Forced Entry Test,per SFBC 3603.2(b) and PA 202-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL- 01016,dated 4/3/01,signed and sealed by Luis A.Figueredo,P.E. C. CALCULATIONS 1. Anchor Verification Calculations complying w/FBC 2004,prepared by AL-Farooq Corporation,dated 02-27-06 and last revised on 1010-2006, signed and sealed by Humayoun Farooq,P.E 2. Anchor Calculations and structural analysis,prepared by Al Farooq Corporation, dated 11/29/01, signed and sealed by Dr.Humayoun Farooq,P.E. (Transferred from file#01-1009.01) 2. Glazing Complies with ASTM E 1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.01-0205.02,issued to Solutia Inc.,for"PVB interlayer", expiring on 03/04/09. 2. Notice of Acceptance No.02-1205.03,issued to Security Impact Glass Holdings L.L.C., for"SAF-GLAS,", expiring on 12/16/07. 3 Notice of Acceptance No.01-1204.01,issued to E.I.DuPont DeNemours for"Sentry Glass®Plus",expiring on 01/14/07. F. STATEMENTS 1. Statement letters of Compliance and"no financial interest",both dated 03/16/06, signed and sealed by Humayoun Farooq,P.E. 2. Statement of Lab compliance letter,part of test report. G. OTHER(Transferred from file#01-1009.01) 1. This NOA revises&renews NOA#01-1009.01,expiring 11-27-2006. 5 \• LL wL Ishaq L Chanda,P.E. Product Control Examiner NOA No 06-0316.02 Expiration Date:December 27,2011 Approval Date:November 02,2006 E-1 53 1/8' 1 ki 2.651 y WINDOW WIDTH �� ! ' r_to T-- 1,082 48 11/16"MAX. s .75.0 r� D.L OPG. Z co LI ji- �I 444 .850 + 39t SUFALSE MUNTINS HEAL/SILL I1 HEAD. 6'/SXLL O ��q9k .7+1 f'fl �� 1. OPTIONAL I A I CORNERS a 2 r� o 1- ---I -il "3 \, I I T 1 1 g „ " 1 ss7 . FRAME HEAD GLAZING BEAD l 11 I - CC O DAYLITE OPENINGS' I g O . ,, II I V -1.094-T 1.028 DLO WIDTH = WINDOW WIDTH - 4.438 (FIXED) ____ ___ __ ,___ 0 A = WINDOW WIDTH - 5.625 (VENT) n o ,, iA. 0 a a g , DLO HEIGHT = (WINDOW HT/2) - 4.125 II I O I I C 3 0 1 t. 1 .781 1.013 1.236 i 3 1 _ - a n _ - u.z.. :,54 1 .078 2.285 \; - .5 Z M F 1.504 I .693 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. 2 1 II I Q W F 1.049 SHUTTERS ARE NOT REQUIRED. ; , , ,-, 1 SNAP LATCH = o ___ ii---' 1 _-'_-- 4�--1.24t - I�-L25o1 - ----r---., --n--- - TYPICAL ANCHORS: SEE ELEV. FOR SPACING n o I I n ; i p - 1/4" TAPCONS (ELCO) 191i i ~ o . = FIXED MEETING RAIL I INTO 2BY WOOD BUCKS OR WOOD STRUCTURE te -" I - = Z 1.4I PRODUCT MEWED 52 1.549 1-3/8" MIN. PENETRATION INTO WOOD J "1 i f-- -r---r" �{ 6 1.890 2.643 J THRU 1BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY 47 1/2' E c3N L,.I 062 1-1/4" MIN. EMBED INTO CONC. OR MASONRY wubYltlwftbI ctleride DIlliagOell .L OPG. ._ to 128t B - 1/4" HIITI KWIK CON 0 sDabbse `24„.7 50 1/4'MAX. 'D Go m IILL__RR��JJII .062 OlYaM��E►Def72 �0�1 Z cn 1 2063 II I INTO 2BY WOOD BUCKS OR WOOD STRUCTURE VENT WIDTH F-1.439- 1 .781 FRAME JAMBt-3/8" MIN. PENETRATION INTO WOOD TYPICAL o Z 3 o O �j THRU 1 BY BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY ° TESTEDELEVATION UNfT Q 1-1/4" MIN. EMBED INTO CONC. OR MASONRY IA. Jm 1.075-.I _ 2.778 SH-7700 ALIMINUM SINGLE HUNG WINDOW J/4" DIA. SELF DRILLING SCREWS GRADE 5 CRS DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER `. ---1.689-- VENT TOP RAIL INTO METAL STRUCTURES CHARTS SHOWN ON SHEET 2. STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) 1.914 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) I' .901 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) R IHUIREM VELOCfITY HUURRICANE F ZONTHE FLORIDAHVHZ),ING CODE 2004 EDITION INCLUDING 8 2.437 WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER co_ I fl10 SMS OR SEI F DRII I ING SCREWS F �� LOADS TO THE STRUCTURE. 8 455 INTO DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .102") ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS u g 0 2.001 .750��i (NO SHIM SPACE) EMBEDMENT TO BASE MATERIAL SNAIL BE BEYOND WALL DRESSING OR STUCCO. o 1.357 .082 . I.. .062- ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS a If� f--2.843 ANCHOR FIX;F DISTANI,FS ARE NOT PART OF THIS APPROVAL 9 INTO CONCRETE AND MASONRY = 1-5/8" MIN. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF 0 o.1- L1.235 INTO WOOD STRUCTURE = 1" MIN. (AT HEAD do JAMBS) ANCHORS INTO WOOD ONLY. FRAME SILL INTO WOOD STRUCTURE = 5/8" MIN. (AT SILL) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO °cc o<m VENT BOTTOM RAIL INTO METAL STRUCTURE _ 5/8" MIN. CONTACT WITH OTHER DISSIMILAR{LATERALS SHALL MEET THE REQUIREMENTS ..--,' OF 2004 FLORIDA BLDG.CODE SECTION 2003.8.4. If�+-1.3751 SEALANTS: E DR.rluwN FAR000 I 7 9 STRUC RES ALL FRAME AND VENT CORNERS AND SILL INSTALLATION SCREWS O'C 1 18557 S .062 1.165 SEALED WITH SEALANT. O.A.H.3s3a i 1 i 4 WEEPHOLES: drawing no. .781 WI = 1/2" WEEP NOTCH AT EACH END • W01-66J VENT SIDE RAIL W2 = 3/16" X 1"WEEP HOLE AT 4-1/4" FROM EACH END OCT 1 0 2006 (sheet 1 of 4 ) • DESIGN LOAD CAPACITY - PSF U,^ J ANNEALED OR HEAT STREN'D GLASS .._1113 m ANCHOR TYPE 'A' ANCHOR TYPE 'B' L. _�i GLASS GLASS GLASS GLASS GLASS GLASS ZZ m I WINDOW DIMS. TYPE 'I' TYPE '2' TYPE '3' TYPE 'I' TYPE '2' TYPE '3' I EXT. (+) EXT. (+) EXT.(+) EXT. (+) EXT.(+) EAT.(+) p W e4 o WIDTH HEIGHT INT.(-) INT. (-) INT.(-) INT. (-) INT.(-) INT. (-) U 19-1/8' 90.0 80.0 80.0 - - - NOTE: 26-1/2' 26' 90.0 80.0 80.0 - - GLASS CAPACITIES ON THIS SHEET ARE BASED ON l 37' (4) 90.0 eo.o so.o - - - ASTM E1300-02 (3 SEC. GUSTS). a LL 53-1/8 90.0 80.0 60.0 - - - V Cf Pctt g 19-1/8' 90.0 80.0 80.0 - - 26-1/2' 38-3/8' 90.0 80.0 80.0 - - - G a a a 37' (4) 90.0 80.0 80.0 - - 0 0 roc 53-1/8 77.5 77.5 77.5 90.0 80.0 80.0 ne 19-1/8' 90.0 80.0 80.0 - - - 26-1/2' 50-5/8' 90.0 80.0 80.0 - - - J Q 37' (8) 90.0 80.0 80.0 - - - Q W 53-1/8 63.6• 63.6 63.6 90.0 80.0 80.0 t j 19-1/8' 90.0 80.0 80.0 - - 26-1/2' 59' 90.0 80.0 80.0 - - - g 37' (6) 90.0 80.0 80.0 - - - 3 m 53-1/8 57.8 57.6 57.8 90.0 80.0 80.0 19-1/8' 90.0 80.0 80.0 - - - x Z R 26-1/2" 63' 90.0 80.0 80.0 - - - .. 37' (6) 90.0 80.0 80.0 - 2 53-1/8 55.7 55.7 55.7 90.0 80.0 80.0 IT19-1/8' 90.0 80.0 80.0 - - - _ _ n $ 26-1/2' 74-1/4' 90.0 80.0 80.0 - - _ j Z 0tr' m 37' (6) 88.0 80.0 80.0 - - - • Z3 e 53-1/8 51.4 51.4 51.4 80.0 80.0 80.0 8•NO.IN PARENTHESIS INDICATE NO.OF ANCHORS PER JAMB. QZ n 5LA'h °D 0 1/8'ANN.GLASS 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS OR OR OR ANN. GLASS t 1/8'HEAT STREN'D GLASS 1/8'HEAT STREN'D GLASS .070 INTERLAYER .090 INTERLAYER .090 INTERLAYER SAF-GLAS SAFLEX/KEEPSAFE MAXIMUM SENTRY GLASS PLUS 1/8'ANN. GLASS 1/8'ANN. GLASS n��.�. 8 OR OR 1/8"ANN. GLASS �ODlIC7'RENEIV<D o 1/8"HEAT STREN'D GLASS OR S / 1/8'HEAT S1REN'D GLASS 1/8' HEAT STREN'D GLASS yu1WNeF14eYa 11460.6 c u GLAZING COMPOUND OPTIONS GLAZING COMPOUND OPTIONS GLAZING COMPOUND OPTIONS �'M�If4d v SILICONE DOW CORNING 899 SILICONE DOW CORNING 899 SILICONE DOW CORNING 899 SILICONE SCHNEEHEAD 5731 SILICONE SCHNEEHEAD 5731 SILICONE SCHNEEHEAD 5731 h a� a gSILICONE TREMCO SPECTRUM 2 SILICONE TREMCO SPECTRUM 2 SILICONE TREMCO SPECTRUM 2 p�y c 11111 = ' i zli Aon � \� �I m I' ! y �� .. C Eng,:DR.HUANYOON FAR000 2 Y m Is:_t 1 mil- -uy- _ F c�N 1 1655 7 GLASS TYPE '1' GLASS TYPE '2' GLASS TYPE '3' i$ drawing no. GLAZING OPTIONS OC 1 0 2O(6 W01-66 LARGE MISSILE IMPACT RESISTANT GLASS, SHUIILHS ARE NOT REOUIRED (Sheet 2of 4 ) ITEl1 NO. PART I QUANTITY DESCRIPTION MATERIAL LANF./SUPPLIER/REHARKS U, TYPICAL.ANCHORS SEE ELEYS. FOR SPACING IV METAL. 1 1-7701 1 FLANGE FRAME HEAD 6083-75 - 1BY STRUCTURE 2 L-7702 1 FLANGE FRAME SILL 6063-T5 - TYPICAL ANCHORS j WOOD BUCKS W J SEE ELEV.FOR SPACING 3 L-7703 2 FLANGE FRAME JAMB 6063-T5 - Z m z I 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-76 - a e. • a,' ' �. .. •• 1 6 L-7705 1 VENT MEETING(TOP) RAIL 6063-T6 - a g .... v `' I ' }, / 8 L-7706 1 VENT BOTTOM (LATCH)RAIL 6063-76 - 0 g L - -.411111? _ + � �/ 7 L-7707 1 VENT JAMB(SIDE) RAIL 6063-16 - O. _7'L 8 L-7708 AS REO'D. GLAZING BEAD(3/8") 6063-TS - 0 I. II. AO O Q 9 FS-006 AS REGD. FRAME ASSEMBLY SCREWS - 18 X 3/4"PH PHI WPS V p m 8 I 1.� } 11 L-7531 AS REQ D. BOTTOM RAIL W'STRIPPING VINYL I/4"DIA. BULB 1J033 a¢>'i 8 06<p ''II I, ®� 12 PWS-003 AS REO D. FIN SEAL WEATHERSTRIP - .I87'4.210"(7820-6001-9) 0 Ldn Ii' y � D 13 PWS-005 AS REQ'D. FIN SEAL WEATHERSTRIP - .187"X.350'(7634-6001-7) Q ; — 14 PWS-009 AS REO'D. FIN SEAL WEATHERSTRIP - .187"X.310"(7830-6001-1) U.z 0 n 15 L-7512 OPTIONAL EXTERIOR FALSE MARTIN ALUMINUM Q Z m 3 a ul el I II o 11111 16L-7513 OPTIONAL NTERIOR FALSE MARTIN ALUMINUM J17L-7718 AS RED'D. GLAZING BEAD WEDGEVINYL WEDGE 1GV-010 ® 18 .L-7723 1 SASH BALANCE CAM/GUIDE - (2 X VENT) S 19 L-7725 2 RIGID VINYL SASH STOP - (2 X FRAME) ; e 20 1-7727 2 BLOCK at TACKLE BALANCE - BSI BALANCE SYSTEMS iO z U 7, 21 L-7539 2/VENT VENT LATCH - AT 6"FROM EACH END S Z ,9, O .� 22 L-7523 2/VENT VENT LATCH SPRING - - N 8 23 AS REO'0. GLAZING COMPOUND SIUCONE SCHNEE-MOREHEAD 5731 3 W r 24 - AS REO'D. GLAZING COMPOUND SIUCONE DOW CORNING 899 `D O I I N B //// f��v�v�--TI 25 AS REVD. GLAZING COMPOUND SIUCONE TREMCO SPECTREM 2 z 7 o M m _ C( [2' O 26 - 2 1/2"X 1/2"X 2"LONG PAD FOAM AT EACH END Z 01 j g Z 3 tL = WOOD BUCKS NOT BY LAWSON, MUST SUSTAIN LOADS 8 o z o IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM g o it-1 TO THE BUILDING STRUCTURE. —ill N1 a o = o "ammo.RENXWED el 11 . waI8eFlorida li O I A. - -otl d$ © bolos 1111 ti j vi, ED ILI ir..... 511111 c {:::: I m 14 webs. E'm'1' W2 e • .. WI Z-...:.;.{ O III. 4 1.1 I1 ��,_� Engn DR.HUMAYOUN FAR000 0 "r _ ��u -E STRUCTURESI 3 a p 4i �� i SC PE AN.1538 7 g 3 .t QEJ • e '1'_ h a •e u .�, PIi � •• �'. • a BY ••0 BUCK t drawing �+no. R TYPICAL ANCHORS SEE ELEVS.FOR ANCHORS OW000 STR •RE I)C I 1 0 2OO WO 1—66 SEE ELEVS.FOR SPACING (sheet 3 of 4 �1 �,..,..•H.�. I • I- /I " MUAI-DAOE COUNTY Z m iJAPPR,D MULLION SEE SEPARATE NOA TYPICAL ..i " FW .iSE E . FOR / 11-( ig '' C! o u 1.[....0 IPHil 1) ci ...cram ! 1 0v U : Iil I a!la gQ 8 V VENT TOP CORNER 1I '4 I.z in_S TYPICAL ANCHORS I SEE ELEV.FOR SPACING I z • P 1/4'HAx. gj 0. SHIM FRAME TOP CORNER = Z , ., ii .., METAL �Cili100 . - 1--. STRUCTURE ' k ICI _ i �1 j Z m J,,u VENT BOTTOM CORNER _ ow • 1/4"SHIM MA%. O 1/4'SHIM A D.L. OPG. • y,Yf,... _TYPICAL ANCHORS WOOD BUCK 12 SEE ELEV.FOR SPACING 0• 20 C) ®e® III rrr STRUCiU- •' 18 .�..;a ' � PRODUCT RENEWCD as coaplyhiwillk&Florida Mil 4. 9 : Re . _.___ ___ ____ . _ /ow: .. ..t._ )_ Wag Cede ii.00 ..". 1 MO _...- �i. O > . - _ °: '` zli FRAME BOTTOM CORNER e� J _ r Mist ��11 . .: 0� 1BY Env:DR.HUMAYOUN FAR000 CTURES q r1 o O EXTERIOR ' WOOD BUCKS F C PE#I4557 $ C >` 0 _ k TYPIGL ANCHORS VENT WIDTH :>�;�':+ // •y SEE ELEY, FOR SPACING ' •• "- r WINODW WIDTH drawing no, UCi .a 0 201.F W01-66 (sheet 4of 4 ) DEIRAYCEACH ` `- <. HISTORIC PRESERVATION BOARD (Ill. MEMORANDUM STAFF REPORT 1III1! 2001 2001 Applicant/ Authorized Agent: Dennis Thompson, Rehabilitation Specialist, City of Delray Beach Property Owner: Barry& Evelyn Dobson Project Location: 130 NW 3`d Avenue, West Settlers Historic District HPB Meeting Date: October 17,2007 COA: 2007-369 ITEM BEFORE THE BOARD The item before the Board is consideration of a Certificate of Appropriateness for the installation of a fence at a non-contributing property located at 130 NW 3rd Avenue, West Settlers Historic District, pursuant to LDR Section 2.4.6(H). BACKGROUND/PROJECT DESCRIPTION The subject property consists of South 49 Feet of Lot 11 and Lot 12, Less South 62.75 Feet, Block 35, Town of Delray, and is located on the west side of NW 3rd Avenue, between NW 1st and 2nd Streets. The single story structure, built in 1996, is a non-contributing structure within the West Settlers Historic District and is zoned R-1-A (Single Family Residential). In 1988, prior to the establishment of the West Settlers Historic District, a 1918 structure was demolished on the subject property. In October 2001, a COA request for a 390 square foot addition was administratively approved, yet never constructed. There are no additional COA requests on file. The current proposal is for the installation of a six foot (6') high PVC fence to enclose the rear perimeter of the property backward of the dwelling's front wall planes. The finish will be a cedar color with faux graining to emulate real wood. Fences, walls, and gates are typically reviewed and approved administratively; however, the proposal involves the introduction of a modern material and Board approval is required. ANALYSIS Development Standards LDR Sections 4.5.1(E)(7) and (E)(8) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features.The applicable standards are as follows: (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 of any existing non-contributing building, structure, or appurtenance in a designated historic district shall be generally compatible with the form, • 130 NW 3`d Avenue—2007-369-COA HPB Meeting October 17, 2007 Page 2 of 3 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 improvements to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility can include but is not limited to:(22 Relationship of materials, texture, and color, which requires that 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. The Delray Beach Historic Preservation Design Guidelines state the following with respect to fences: • New materials, some of them synthetic, may be approved on a case-by-case basis. Analysis The current proposal is for the installation of a six foot (6') high PVC fence which will be visible from the public right-of-way. A vinyl fence is not an appropriate addition to any building located within a designated historic district, particularly when visible from the public right-of-way. It has been argued that vinyl fences require less maintenance than wood fences, that they retain their appearance over a longer duration, and that the fence itself will last longer. While it may be true that this fence type requires less maintenance, vinyl fences can be susceptible to yellowing and cracking and, as they are a relatively new innovation, there is no proof as to how long they will last. If a wood fence is properly maintained and painted regularly, it can last 50 years or more depending on the type of wood used, the location where it is installed, and whether or not it has been treated with a preservative to help resist decay, fungi and insects. The Design Guidelines state that new materials, some of them synthetic, may be approved on a case-by-case basis; however, it is recommended that vinyl fences are only approved for locations where they cannot be viewed from the public right-of-way or where their location makes maintenance difficult. Approving the installation of a vinyl fence where it can be viewed from the public right-of-way could set a precedent and lead to similar applications. On September 5, 2001, a COA was submitted for Board approval for the installation of a vinyl fence at 1104 Nassau Street, a contributing property in the Nassau Street Historic District. The COA was continued until the Board meeting of September 19, 2001 to allow the Board to view a sample of the proposed fencing prior to making a decision. Board approval was given; however, in this case, the fence was located at the furthest portion of the property, away from the view of other property owners and public rights-of-way, and in an area that was heavily landscaped. The portion of the fence facing Nassau Street was constructed of wood, thus maintaining the desired appearance where visible. Based on the above analysis, therefore, positive findings cannot be made with respect to LDR Sections 4.5.1(E)(7) and 4.5.1(E)(8), the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. However, the Board may want to consider that the applicant provide a wood fence at the front and where visible from the public right-of-way, with vinyl fencing installed on the balance of the property. 130 NW 3-d Avenue—2007-369-COA HPB Meeting October 17,2007 Page 3 of 3 ALTERNATIVE ACTIONS A. Continue with direction. • Move approval of the Certificate of Appropriateness (2007-369) for the property located at 130 NW 3rd Avenue, West Settlers Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in Sections 2.4.6(H), 4.5.1(E)(7) and 4.5.1(E)(8) of the Land Development Regulations, and the Delray Beach Historic Preservation Design Guidelines. C. Move denial of the Certificate of Appropriateness (2007-369) for the property located at 130 NW 3rd Avenue, West Settlers Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet criteria set forth in Sections 2.4.6(H), 4.5.1(E)(7) and 4.5.1(E)(8) of the Land Development Regulations, and the Delray Beach Historic Preservation Design Guidelines. (Motion to be phrased in the affirmative. See above) RECOMMENDATION At the Board's discretion, considering that the applicant provide a wood fence at the front and where visible from the public right-of-way, with vinyl fencing installed on the balance of the property Report Prepared by:Amy E. Alvarez, Historic Preservation Planner Attachments: • Location map • Photographs • Survey with proposed fence location • Fence specifications S (67° `-� 0<- 9 . l' IA'?1•71. ''.. ... , 4 , • ,•.,.. , . . •. 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" 1 Enlarge • 3• r `' p: If t >e d `� is ; 4 ti afdM • "L :1 •'S SLtii d ,' �5 `k{ 7 f ;y �T"i S`ti ✓ i 6 } a , • DEFRAY BEACH DELRAY BEACH id HISTORIC PRESERVATION BOARD III ' MEMORANDUM STAFF REPORT `' �IIIP. 1993 2001 - 2001 2001 Applicant/ Property Owner: Frank and Elizabeth Rozzo Property Address: 226 North Swinton Avenue, Old School Square Historic District HPB Meeting Date: October 17, 2007 File No: 2007-348-COA ITEM BEFORE THE BOARD The action requested of the Board is the approval of Parts 1 and 2 of a Tax Exemption application for improvements to a contributing property located at 226 North Swinton Avenue, Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 4.5.1(M). BACKGROUND 1 PROJECT DESCRIPTION The subject property consists of the south one foot of Lot 5, Lot 6, and the north one-half of Lot 7, Block 58, Plat of Metcalf's Subdivision of Blocks 50 and 58, Town of Delray. Located on the west side of North Swinton Avenue, between NE 2"d and 3rd Streets, the property is zoned Old School Square Historic Arts District (OSSHAD) and is within the Old School Square Historic District. The property originally consisted of a 1,490 square foot contributing, one-story, Spanish Eclectic style single-family dwelling constructed in 1920, and a 250 square foot contributing, Frame Vernacular style accessory garage circa late 1920s. On January 28, 2004, a fire occurred within the existing contributing structure damaging the wall and ceiling finishes. In addition, the structural integrity of the roof framing was compromised requiring repair and replacement. At its meeting of December 15, 2004, the Board approved a COA (2005-027) for a two-story, 1,888 square foot addition to the south side of the contributing structure. Prior to the COA submittal and review, the interior and roof of the subject structure were damaged by fire which resulted in the demolition of the majority of the interior as well as repairs to the roof and electrical systems of the dwelling. A building permit was then issued for the reconstruction of the damaged interior. A subsequent revision (2006-053) to the original COA approval was approved administratively on December 2, 2005 which included a covered porch on the rear elevation. The applicant is now before the Board to request review of Parts 1 and 2 of the Ad Valorem Tax Exemption Application for the improvements stated above as approved with 2005-027 and 2006- 053. The tax exemption would apply to the expenditures associated with the above improvements (excluding landscaping)which total $825,125.28 (per submitted invoice list). The following is a list of eligible components for the tax exemption, including those exterior items approved by the Board per the files noted above as well as interior improvements: • Interior demolition as required by the aforementioned fire; • Construction of a two-story, 1,888 square foot addition; • Exterior improvements to the existing structure including in-kind cosmetic repairs; • Hardscaping improvements. 226 North Swinton Avenue,Tax Exemption Application,2007-348-COA HPB Meeting October 17,2007 Page 2 of 6 Although the landscaping associated with the COA was approved, landscaping is not permitted as a legitimate expenditure as it is not interpreted as a "site improvement", pursuant to the Florida Administrative Code 1A-38. Part 1 is the initial evaluation of the property and of the improvements included in the application regarding their eligibility for the tax abatement. Part 2, "Final Application/ Request for Review of Completed Work", requires that the Historic Preservation Board conduct a review at a regularly scheduled public meeting to determine whether or not the completed improvements are in compliance with the work described in the Construction Application. Based on State regulations, an Ad Valorem Tax Exemption can be approved for a project before, during, or after it has been undertaken. The applicant therefore requests consideration of an ad valorem tax exemption as the project is complete. AD VALOREM TAX EXEMPTION LDR Section 4.5.1(M), Tax Exemption for Historic Properties Pursuant to LDR Section 4.5.1(M)(1), Tax Exemption for Historic Properties, the City Commission hereby creates a tax exemption for the restoration, renovation or rehabilitation of qualifying historic properties designated. Qualifying properties shall be exempt from that portion of ad valorem taxation levied by the City of Delray Beach on 100% of the increase in assessed value resulting from any renovation, restoration or rehabilitation of the qualifying property made on or after the effective date of this ordinance. LDR Section 4.5.1(M)(2), clarifies that the exemption does not apply to the following: (a) Taxes levied for payment of bonds; (b) Taxes authorized by a vote of the electors pursuant to Section 9(b) or Section 12, Article 7 of the Florida Constitution; or (c) Personal property. LDR Section 4.5.1(M)(3), explains the duration of the exemption: (a) The exemption period shall be for ten (10) years, beginning January 1st following the year in which final approval is given by the City Commission and the Palm Beach County Property Appraiser has been instructed to provide such exemption. However, the City Commission shall have the discretion to set a lesser term. (b) The term of the exemption shall be specified in the resolution approving the exemption and shall continue regardless of any changes in the authority of the City to grant such exemption or change in ownership of the property. To retain an exemption, the historic character of the property and the improvements which qualified the property for an exemption must be maintained in their historic state over the period for which the exemption was granted. LDR Section 4.5.1(M)(5)(a-b), provides the parameters for qualifying properties and improvements. The subject property qualifies as it is considered contributing within the Old School Square Historic District. The following, (5)(b), identifies qualifying improvements: (b) For an improvement to a historic property to qualify the property for an exemption, the improvement must: (i) be consistent with the United States Secretary of the Interior's Standards for Rehabilitation, as amended; (ii) be determined an improvement by the Historic Preservation Board as established in rules adopted by the Department of State, Division of Historical Resources, FAC 1A-38, as amended which defines a real property improvement as changes in the condition of real property brought about by the expenditure of labor and money for the restoration, • 226 North Swinton Avenue,Tax Exemption Application,2007-348-COA HPB Meeting October 17,2007 Page 3 of 6 renovation, or rehabilitation of such property. Improvements shall include, but are not limited to: modifications, repairs, or additions to the principal contributing building and its associated accessory structures (i.e. a garage, cabana, guest cottage, storage/utility structures, swimming pools), whether existing or new, as long as the new construction is compatible with the historic character of the building and site in terms of size, scale, massing, design, and materials, and preserves the historic relationship between a building or buildings, landscape features, and open space. The exemption does not apply to improvements made to non-contributing principal buildings or their non-contributing accessory structures. (iii) be consistent with Section 4.5.1(E), "Development Standards'; of the City's Land Development Regulations; and (iv)include, as part of the overall project, visible improvements to the exterior of the structure. The project meets criteria (i) and (ii) through previous approval by the Board of the associated improvements outlined above which constituted its compliance with the Secretary of the Interior's Standards for Rehabilitation, as well as the rules of Florida Administrative Code 1A-38, promulgated by the Florida Department of State, Division of Historical Resources. The development project meets criterion (iii) per the COA approvals which applied the LDR Development Standards in the assessment of the proposal. Finally, the project meets criterion (iv) as the project encompasses visible improvements to the exterior of the building and related property. LDR Section 4.5.1(M)(7), Application for Exemption, provides that Part 1, Construction Application, may be submitted before, during, or after qualifying improvements are intitiated, and Part 2, the Final Application/Request for Review of Completed Work, shall be submitted upon completion of the qualifying improvements. The qualifying improvements were complete prior to submittal of Parts 1 and 2 as the Certificate of Occupancy was issued on February 21, 2007. LDR Section 4.5.1(M)(8)(a), Part 1, Construction Application, requires that the submitted application contain information concerning the estimated cost of the qualifying improvement and be accompanied by a copy of the most recent tax bill from the Palm Beach County Property Appraiser for the property. The submitted estimated cost of the qualifying improvements has been calculated at $825,125.28. The most recent tax bill has also been submitted. LDR Section 4.5.1(M)(9), Review of Construction Application by the Historic Preservation Board, requires that the Historic Presentation Board review the Construction Application within 60 days of the Historic Presentation Planner's determination of eligibility, and; that if Part I of the Construction Application is submitted after the project has been completed, the application must be submitted within 18 months from the date of issuance of a CO. Further, if the HPB determines that the work as proposed is a qualifying improvement and is in compliance with the review standards contained in Section 4.5.1(E), the Construction Application and, if applicable, the COA shall be approved by the HPB. However, if the HPB determines that the work as proposed is not a qualifying improvement or is not in compliance with the review standards contained in Section 4.5.1(E), corrective measures shall be prescribed by the Board. As previously noted, the property received a Certificate of Occupancy on February 21, 2007 which was within eighteen (18) months of the application submittal date. Therefore, the project is eligible for review and, if the Board deems the request to be in compliance, it is recommended that the the application be approved • 226 North Swinton Avenue,Tax Exemption Application.2007-348-COA HPB Meeting October 17,2007 Page 4 of 6 LDR Section 4.5.1(M)(10)(a-c), Part 2, Final Application/Request for Review of Completed Work, provides criteria for review of the final application: (a) If the Historic Preservation Board determines that the work is a qualifying improvement and is in compliance with the review standards contained in Section 4.5.1(E), the Board shall approve the Final Application/Request for Review of Completed Work and the Historic Preservation Planner shall issue a written order to the applicant. (b) The Final Application/Request for Review of Completed Work shall be accompanied by documentation of the total expenditures of the qualifying improvements. Appropriate documentation may include, but is not limited to, paid contractor's bills, AIA Forms 702- 704, canceled checks, copies of invoices, and an approved building permit application listing the cost of work to be performed. Upon the receipt of a Final Application/Request for Review of Completed Work and all required supporting documentations, the Historic Preservation Board shall conduct a review at a regularly scheduled public meeting to determine whether or not the completed improvements are in compliance with the work described in the Construction Application, approved amendments, if any, and Section 4.5.1(E). After the above mentioned review, the Historic Preservation Board shall recommend that the City Commission grant or deny the exemption. (c) If the Historic Preservation Board determines that the work as completed is either not a qualifying improvement or is not in compliance with the review standards contained in Section 4.5.1(E), the applicant shall be advised that the Final Application has been denied. The Historic Preservation Planner shall provide a written summary of the reasons for the determination to the applicant. The "Final Application/Request for Review of Completed Work", Part 2, has been submitted as the work is complete. The final application includes a statement from the project architect regarding fees for services rendered, documentation of the building permit, invoices from the contractor, and copies of the checks submitted for payment of the work performed. The City's Community Improvement Department has confirmed that a Certificate of Occupancy (CO) was issued for the property on February 21, 2007. LDR Section 4.5.1(M)(12), Approval by the City Commission, notes that the approved Final Application/Request for Review of Completed Work by the Historic Preservation Board shall be placed by resolution on the agenda of the City Commission for approval. The resolution of the City Commission approving the Final Application shall provide the name of the owner of the property, the property address and legal description, a recorded restrictive covenant as provided in Section 4.5.1(M)(13) in the official records of Palm Beach County as a condition of receiving the exemption, and the effective dates of the exemption, including the expiration date. Should the HPB make a recommendation to approve the subject request, the item will be placed on the November 6, 2007 City Commission agenda for approval and subsequently forwarded on to the Palm Beach County Property Appraiser's Office and Planning and Zoning Department for recordation. LDR Section 4.5.1(M)(13), Historic Preservation Exemption Covenant, explains the covenant required in order to qualify for the exemption: (a) To qualify for an exemption, the applicant must sign and return the Historic Preservation Exemption Covenant with the Final Application/Request for Review of Completed Work. The covenant as established by the Department of State, Division of Historical Resources, shall be in a form approved by the City of Delray Beach City Attorney's Office and applicable for the term for which the exemption is granted and shall require the character of the property and qualifying improvements to be maintained during the period that the exemption is granted. • 226 North Swinton Avenue,Tax Exemption Application;2007-348-COA HPB Meeting October 17,2007 Page 5 of 6 (b) On or before the effective date of the exemption, the owner of the property shall have the covenant recorded in the official records of Palm Beach County, Florida, and shall cause a certified copy of the recorded covenant to be delivered to the City's Historic Preservation Planner. Such covenant shall be binding on the current property owner, transferees, and their heirs, assigns and successors. A violation of the covenant shall result in the property owner being subject to the payment of the differences between the total amount of the taxes which would have been due in March of each of the previous years in which the covenant or agreement was in effect had the property not received the exemption and the total amount of taxes actually paid in those years, plus interest on the difference calculated as provided in Sec. 212.12(3), Florida Statutes. LDR Section 4.5.1(M)(16)(a-d), Revocation Proceedings, provides guidelines to revocation of the tax exemption upon violation of the recorded covenant. (a) The Historic Preservation Board may initiate proceedings to revoke the ad valorem tax exemption provided herein, in the event the applicant, or subsequent owner or successors in interest to the properly, fails to maintain the property according to the terms, conditions and standards of the Historic Preservation Exemption Covenant. (b) The Historic Preservation Planner shall provide notice to the current owner of record of the property and the Historic Preservation Board shall hold a revocation hearing in the same manner as in Section 4.5.1(M)(10), and make a recommendation to the City Commission. (c) The City Commission shall review the recommendation of the Historic Preservation Board and make a determination as to whether the tax exemption shall be revoked. Should the City Commission determine that the tax exemption shall be revoked, a written resolution revoking the exemption and notice of penalties as provided in Paragraph 8 of the covenant shall be provided to the owner, the Palm Beach County Property Appraiser, and filed in the official records of Palm Beach County. (d) Upon receipt of the resolution revoking the tax exemption, the Palm Beach County Property Appraiser shall discontinue the tax exemption on the property as of January 1st of the year following receipt of the notice of revocation. The Sections noted above regarding the "Restrictive Covenant" and "Revocation Proceedings" are provided to demonstrate that the tax exemption is binding, and if violated, the property owner would have to comply with the consequences. ANALYSIS The tax exemption request complies with the criteria contained in LDR Section 4.5.1(M) as the Board approved the associated improvements by making positive findings with respect to the applicable LDR Sections, Delray Beach Historic Preservation Design Guidelines, and Secretary of the Interior's Standards for Rehabilitation. Therefore, positive findings can be made with respect to LDR Section 4.5.1(M). ALTERNATIVE ACTIONS A. Continue with direction. B. Recommend approval to the City Commission of the complete Ad Valorem Tax Exemption Application, including Parts 1 and 2, regarding files 2005-027 and 2006-053, for improvements to the property at 226 North Swinton Avenue, Old School Square Historic District, based upon positive findings with respect to LDR Section 4.5.1(M). C. Recommend denial to the City Commission of the complete Ad Valorem Tax Exemption Application, including Parts 1 and 2, regarding files 2005-027 and 2006-053, for improvements to the property at 226 North Swinton Avenue, Old School Square Historic District, based 4 226 North Swinton Avenue,Tax Exemption Application.2007-348-COA HPB Meeting October 17,2007 Page 6 of 6 upon a failure to make positive findings with respect to LDR Section 4.5.1(M). (Motion to be phrased in the affirmative. See above.) RECOMMENDATION Recommend approval to the City Commission of the complete Ad Valorem Tax Exemption Application, including Parts 1 and 2, regarding files 2005-027 and 2006-053, for improvements to the property at 226 North Swinton Avenue, Old School Square Historic District, based upon positive findings with respect to LDR Section 4.5.1(M). Report Prepared by:Amy E.Alvarez, Historic Preservation Planner Attachments: • Ad Valorem Tax Exemption Application • Photographs of Before and After • Plans approved by HPB DOS Form . I.HR3E101292 • Historic Preservation Property Tax Exemption Application Part 1 —Evaluation of Property Eligibility Read the attached instructions carefully before completing this application. Your application cannot be evaluated unless it is complete and all required supporting materials are provided. In the event of any discrepancy between the application form and other supplementary material submitted with it (such as architectural plans, drawings and specifications), the application form shall take precedence. Type or print clearly in black ink. If additional space is needed,attach additional sheets. GENERAL INFORMATION(To be completed by all applicants) 1. Property identification and location: pp51 Property Identification Number(from tax records): {(p-►1- - 7 • Attach legal description of property Address of property: Street ga.,u N. (\*CC\ af\u City ¶`CC..t.A.6 i 1 \ County ?Ca\rn C.{- Zip Code 3 �� ( ) Individually National Register listed ( ) tally designated historic property or landmark* ( ) In a National Register district In a locally designated district *For applications submitted to the Division of Historical Resources, attach a copy of the local designation report for the property and the official correspondence notifying the property owner of designation. Name of historic district O\c\ SL\pp\ Scluorg_ For locally designated historic properties or landmarks, or properties located in locally designated historic districts,provide the following additional information: r Name of local historic preservation agency/office DEA € e&c k {�1 S T off/( C_ � p� 1 I Mailing Address /CYCD ES* City\ State }I-- Zip Code 3 Telephone Number(SIDI ) 2. e of request: 4 Exemption under 196.1997,F.S.(standard exemption) ( ) Exemption under 196.1998,F.S.(exemption for properties occupied by non-profit organizations or government agencies and regularly open to the pubic) If applying under s. 196.1998,F.S., complete Question 9 on page five. 3. Owner information: 1, Name of individual or organization owning the property 1' ( s t1 ZCt 2 .*r &()12 C) Mailing address -'.. (p N., . Arco ��(L)(f ((... /�, City %. F� State on Ci C( Zip code 3��14 Daytime Telephone Number( ,) g-( O'C1 If the property is in multiple ownership, attach a list of all owners with their mailing addresses. i DOS Form No.HR3E101292 �,e;_ :Ai 00 Page Two-Historic Preservation Property Tax Exemption Application Property Identification Number Ia'3+3_� P L H' 0 SQ-OS t Property Address O-D-k..P 1l� • - t.t.)Z(\-C{\ k(MU�C 4. Owner Attestation: I hereby attest that the information I have provided is,to the best of my knowledge,correct, and that I own the property described above or that I am legally the authority in charge of the property. Further,by submission of this Application,I agree to allow access to the property by representatives of the Division of Historical Resources or the Local Historic Preservation Office ,where such office exists, and appropriate representatives of the local government from which the exemption is being requested, for the purpose of verification of information provided in this Application. I also understand that, if the requested exemption is granted,I will be required to enter into a Covenant with the local government granting the exemption in which I must agree to maintain the character of the property and the qualifying improvements for e term of the exemption. 2A2 '- ' 1C)7-4 2C,.b� t�Q7,0V-..--- Name Signature Date Complete the following if signing for an organization or multiple owners: t` Ar• Title Organization name EVALUATION OF PROPERTY ELIGIBILITY (To be completed only for properties in historic or archaeological districts): 5. Description of physical Appearance: `iiZ A kit) YVe.Z/ c e_„e Xlr-rnrZ. • ok_e_ .....raAls-.A.A.. 0.14_,Likeivide_Q., Date of Construction i-k-15-0S Date(s)of Alteration(s) M'1'S-0S — 4.-Z'00:4 Has building been moved? ( )Yes ( lo If so,when? 6. Statement of Significance: V Ck 1• ln e 14 a o fs DOS Form No.HR3E101292 . 09/03/00 Page Three—Historic Preservation Property Tax Exemption Application Property Identification Number 1a'1-{3-H(a- OS$- 0°S Property Address •D D-(D N • %L Nkt. . Abutv Q Q.\ (� 3' 7. Photographs and maps: Attach photographs and maps to application. 11 (CAI I a P vwcap e. LL-Petaiced 10A_AAAJ-e-Ar • pl&-C4-00(p,otpk.Z.-7;-- cdielei,261 \s_ Q eilARA DOS Form No.HR3E101292 Revised 09/03/00 our Historic Preservation Property Tax Exemption Application Part 2—Description of Improvements (To be completed by all applicants): Complete the blocks below. Include site work,new construction,alterations,etc. Property Identification Number p.- - 11ct- CAS'- COS I Property Address . -( . S W n Q 4 , .�tt�+ 2ye.cec- , .3 1-11-1 Feature j C3 aO rPkack. f22.,v l U Describe work and impact on existing feature: Approx.date of feature.(��,.., 1 „ , \ 1 O�Q Describe existing feature and►its`-coondition: CIDWYUiff �� 0 ali- a�v 100.,462..) cuikbL Photo no. Drawing no. - Feature 2 OLGd 6Thkti- . Feature Describe work and impact on existing feature: Approx.date of feature Describe existing feature and its condition: Photo no. Drawing no. Feature 3 Feature Describe work and impact on existing feature: Approx. date of feature Describe existing feature and its condition: Photo no. Drawing no. DOS Form No.HR3E101292 Revised 09/03/00 Page Seven-Historic Preservation Property Tax Exemption Application Property Identification Number H(.o OS$005 Property Address Q RSA Zja, Vj2Ittt 4 1Z 3 3 i 49 Property Use(To be completed by all applicants); 1. Use(s)before improvement: �Qt(_p,nk-- c.,‘ 2. Proposed use(s)after improvement: Ze...s.,,ur,kto,k Special Exemption (Complete only if applying for exemption under s. 196.1998,F.S. (property occupied by non-profit organization orgovernment agency and regularly_open to the public): NOTE: Applicants should check with local officials to determine whether or not the exemption program offered by their municipal government and/or county allows the special exemption provided by s. 196.1998,F.S. 1. Identify the governmental agency or non-profit organization that occupies the building or archaeological site: 2. How often does this organization or agency use the building or archaeological site? 3. For buildings, indicate the total useable area of the building in square feet. (For archaeological sites,indicate the total area of the upland component in acres) square feet( ) acres( ) 4. How much area does the organization or agency use? square feet( ) acres( ) 5. What percentage of the usable area does the organization or agency use? 6. Is the property open to the public ( )Yes ( )No If so,when? 7. Are there regular hours? ( )Yes ( )No If so,what are they? 8. Is the property also open by appointment? ( )Yes ( )No 9. Is the property open only by appointment? ( )Yes ( )No DOS Form No.HR3E101292 Revised 09/03/00 Pa!e Ten Historic Preservation Property Tax Exemption Application Part 3—Request for Review of Completed work Upon completion of the restoration,rehabilitation or renovation,return this form with photographs of the completed work(views of site improvements, exterior and interior work for buildings) to the Division of Historical Resources or the Local Historic Preservation Office, as applicable. These photographs must provide a comprehensive description of the completed work. They should be the same views as the before photographs included in Part 2 of the application.Type or print clearly in black ink.The fmal recommendation of the Division of Historical Resources or the Local Historic Preservation Office, as applicable,with respect to the requested historic preservation property tax exemption is made on the basis of the descriptions in this Request for Review of Completed Work. 1. Property identification and location: '/ Property Identification Number:/a'9/3 -- 6,//'/7 T 9- Q 51- 005/ Address of property: Street 4,74 4 /V, Su)//J tea #4✓C . City&/rQ y &each County��///,L & 4 Zip Code 35 se v� 2. Data on restoration,rehabilitation,or renovation project: y— n�+ Project starting date f1r// �� d 6 Q6- Project completion date: i -- (V(,t, 000n- Estimated cost of entire project:$ f o?rJ72o7 Ste, oS O 611, \A, Estimated costs attributed solely to work on historic building r archaeological site:$ a a 3. Owner Attestation: I hereby apply for the historic preservation property tax exemption for the restoration, rehabilitation or renovation work described above and in Part 2 of the Historic Preservation Property Tax Exemption Application (Application) submitted for this project. I attest that the information provided is, to the best of my knowledge, correct, and that in my opinion the completed project conforms to The Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings, and is consistent with the work described in Part 2 of the Application. I also attest that I am the owner of the property described above or, if the property is not owned by an individual, that I am the duly authorized representative of the owner. Further, by submission of this Application and Request for Review of Completed Work(Request),I agree to allow access to the property by representatives of the Division of Historical Resources or the Local Historic Preservation Office,where such office exists, and appropriate representatives of the local government from which the exemption is being requested, for the purpose of verification of information provided in the Application and this Request. I understand that, if the requested exemption is granted, I will be required to enter into a Covenant with the local government granting the exemption in which I must agree to maintain the character of the property and the qualifying improvements for the term of the exemption. I also understand that falsification of factual representations in this Application or Request is subject to criminal sanctions pursuant the aws of Florida. YC6/1USTJA2.4b ./CQ27O C/J/ // Name Signature D e Complete the following if signing for an organization or multiple owners(See next page for additional owners): Title C Organization name Mailing Address aeon /d, 5 w/17 fon Ate. �J Sicf City ��/� VD�t�! State � Zip Code 33 Daytime Telephone Number(S`/ aZ 7 g- 6 O 7 DOS Form No.HR3E101292 Revised 09/03/00 Page Eleven—Request for Review of Completed Work List Additional Owners: Name Street City State Zip Code Name Street City State Zip Code Name Street City State Zip Code If there are additional owners,provide the indicated information for each on a separate sheet of paper. REVIEW OF COMPLETED WORK For Local IIastori Presrvation Office or Division Use Only Property Identification Number/02.-113 I 6 r/7.T y-0,57 Q 0s7 Property Address 0261 6 /L , S wI n fon !4 e ., De leas./ I�Jea.C,, L 3 3 V si yt The'ocal Historic Preservation Office ( )Division has reviewed Part 3 (Request for Review of Completed Work)of the Historic Preservation Property Tax Exemption Application for the above named property and hereby: Determines that the completed improvements to the property are consistent with the Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings,and other criteria set forth in Chapter 1A-38,F.A.C.,and,therefore,recommends approval of the requested historic preservation tax exemption. ( ) Determines that the completed improvements to the above referenced property are not consistent with the Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitating Historic Buildings,and other criteria set forth in Chapter 1A-38,F.A.C.,and,therefore,recommends denial of the requested historic preservation tax exemption for the reasons stated in the Review Comments below. • R view Co ents: � �L.��" .� 44. '. ► GASegog2--bIS p} 0C-Picr- "'-� to .i3:. -• t ^-�h:,.'S -' t, V.,.. r� Vff "m µ • 4 f i�,v V1�w Mf�SN o� FccE �,.'a �oe£tc� = w co ' IJALP Roc -)-f14 c.Z w A Guy{ A)N Ch s a : -.',.-=4,_ - - - ''! is.-z, : / Et, sx r IN s �� 4 y�'u% r 'e 3 sz�ao� a -�• '� ,s w _ri e ;.4t t k .I E of @ l�t 'y ;�g�AA�\+�1� CU= \ �J. - i _ - -� . . + ? 'ten} SDI°.. - !!__• 7 _r 'xZ 4 .s:...mi�+. d h � �•`r {$�E4 . : 1i R 'c a;::,£ �..� r. � ;;meo ...-7ir.,Q . •� ry .`' {. .t j �• S )�P. � yr S h��sn?� T, ��G c k),. Side �Le� S1�ow�� . 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GUT R __ICJ . a L1J 6 F'-' ' ASPHALT "'/r� "' in' Q Y DRIVEWAY r>. 4 • -3 �O CONC. >!>>�T'r>� i - 8A0 w '- r - 9 A/C - 21.50 N 't SCREEN ' ❑ ,n / .� • M PORCH 212.80' '1'4\ {/ �l rn 1 •' d' ^ ra, + co 19.45' / �!� LOT-5 M PROPOSED �.-cL BLOCK-58 LOT-6 2-STORY^ 2.05' REMAINDER BLOCK-58 o ADDITION LOT-5 3.00' 1-STORY M /� �\+-,, LOT-7 LOT-7 BLOCK-58 Res. #226 LL/LOT-7 BLOCK-58 BLOCK-58 I , o )BLOCK-58 REMAINDER I - ' m / \ L, I �� / \ Jk' 1i� 11.65' ,/ 21.50' \\ 8.93' cai 0 1 1�.i0 10.80' a flo oI + 1 +'!,c l WOOD J 212.80'O'L 42.20' �r -0 1 ROOF ... Lc!� I b 1' I; CONC. <'°r i CL ROOF 'I t2 i' * :gn PLANTER > 2.02' 0.87' 'P 1�q' �" y'', 62.71' -'�'4 a .40' t �o 'r> ' 1 ,, I "1 h W ✓ 9• POOL ,,J i W_ 9J C r O b ,y +l 1 pb U' O � a N D rn 4, I , I - 1 z� WOOD 0.96' (12.40' -PsCONC. _ 62.62'-, i> DECK +� '_ 0 L _ I�� ' WOOD FENCE fir, >''8' �� S.I.R. S S.I.R. 5 8" - 1'38'52"E �,�o L.B. 7114 �o l' rnRR b GIITTFR 1 B. 7114>!�a'e _WOOD_ 76.00' >s5 �.. 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Agent: Roger Cope, Authorized Agent Project Name: Rozzo Residence Project Location: 226 North Swinton Avenue , �.3P The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with the construction of an addition to the extant contributing dwelling located at 226 North Swinton Avenue (Rozzo Residence), pursuant to Land Development Regulations (LDR) Section 2.4.6(J). = m The subject property consists of the south one foot(1') of Lot 5, Lot 6,'`and the north one-half (1A).`:ofLot 7, Block -58, Plat of--Metcalfs Subdivision of Blocks 50'and 58, Town of Delray. Located on the west side of North Swinton Avenue, approximately 286' north of NE 2nd Street, the property is zoned Old School Square Historic Arts District (OSSHAD) and is within the Old School Square Historic District. The property contains a 1,490 square foot contributing, one- story, Spanish Eclectic style single-family dwelling, and a 250 square foot contributing, Frame Vernacular style accessory garage. While the City's records indicate that the contributing single-family dwelling was constructed in 1920, there is no definitive build date for"the accessory garage. However, based upon the variation in architectural styles, it would appear that the garage was constructed at a later date, possibly in the late 1920's. The existing swimming pool, located to the rear(west) of the dwelling, was constructed in 1962. Earlier,.this year the interior and roof of the extant contributing single-family dwelling were damaged by fire. This has resulted in the demolition of the majority of the interior as well as repairs to the roof and electrical systems of the dwelling. Prior to commencing with the reconstruction of the dwelling interior(for which a building permit has been issued), the+property owners have elected to move forward with a proposal to :construct a "two-story addition to the south.side of the extant contributing dwelling for which a Certificate of Appropriateness (COA) has been submitted: The proposed addition will add 1,888 square feet to the existing dwelling and will consist of two bedrooms and a bathroom on the first floor and a master bedroom suite on the second floor. It is noted that the construction of the proposed addition and interior reconstructiony would occur simultaneously. •a' VJ'*1:4 }Yei 4'Tiy4 < xt�l=�`S � .? -.`_.`� u3.+- y '9,?Y - r^x i .. r . � � '-L- l S �'IVA YS1S s> � es �,.� +`-^ems, '�'rA'w;9, .. �� ruw..,.x..:e: •c- � ��un-�+�..w-,z.. .� � , ��'�f,G�.�Gzg ''��o�z��4,°� *. LDR Section 2.4.6(J) -Certificate of Appropriateness: Pursuant to LDR Section 2.4.6(J) (5), the Board must make a finding that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Future Land Use Element of the Comprehensive Plan and specifically with the provisions of LDR Section 4.5.1. Meeting Date:December 15,2004 Agenda Item:III.C. Historic Preservation Board Memorandum Staff Report 226 North Swinton Avenue (Rozzo Residence)—Old School Square Historic District(COA 2005-027) Page 2 Future Land Use Element Objective A-4: The redevelopment of land and buildings shall provide for the preservation of historic resources. The objective shall be met through continued adherence to the City's Historic Preservation Ordinance and the following policies: Policy A-4.1: Prior to approval or recommending approval of any land use or development application for property located within a historic district or designated as a historic site, the Historic Preservation Board must make a finding that the requested action is consistent with the provisions of Section 4.5.1 of the Land Development Regulations relating to historic sites and districts and the "Delray Beach Historic Preservation Design Guidelines". LDR Sections 4.5.1(E) (4) and 4.5.1(E) (7), provide guidelines in evaluating Certificates of Appropriateness for the alteration or addition 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 or7naintenarrce 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 of 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-contribut►ng_building, structure, or site. lh addition, LDR Section 4.5.1(E).(8) states that all improvements to`buildings, structures and appurtenances'within'a historic`distrct 81 all`be visually compatible and-that visual compatibility shall be determined upon'criteria' (a) through (k). The criteria applicable to-the development: proposal are as follows: (a) Height:.The height of proposed buildings or modifications shall be visually compatible in • comparison or relation to the height of existing structures and buildings. (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 historic district. The relationship of the windows and doors to the height of windows and doors among buildings within the district shall be visually compatible. (g) Relationship of Materials, Texture, and Color: The relationship of materials, texture, and color of the .facade o-f-R building shall be visually compatible with the predominant materials used in the historic sites,buildings, and structures within a historic district (h) Roof Shapes: The roof shape of a building or structure shall be visually compatible with the roof shape of a historic site, building, or structure within'a historic district (j) Scale of a Building: The size of a building, the building mass in relation to open spaces, windows, door openings, balconies, and porches shall be visually compatible with the. building size and building mass of historic sites, buildings, and structures within a historic district. Historic Preservation Board Memorandum Staff Report 226 North Swinton Avenue(Rozzo Residence)—Old School Square Historic District(COA 2005-027) Page 3 The Secretary of the Interior's Standards for Rehabilitation recommend that: El 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. O 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 Delray Beach Historic Preservation Design Guidelines include the following with regard to additions: O Locate an addition as inconspicuously as possible, usually to the rear or least public side of a building. O Additions or accessory structures should not be located in front of the established front plane of a historic building. O In a historic district, consider the surrounding buildings and the compatibility of the addition in terms of size, scale, materials, mass:and roof form. O Insure that the addition is secondary and subordinate to the main mass of the historic building. Additions that overwhelm the original building are not an acceptable solution. Analysis: As noted above,the proposal is to construct a`1,888 square foot, two-story addition on the south side of the extant contributing single-family dwelling. . The addition will be constructed in the same Spanish Eclectic style as the extant structure as well as being compatible with regard to massing, size, scale and architectural features. However, the addition will be clearly differentiated from the original building. This differentiation will be ensured principally by the height of the addition, but also by the use of a hipped roof as opposed to the flat roof found on the extant structure. As mentioned above, height is one of the differentiating characteristics between the addition and the extant historic structure. While differing from the original building; the height of the'addition (approximately 24') will be visually compatible. Further, the addition is approximately 23' wide as compared to the original structure which is approximately 35' wide. Thus, the addition will not overwhelm the original building and the height of the addition and use of the hipped roof is consistent with the Spanish Eclectic style of architecture. The height as well as the massing, size and scale of the addition will also be compatible with the surrounding buildings within the district. While one-story buildings are the most prevalent within the district, there are numerous two-story buildings as well. , The addition will consist of a barrel tile roof to match the existing and aluminum framed casement windows in the same style as the extant historic building. The palm tree medallion found on the extant building will be replicated and used on the addition. The relationship of the openings in the addition and the materials, textures and colors (white with pale blue accents) of the addition will be consistent with those of the extant building as well as being visually compatible with the overall district. It is noted that the design of the addition, while consistent and compatible with the original structure, is such that it could potentially be utilized separately from the extant historic dwelling. Historic Preservation Board Memorandum Staff Report 226 North Swinton Avenue(Rozzo Residence)—Old School Square Historic District(COA 2005-027) Page 4 As such, modifications to the proposed floor plan may be necessary to eliminate this potential, and staff will work with the applicant to this end. Based upon the above, positive findings can be made with regard Sections 2.4.6(J) (5) and 4.5.1 of the Land Development Regulations as well as the Secretary of the Interior's Standards for Rehabilitation and the Delray Beach Historic Preservation Design Guidelines. • -, a �.'L�. A. Postpone with direction. B. Move approval of the Certificate of Appropriateness for 226 North Swinton Avenue (Rozzo Residence) by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Sections 4.5.1(E) (4), (E) (7), and (E) (8) (a-k), 4.5.1(F),and 4.5.1(J), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the Certificate of Appropriateness for 226 North Swinton Avenue (Rozzo Residence) by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet the criteria set forth in LDR Sections 4.5.1(E) (4), (E) (7), and (E) (8) (a-k), 4.5.1(F) and 4.5.1(J), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. .. . .... ... Move approval of.the Certificate of Appropriateness for 226 North Swinton Avenue (Rozzo Residence) by adopting the findings of fact and law contained in the staff report, and finding that the request and;approval;thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Sections 4.5.1(E) (4), (E) (7), and (E) (8) (a-k), 4.5.1(F) and 4.5.1(J), the Delray Beach ;Design Guidelines,: and the Secretary of the Interior's Standards for Rehabilitation. Attachments: Survey,Site Plan,Floor Plan and Architectural Elevations Memorandum Staff Report Prepared by:Robert G.Tefft,Senior Planner -NE +Nt!II OVER 30 YEARS EXPERIENCE swo. NORTH S : ; ±v N 'W T 0r TOM R/1/ Jr, 1/4 Oft ;L P Zi N Ji ro O� ��E. 'f' po < 1S PAtilSll41Y a �� o _moo. tf, . :� 4. CC 0'CCU. �'�i v4 �4,_day. 76.00' _ N0136'r52!W * -kc Q SiCi4a. e, t'� � IT 261' 0 Ming I , PLANER Uzi' I 'SJ R S/v f- 0011<: ( J I sj a, A IAN N I- 3: t �, I11 Q I D ►Y ,J, �1 J 1 3 d� I - CQNi. �. `- .aaf IN`r I PORCH _ 29.97' ': 114 ,,,, L 13.°1' v1280'19.45' I� LOT-5 YF'I I.. ' I BLOCK I I "-= L I -.58 N ... a;, L0T-5 3.00' 1—STORY' ^ - Acr_ LOT-7 L0T-7 BLOCK--58 Res 1226 �y..7C BL:00O-58 LOCK-5 F>L EV E . 23.1T BL O 1i `8 ROUNDER 1 .":GAR. ELEV.-21846 i[ 'b I11.30 10.80' 11.65' I , 30.43' i� c, 11 '� )egoor rn rn e t 40' 1i,ItI �v I I ID k• .4 POOL. .t i I > '.1,... -4 hoop 0.96' 2.40 s,, - 6262,. -f 01 1( 'F • 0.4T I. 41 ?r, a COIIG 2.'axe 4z C _• I 4 ea. 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I c lwae ma r way Irau.wa aft n.r+4lr sru...0 C ® r 0wwww.nWu � � �0 .nr trra r.oau a JI. ., ' /> �wR1I 11.r Awn:4r al4awwl 'beg. .L`CALJI. :li Y pa.l.�MMO..W�nW rorww MO 6 ._ - /.vema ro r wsaro .6pd4p.+4 w3. m 2ND ��.FLOOR PLAN °"° � WA&,4414 r.r NEW OONATRLIOTION 2ND FLOOR AREA! �', Duail..411110Vall wHl wv..YYa I. •N Gwu4 Mo. MA.40.1.44 MWN AAZI PLAN _ A3.O • 1 I 2 1 a 1 4 r n -, 'e . 7 , A _t a 1 In r u r 12 1 to 1 IS N I • N i i o•� • Illls_ I'rI ..^n n nn....!•`•,.. Ware wwL la.waWPM. - r..... .......n PM.Mw.e to WI. y, K �/ �a ., r' e� 0 ,tea • ,+, I K w .. ..a '.� ��w " w 41 -. ol Imo •a C.I pin INu' ��' — • z• - .. IIII11111 ' - - IIuI IIIIII o = .... ... ( PIN'Luce O i • ..�b1:o.a....N..... j I CC�E 1 0 C N.'Y COe1NCTO1 IMP.TO IIVr.NFe 12 U Q H W N N EAST ELEVATION ,W„ly„p1•„O1t,,,CK,p N o _ o gg d - ' N g N 1 rr'- if__ ,U., :..►.�..l.�. 1r.;1fW/'�.:rrW/'./WJ4/nd'�r./'�1..1/1�-e+. r � iV i P� i i ,r• 4 v. U iI ' wi I %j . I EWi rwlw.Ww %j U 1 till UM , tool owl .NRF....•._._. -�' ia I O O . = O O O❑ lint .l9 • Y y -, 100 g fl I 10o aoo U U 1 .. ac We1N01G IKnuN , HOW C9WIM1V101 FL N.. WEST'.ELEvATION SOUTH ELEvATION ho."N•' 61 .N.cA C^D_fll[ D.r. NNW 11.100. _ G...No. ^ A4 PROPOSED ELEVATION • I I A4.O ea.t Mo.tart..,,, toot • DELRAY BEACH DELRAY BEACH I•M�LiwC'i _ WI-NaaicaGry HISTORIC PRESERVATION BOARD IIIP MEMORANDUM STAFF REPORT ��II�4r 20Li1 - - 1993 2001 Authorized Agent: Larry Battisti Applicant/ Property Owner: Ronald L. Platt Property Address: 204 Dixie Boulevard/205 NE 5th Terrace, Del-Ida Park Historic District HPB Meeting Date: October 17, 2007 File No: 2007-366-COA ITEM BEFORE THE BOARD The item before the Board is consideration of a Certificate of Appropriateness for the replacement of original wood windows on a contributing structure located at 204 Dixie Boulevard/205 NE 5th Terrace, Del-Ida Park Historic District, pursuant to LDR Section 2.4.6(H). BACKGROUND/PROJECT DESCRIPTION The subject property consists of the southwesterly 25 feet of Lot 14, and Lots 15 and 16, Block 10, Del-Ida Park, and is located on a .47 acre site at the intersection of Dixie Boulevard, NE 2nd Avenue, and NE 5th Terrace. Located within an RO (Residential Office) zoning district, the property contains a contributing, Mission-Revival style structure. A contributing garage, constructed in 1930, was demolished in 2003. At its meeting of June 4, 2003, the HPB approved a Class V Site Plan application and associated waivers for the conversion of the single family residence to an office building which included the following: • Conversion of a 1,153 sq. ft. one-story, single family home to office; • Construction of a 3,283 sq. ft. office addition on the front façade (west) of the extant historic building; • Demolition of a 372 sq. ft. contributing outbuilding (garage) in order to accommodate the construction of a new 1,090 sq. ft. detached office building; • Construction of a twenty-five (25) space asphalt parking lot including one handicap accessible space and five compact spaces; • Installation of a brick sidewalk, fountain, associated landscaping, and refuse container area; and, • Waiver requests to LDR Section 4.6.9(D)(3)(c)(1) to reduce the required vehicular stacking distance, and LDR Section 4.6.16(H)(3)(d) to reduce the required landscape strip on the northern property line of the parking area from 5' to 3'. On August 21, 2007, a permit was submitted for the removal of the original wood windows and installation of aluminum windows. The permit was denied by Staff on August 27, 2007 as material changes on contributing structures cannot be approved administratively and require HPB consideration. It should be noted that the Staff Report considered by the Historic Preservation Board for the aforementioned development proposal noted the following: • "The one-story, flat roof, frame dwelling displays original detailing such as wood frame windows (with the exception of the west elevation),...": 204 Dixie Boulevard/205 NE 5`''Terrace,2007-366-COA HPB Meeting of October 17, 2007 Page 2 of 4 • "The building will be rehabilitated based on its original vernacular footprint and a 3,283 sq. ft. addition will be constructed to the west." • "No elevation changes are proposed for the historic building to accommodate the conversion." As previously mentioned, the proposal is to replace all remaining wood windows with aluminum windows. The submitted COA notes the replacement of ten (10) window openings "to match the existing style" and "to match the previously changed opening using the same style." ANALYSIS LDR Section 4.5.1(E)(4), and (E)(8)(g) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features.The applicable standards 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. The following Standards apply to the subject application: 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. (Standard 2) The removal of the original wood windows and subsequent replacement with aluminum will significantly alter the character of the historic property as there is a great distinction between the muntin profile of a wood window and an aluminum window. Therefore, the intent of this Standard has not been met. Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a historic property shall be preserved. (Standard 5) Again, wood windows contain details that are lost when replaced by aluminum windows. Therefore, the intent of this Standard has not been met. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. (Standard 6) As stated above, if the deterioration requires replacement, the new windows "shall match the old". Aluminum windows do not match wood windows in that the distinctive muntin profile is lost, which subsequently affects the historic character of the structure. Further, it should be proven that the existing windows cannot be repaired. Therefore, the intent of this Standard has not been met. (E)(8) All improvements to buildings, structures, and appurtenances shall be visually compatible. Visual compatibility shall be determined in terms of the following criteria: The following Standard applies to the subject application: 204 Dixie Boulevard/205 NE 5 Terrace,2007-366-COA HPB Meeting of October 17, 2007 Page 3 of 4 (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. Predominant window materials used in historic sites, buildings, and structures of this age are wood. As the proposed material is aluminum, the intent of this Standard has not been met. The following is suggested by the Delray Beach Historic Preservation Design Guidelines regarding window replacement: • Retain distinctive windows which feature a sash, muntins, glazing, sills, heads, hood molds, paneled, or decorative doorjambs and moldings and shutters and blinds. • Changing the historic appearance through inappropriate design materials or adding a finish or color that changes the sash, depth of reveal, the reflectivity, or the appearance of the frame should be avoided. • Replacing viable windows should be avoided. • When new windows are required, their replacement with the original material is always most desirable. • The Historic Preservation Board will consider other materials or cladding on a case-by- case basis, provided that the new windows match the originals in their profile, configuration and any other character-defining feature(s). The proposed window type does not meet the intent of the above noted guidelines in that it will not retain any of the original and distinctive features displayed in the wood windows, it will change the historic appearance of the structure, and evidence has not been submitted regarding the state of the windows and their viability. Analysis The new construction and its associated materials has been presented to justify what will be installed in the historic structure. However, the details and characteristics of the original wood windows provide the differentiation between the old and the new required by the Secretary of the Interiors Standards for Rehabilitation. Further, either repairing the existing windows or replacing them with identical wood frame windows would be the most appropriate methods to comply with the applicable LDRs, the Delray Beach Historic Preservation Design Guidelines and the Secretary of the Interior's Standards for Rehabilitation. In the past, the Board has approved aluminum window frames for properties in historic districts; however, they have been primarily approved for either non-contributing buildings or new additions to contributing structures. In order to allow the replacements to comply with good preservation practices, it is recommended that approval is given for the installation of aluminum frame windows on the condition that the existing window configuration and type is maintained and that all windows are either wood or aluminum clad wood frames. Based on the analysis above, positive findings can be made with respect to the LDR Sections noted throughout the Staff Report, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to conditions. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2007-366) for 204 Dixie Boulevard/205 NE 5th Terrace, Del-Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the 204 Dixie Boulevard/205 NE 5-Terrace,2007-366-COA HPB Meeting of October 17, 2007 Page 4 of 4 Comprehensive Plan and meets criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the Certificate of Appropriateness (2007-366) for 204 Dixie Boulevard/205 NE 5th Terrace, Del-Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. (Motion to be phrased in the affirmative. See above) RECOMMENDATION Approve the Certificate of Appropriateness (2007-366) for 204 Dixie Boulevard/205 NE 5th Terrace, Del-Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request is consistent with the Comprehensive Plan and meets criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions 1. That the windows are replaced with either wood or aluminum clad wood windows of the same type and configuration as those that originally/currently exist, and; 2. That photographic documentation of the windows to be replaced is submitted. Report Prepared by: Amy E. Alvarez, Historic Preservation Planner Attachments: • Photographs • Window replacement plan • Window specifications �st s �,'• 1,f it u� F a 44FZ-u ,C � y ,: K 1; I t""^9K �'tYh e� h S.. .S F T Wit---- .R.._ '^-... K. i . t tS�*fa H�'+r.F law ...,..._.'-� t -I _ .L' .—,,-.. R4°94m�t 7wni,ai+! `� .'^�-,.c R _ R"^'4£i} �,� ..._ • F ,� v„ 'max ! 1.• 4[ t _ 7,yY'�„ - -..1 "ate t��is� -.� t� - e c - ma x ra ..:t k S' -t { ,� ' -- y was i' .,4 °'�s' t • o - ' f . i T k J, 1' 2 z �ivaai �s� • -z•c 4�f�h, z r'cc 5 � �E S.; Pi. 01rr S` } '� xt s9sRr>as• ._;vim " .,s` _ ': .ng'FRgF r- . - .. ... '7' • •. 4• ro w-a�e�ar m , tit { " : 4 ''I I S ,- --. . _.. ' S " ' ` 'z. S 0 -tea .. t` .„sue T': 'r V• ` i' i1r"bit.1.-,i..:`^�4' ``b:• e-. @ aSa g,S ' s:.d• .xfy ) r (4:V:27: vto-,,KII _.,',!.,1,Pislt,..1!s_ .,_.1..--_ ,''-';'-qr. :,. i''''..=t-t:r:if,f;',,,is,-7.. q.-;1';- ::::•:::-S.:',-'.',.' 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OFFICE:(561)735-3238 FAX;(561)738-0687 - •Sfnesemmossfylelgepfticeaamisat. f, 8/7/200B 10 : 32 : 12 AM Christy McGee PGT Industries Page 16 M IAM WADE CoUN't9f =: - .: MlAttiiI-DADS COUNTY,FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE(BCCO) 140 WEST FLAGLER STREET,SUITE 1603 PRODUCT CONTROL DIVISION MIAMI,FLORIDA 33130-1563 (305)375-290I FAX(305)375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodconline.com PGT Industries 1070 Technology Drive Nokomis,FL 34275 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(AHJ). 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 AHJ (in 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 AHD 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 Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 2"x Heavy Wall Aluminum Tube Clipped Mullion-L.M.I. APPROVAL DOCUMENT:Drawing No.6223, titled"2"Heavy Wall,Elevations Aluminum Tube Clipped Mullion",sheets 1 through 5 of 5,dated 04/28/00,with revision"C"dated 05/03/06,prepared by PGT Industries, signed and sealed by Robert L.Clark,P.E.,bearing the Miami-Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall 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 NOA. 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 Building Official. This NOA renews NOA#04-0528.06 and consists'of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. - Thc submitted documentation was reviewed by Jaime D.Cascon, P.E. ovGlC04. i,64` NOA No 06-0125.08 s +6` Expiration Date: June 28,2011 S l 1 Approval Date:June 08,2006 GVP��Q Page 1 Continuation of partially transmitted fax. 8/7/2006 10:32 : 12 AM Christy McGee PGT Industries Page 17 , 1 . ANCHORS OET/JL .17., ' ANCHORS DfTAr( '$. ANCHONS UE fA1C A *C.OR *D"AT BOTH c C OR •D.AT BOTH \ENDS AND AT BOTTOMS ANCHORS DETAIL 'S�� =-I� `ENDS AND Al BOTTOM .C.OR %)-ROTH ENDS \ rATICHOR5 DETAIL A ` . \_I W AIF ` \ w .. WWII ANCHORS DETAIL l3; P, MULLION I�i \ � G.OR b.BOTH ENDS ! h- . \ _ L___ MULUGNSINTRA H ( - / MULLION H = Hi+H7 t1 ill,�I( / (I) WINDOW MULLED III MucL1DN5 H , � L'ti'/ONE ABOVE T FOP.OETERM ING MAX ALLOWABLE 7 DESIGN PRESSURE SEE TABLES f ON PACE 5 —n•I •2 I L�t „.. MAX OPENING=H OR HI/HO IV= W I i•W2 1 2 3 �----wf_ yy7 H = Ni+H2 W = 41+W24-W3• (2) WINDOWS Kit I FD H = H1+-H2 W- 117+142 .eo-AsYu.0 W/ONE ABOVE MITE TIP,E WINDOWS MULLED (2) WINDOWS HULLED TOGETHER yzerti� .644 FOR DETTRM/R(NG NAY ALLOt4A E w/ONE ABOVE FOR DETENMGVNC RAY RLOEABCE A'..'.+.!._. sAU DES7CI!PRESSURE SEE TABLES DESIGN PRESSURE SEC TIMES T f riaoiI I ON PAGE 5 FOR OERRNARIA•G MIX ALLOWABLE '.� MI) MAX OPfTTINC H C/i HI MODESIGN PRESSURE RE CABLES ON PACE S .4*. Olt PACE 5 MAX OPENING = W OR WI+K2 - MULL LENGTH= W OR NIllIS MJ) MAX OPENING=NOR NI NO HULL LENGTH=N 1(2)MAX OPEMNC= N ON NIIWZ MULL LENGTH. = N OR WI+412+WJ AAA(LEnCM=HI MI) MIX OPENIVC= Nl+IWZ OR W2+W3 MU(L LENGTH. = HI • vLOTES,• TO DE USED ONLY WITH PC;rINDUSTRIES PRODUCTS I. THE JJ 1/3Z STRESS INGOt/SC HAS NOT DEEM USED IN THE DESIGN OF /1,.7 F.X 7/,§/06 9-RCnSE MgnruCC THIS PRODUCT. FOR ANC7ICRACE TYPE. QUANTITY AND LOCATION. REFER Z r• ir rX.i 5/5 'z-" TO SHEETS Z• J AND 5. i-/ `-�GEC ItRf `-��F/ `44�-`INDUSTRIES P.P. i4/20/Ln 2. WINDOWS AND DOORS OR COMBINATIONS THEREOF MAY OF MITI rim TO A .5 I% L' o•" .. MAXIMUM OF(7) UNITS. /j 2* HEAVY WALL, ELEVATIONS J. MULLIONS ARE A4PROYEO FOR IMPACT AND NON IMPACT APPLK:AT/DNS. /F narwwr,R.a.-» ALUMINUM TUBE CLIPPED MULLION "tabu(•._tea.t•.: .....e.... t�=.: •i..c --_... 4. REFERENCE TEST REPORTS: FTL-2902, 200J AND 2075. rt Jrmu - .a trot'=T 'fn'.,+�•, l p„,u"t.I .a cra.a .,,. _- MULL, NISI I .. 5 B22_7 IBC L___ Continuation of partially transmitted fax. 8/7/2006 10 : 32 :12 AM Christy McGee PGT Industries Page 18 • 7 Eh' SLf.S _ 112 7T1 SUS PG7 2a LIULLIO d-OR 6"- 1' PC7 2x MULLION-. _ r k 2"` ..IAGG£REO ON \,_ !'�4 J 6"- STAGGERED ON _t---2'L : i , 2IOCESUUCK OTHER) CONCRETE/ EACNOTE J 1,.....:. Y:- (( 21(FfP '°'-='�-�'! I (To. --- PGT 1 :.:-.^ 1� Lc 8 1�(ITP 1/4" TAPCON _ +1----_-- /-SEE NOTES 1 Jr J 2x MULL ION 7 T 112 SCR£H, 11 MITI.": :. if NI.M. ' ..;. •.' `...1/... SEE NOTE J 4 : { '::. FOR 2"MULL 1 _——— 1 52 �•_�.-- 1�'PICAL MULLION TO STRUCTURE k'ITH ROOD 'TYPICAL MUI LION TO MULLION INSTAIIATION DETAIL A" IICK P,F1fOVFD FROM CONE DETAIL C' OR 6" 12 EH SUS STAGGERED ON -4'OR 6- 112 Ft4 SUS STAGGERED I 1 —2 1 I ON OPPOSITE SLUES(SO I T NTEE SIDES (SO AS NOT 5 NOT 70 INTERFERE STD NTERFERE WITH EACH OTHER) PGT 2x MULLION I WITH EACH OTHER) 7 MIP1— SEE NOTE J ,MVL WOOD I _ SEE NOTE 1 � /'BUCK :t: : t/4- APCON SE£NOTSrJ lam') SEE N07E J PCT 9x MUrt ION— •4MiN. '..-. ;.r•':_ Pr 6,N.IY. . ( WOOD-RUCK _ SOB 4 41 TYPICAL MULLION TO STRUCTURE.- WITH _" -" __ _ TYPICAL A!UI IION TO SLRU WOOD RUCK DETAIL 9" -.� .%._-' -"- WOOD BUCK AND CONC.. DETAIL 'J" N OT - iL NIB.........�(,....•r'....-.- ,. :..• OFTAJ SSTTH - . I. TOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY. L'SE ONLY MIAMI-DADS ` COUNTY APPROVED MASONRY ANCHORS MINIMUM DISTANCE FROM CENTER OF 3 ANCIIOIIS TO CONCRETE EDGE is 2 I/2" ELCO 1/4"SS4 CRETE-FLEX' •-.•-_ :;._�T.J:�`'•�-,':�`�:;- ANCHORS MAY BF USED INSTEAD OF 1/4" TAPCONS PROVIDED EMBEDMENT IS -2 INCREASED TO 1 J/4". TO SE USED ONLY WITH PET INDUSTRIES PRODUCTS 2. 1/4" TAPCONS OR ELCO I/4"SS4 CRETE FLEX MASONRY ANCJIORS MAY DE .,.,�0„ USED INSTEAD OF/12 SCREWS FDA' WOOD APPLICATIONS. F.K. ,.,,,. ,*,..„, A4C1U.1Q J. FOR MULL SIZE AND QUANTITY OF ANCHORS SEC SHEET 5. FOR ANCHOR °"''H' O. °i0 • f.x: 5/.l;04 C_ftl OIL MIS Slit LOCATIONS SEE SHEET J. QUANTITY OF PINNING SCREWS FOR MULL-TO-CUP -� .."a,: (TMINIM HALF UM H OF THE SIT EOF ANCHORS FROM CLIP TO OPENING. .//L//J'� .�� INDU TRIES � E�Oo 4. IMPORTANT: QUANTITY OF ANCIIORS SHOWN ABOVE ARE FOR PN•TOR(AL' " •"� 2" HEAVY WAI L. CLIP INSTALLATION DETAIL REPRESENTATION ONLY. FOR CORRECT QUANTITY Cr ANCHORS, REFER TO rx.. CHARTS 1 AND 2 CM SHEET S. FIND DIE APPLICABLE MULL SIZE AND $• '5j/' 'warc.ws,1 , ALUMINUM TUBE CLIPPED MULLIONPRESSURE REQUIRED FOR YOUR SPECIFIC APPLICATION. AN.:AN.:L aw.Pr ,,.Y.w.rux s.."....,,,. I...' , I0-.. ,� 5. REFERENCE TEST REPORTS:FTL-2902, 290J AND 2975. :_ - .10.1 .II' ' MLtLS I NTS r 2 N 5 67J3 PC Continuation of partially transmitted fax. 8/7/2006 10 :32 : 12 AM Christy McGee PGT Industries Page 19 0 1 ♦♦ 6 './2- J V/N. CA.-J/�)/J 'ulN. • EM1N. )�j_' {,um t M.?+. A J co.SP. I I B • IA MN. 1 6 `) + 4. $L A A A,A�qv I MAX, - Nilo 3 M LY. 'S Y' ei-4A.%1_I I LtMS a `. 1 :u2I. s MIN. A�t/2. I ArA-.,/<)/ i U01.I 7'�)L,I CLIP I A, L__;;;_� A. -J CD. SP. .q 1 I EXTRUSION OW.1'513 (.5)ANCHOR LOCATIONS (41 ANCHOR LOCATIONS (6)ANCHOR LOCATIONS (8) ANCHOR LOCATIONS iMIN. FROMr i MN. FR04 'yiN. FROM _ MR+. (r ) ENDS or) ENDS(mv BENDS(tYP) ENDS(TYP) �f y MiN. MfN. •8 birN. b MIN. (yP) (lYP) r_ (rip) 1ratrs i ' I8 b Tg ligl 1A :: :: :: . S. F / I a A/2�e n I A A%2�d laL—(:t•-.)/r)/J—) I a.., A' • 2'MULL CLIP (3)ANCHOR LOCATION. (4) ANCHOR LOCATIONS (6)ANCHOR LOCATIONS an ANCHOR COCA RONr, IY/TABS REMOVED EXTRUSFTV DWG/S7J 70 SE USED ONLY WITHs�.POr INDUSTRIES PRODUCTS c F.X, I. /06 C-ARS J-4 ROLE APP.- CLIP WIDTH CHART NOES: .�y� f K .i7J/06 6:AA'1 VI5205 AO FOR it T1UL f. AIPORTANT:IJUATTY OF ANCHORS SHOWN ARE FOR ,/ ` 7 .n/ .i E- INDUSTRIES ('•J.P. 4/26/00 NULL SIZE A' Pti TLR1AL REPRcSyTATION ONLY. FOR C0.4REG7 DUANTITY '+ ' R- 2 x 4 r 1/4 J 7/16' OrARCHOR$ PLEraE RRTR TO CHAR15 I AND 2 DN j/ t' - 2 HFAW WAI L-, ANCHOR IOCATIONS SHCET S. FIND Tf CCRRECF MKC S/IE ANO PRCSSURE % 2 x 6 r 1/4 5 7 16 RCOUIRCO roi YOUR SPECIFIC APPUCATKX+. J / '°'° ..r..`. ,., ALUMINUM TUBE CLIPPED MULLION .1/. ! rorow n 2. RCFERENCF TEST RFPORT5 ER-2902, 2903 ANO 2975. '.4'r el.......el.......f r. r.°.ear I,”:n j•`�+'^"^ ++w• ' ' 1 w. — s: w;e' "�"'O"'�'Lw" MULLS TITS 3 5 6223 C Continuation of partially transmitted fax. ' 8/3/2006 10 : 32 : 12 AM Christy McGee PGT Industries Page 20 4 --6 ..-- 1 I i ,-1 -12 32 4 11 2 2 1. • 4 ,1 1 4 4 '+=6.lb acemame Its ce 2x HLAVY WALL MULLS MAT'L: 6063—T6 IT0 BE USED ONLY WITH POT INDUSTRIES PRODUCTS FK. I/�}9/Oa 8-NO CHG MtS ma' '''`1P 3/3/06 6-77Qic IFSS 3N.! . / IN E P.J.P. 4/28/00 NO IF, //�.-L(/ 4 - 2" HEAW WAIL, MULLION PROFILES S J�e.L Iola rtO UOU, 4" 11 1. REFERENCE TEST REPORT ill-2902, 2903 AND 2975 // .a:n.z R alJJs .ALUMIi.Ub! TUBE CL(PPcU-MULLiUPJ 'Wa.:.1.S..,l vL AU.SW 1s2iv l/L.I�! (.I.: f�:- p�.y_A y,t ' it J39712 Npl' ,Jl J12J1 ]4..u..1 "MULLS l r 4 w 5 Fi223 C Continuation of partially transmitted fax. 8/7/2006 10 :32 : 12 AM Christy McGee PGT Industries Page 21 I CHART 2.-2x6x.250 OPENING WIDTH IN INCHES - Vertical Mull 50 60 70 80 90 100 110 120 130 160 ANCHOR (3)A1(4)A (3)AI(4)A (3)Aj(4)A (3)A (4)A (3)A1(4)A (3)AI(4)A (d)AI(4)A (3)AI(4)A (3)AI(4)A (3)A!(4)A . TYPE d CITY. (6)B 1(8)B (6)B 1(8)B (6)B;(8)B (6)B!(8)B (6)B 1(8)B (6)B I(8)B (6)B (8)0 (6)B 1(8)0 (61 81(8)0 (6)81(8)8 LI•a Multiple Mulled Units 42 170 1 170 170! 170 170 i 170 170 1170 170 1 170 170! 170 170 1 170 170 1 170 170 1 170 170 i 170 =e^-9m 48 170 ! 170 170 1 170 170 1 170 170 1 170 170 1 170 170 1 170 170 1 170 170 1170 170 1 170 170 1 170 _1I r 50.625 170 1 170 170 1170 170! 170 170 1 170 170! 170 170 1 170 170 1170 170 1 170 170 1 170 170 1170 I_openn9—I w I w S4 170 1 170 170 1 170 170 1 170 170; 170 170 170 170! 170 170 1 170 170 1170 170 1 170 170; 170 N7dtn Length14,2 s 60 170 1170 170 1 170 170 1170 170: 170 170 170 170 1 170 170 1 170 170 t 170 170 1170 170 1 170 z 63 170 i 170 170 170 170E 170 170 1 170 170 1170 170 1170 170 1 170 170) 170 170 1 170 170 1170 Horizontal Mull I Z 66 170 1170 170 1 170 170 1170 170! 170 170 170 168 1 170 162 1170 159 1 170 158 170 158' 170 2 72 170 170 170 i 170 170) 170 165 1170 154 I 170 146 1 170 140 1 170 136 1 170 134 1 170 133 1170 I I nIn L0 76 170 1170 170 1170 168; 170 154 ( 170 143E 170 135 1 170 129 1 170 125 1 166 122 1 162 119! 159 07,119 w wen w •78 170 1170 170 1 170 162 1 170 148 1 170 138 1 170 130 1 170 124 1 165 119) 159 116! 155 113; 151 1Y A . 84 170' 170 166 1 170 148) 170 134 1 170 124) 166 117' 155 111 1 148� 106 1142 103 1137 98 1 130 j90 170 t 170 153 1170 136 1170 123 i 164 113: 151 106 1 141 100 1 133 96 1 127 92 I 123 86 1 176 __,Mo I—I 96 165 i 170 142; 170 125• 167 113 1 151 104; 139 97 ! 129 91 1 123 87 ; 115 83 : 109 77 1 98 Lc 9In ) 108 144 1 170 123 1 163 109 1 141 98 1 125 89 1 112 83 1 102 78 195 73 ! 80 70 183 63 1 73 111 140 1170 119 II 154 105 1 133 94 1 118 86 106 80 ' 97 75 1 89 71 i 83 67 11 78 61 ) 68 144 105 1 108 89 i 90 78 ; 78 69 1 69 61 ) 61 56 ! 56 51 1 51 47 1 47 44 144 37 : 37 CHART 1.-2x4x.250 OPENING WIDTH IN INCHES reu 50 60 70 60 90 100 110 120 130 160 !C37ES: .ai s.o9 ANCHOR (3)A (3)A (3)A (3)A (3)A (3)A (3)A (3)A (3)A (3)A 1.MAXIMUM ALLOWABLE PRESSURE IN PSF. r • Tn7ita airl. -- TYPE&QTY. (6)B (6)B (6)B (8)B (6)B (6)B (6)B (6)B (6)B (6)B 2.UESTUN IS BASED ON OPENING WIDTH. :OR MULTIPLE UNITS. !e 42 170 170 170 170 170 170 170 170 170 170 CONSIDER ONLY TNC ADJACENT UNITS AT A TIME. SEC SHEET I. 48 170 170 170 170 170 170 170 170 170 170 J.R£FERFNCE TEST REPORT FTL-2902, 2903 AND 2975 50.625 170 170 170 170 170 170 170 170 170 170 • W 54 170 170 170 170 170 170 170. 170 170 170 4.ANCHOR TYPOS:A 1/4-TAPCON = 60 170 170 170 170 170 170 170 170 170 170 B. j12 SCREW U 2 63 170 170 170 170 170 166 162 160 159 159 2 66 170 170 170 170 170 154 149 146 145 145 TO BE USED ONLY WITH PGT INDUSTRIES PRODUCTS F 72 170 170 166 152 142 135 129 125 123 122 M S-RI c7 76 170 170 154 141 131 124 119 115 112 109 , `1-.7: If9/06 ra-RFNSE AAVORI,CE W 78 170 167 149 136 127 119 114 110 107 104 -., i,'•" ir —,,,7 s,,,,.. -Ro.CirC ms sm 84 177 153 136 124 114 107 102 96 94 90 J' !r�io *P.JP. 4fe/Oo 1 90 163 141 125 113 104 97 92 88 85 79 / -%/c.-•�' INDU T 1E5 96 151 129' 112 100 91 83 78 73 69 63 /`/ ��, 2,,.HEAVY WALL, PRFSSURE CHARTS 1 & 2 108 107 90 78 69 62 57 53 49 47 41 �.�fFe ianrccaraoc-oerf ."' 111 98 83 72 63 57 52 48 45_ 43 37 Wen,.:>: ALUMINUM TUBE CLIPPED MULLION 144 45 37 _ 32 28 26 23 21 20 18 16 ii:a.wa I wro.ar,rt nna drt/LL NW5 5 r.-.M6223 C Continuation of partially transmitted fax. • T MIAMNDADE COUNTY MIAMI-DADE COUNTY,FLORIDA 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) www.buldingcodeonline.com PGT Industries 1070 Technology Drive Nokomis,FL 34275 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(AHJ). 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 AHI(in 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 Florida Building Code,including the High Velocity Hurricane Zone. n DESCRIPTION:Series SH-700 Aluminum Single Hung Window-L.M.I. I I APPROVAL DOCUMENT:Drawing No.4040-20,titled"Alum Single Hung Window,Impact",sheets 1 through 11 of 11,dated 9/1/05,with revision B dated 11/13/06,prepared by manufacturer,signed and sealed by Robert L.Clark,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING:Each unit shall 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 NOA. 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 Building Official. This NOA revises NOA#05-1018.01 and consists of this page 1 and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. S tCJh NOA No.07-0322.06 _ Expiration Date: March 23,2011 Approval Date: June 07,2007 ��(1\r� Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 4040-20,Sheets 1 through 11 of 11,titled"Alum. Single Hung Window, Impact", dated 9/1/05, with revision B dated 11/13/06, prepared by manufacturer, signed and sealed by Robert L. Clark,P.E. B. TESTS 1. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4957,dated 10/03/06,signed and sealed by Edmundo Largaespada, P.E. 2. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 •'1, 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window,with fin frame,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-4958,dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window,Impact,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5063,dated 11/21/06, signed and sealed by Edmundo Largaespada,P.E. 4. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window,Impact,prepared by Fenestration Testing Laboratory,Test Report No.FTL- 4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA#05-1018.01) aA4Irte,0 Manuel Pe ,P. . Product Control Ex ' er NOA No.07-0322.06 Expiration Date: March 23,2011 Approval Date: June 07,2007 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung, Window, Impact,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4647, dated 08/11/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA#05-1018.01) 6. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window, Impact,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-4648,dated 08/10/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA#05-1018.01) 7. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window,Impact,prepared by Fenestration Testing Laboratory,Test Report No. FTL- 4649,dated 08/11/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA#05-1018,01) 8. Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Small Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 3603.2(b) and TAS 202-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window,Impact,prepared by Fenestration Testing Laboratory, Inc.,Test Report No. FTL-4650,dated 08/11/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA#05-1018.01) 9. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window, Impact,prepared by Fenestration Testing Laboratory,Test Report No.FTL- 4649,dated 08/11/05,signed and sealed by Edmundo Largaespada,P. (Submitted under previous NOA#05-1018.01) Manuel Per E. Product Control er NOA No.07 22.06 Expiration Date: March 23,2011 Approval Date: June 07,2007 E-2 • PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an Aluminum Single Hung Window;Impact,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. F'TL-4646,dated 08/11/05,signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA#05-1018.01) 11. Test reports on 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of Aluminum Single Hung Window,Impact,prepared by Fenestration Testing Laboratory,Test Report No.FTL- 4723,dated 10/05/05, signed and sealed by Edmundo Largaespada,P.E. (Submitted under previous NOA#05-1018.01) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2004, dated 12/18/06,prepared,signed and sealed by Robert L. Clark,P.E. Complies with ASTM E1300-02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05-1208.02 issued to E.I. DuPont DeNemours for"DuPont Butacite®PVB"dated 01/05/06,expiring on 12/11/10. 2. Notice of Acceptance No.03-0827.08 issued to Solutia Inc.for their"Solutia Interlayer"dated 03/04/04,expiring on 03/04/09. F. STATEMENTS 1. Statement letter of conformance and no financial interest,dated 03/16/07,signed and sealed by Robert L. Clark,P.E. 2. Statement letter of code compliance, dated 10/12/05,signed and sealed by Robert L. Clark,P.E. G. OTHER 1. Notice of Acceptance No. 05-1018.01,issued to PGT Industries for their Series SH- 700 Aluminum Single Hung Window—L.M.I.,approved on 03/23/06 and expiring on 03/23/11. anuel P.E. Product Contr .ner NOA No. 22.06 Expiration Date: March 23,2011 Approval Date: June 07,2007 E-3 J ® GENERAL NOTES:IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS • 1.GLAZING OPTIONS:(SEE DETAILS ON SHEET 2) A.5/18"LAMI CONSISTING OF(2)LITES OF 1/8'ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. B.5/16'LAMI CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER C.5/18"LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. D.7/16"LAMI CONSISTING OF(2)UTES OF 3/16'ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER, E.716'LAMI CONSISTING OF(1)LITE OF 3/16'ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. F.7/16'LAMI CONSISTING OF(2)LITES OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. G.13/16'LAMI IG:(1)LITE OF 1/8-HEAT STRENGTHENED GLASS,AN AIR SPACE AND 5/16"LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. NOA DRAWING MAP H.13/18'LAMI IG:(1)UTE OF 1/8'HEAT STRENGTHENED GLASS,AN AIR SPACE AND 516"LAMI CONSISTING OF(1)LITE OF 1/8"ANNEALED GLASS AND(1)LITE SHEET OF 1/8"HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER I.13/18"LAMI IG:(1)LITE OF 1/8'HEAT STRENGTHENED GLASS,AN AIR SPACE AND 6/16'LAMI CONSISTING OF(2)LITES OF 1/8"HEAT STRENGTHENED GLASS GENERAL NOTES 1 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. GLAZING DETAILS 2 J.13/16'LAMI IG:(1)LITE OF 1/B"HEAT STRENGTHENED GLASS,AN AIR SPACE AND 7/18'LAMI CONSISTING OF(2)UTES OF 3/16'ANNEALED GLASS WITH A DESIGN PRESSURES 3 .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ELEVATIONS 4 K.13/16'LAMI IG:(1)LITE OF 1/8"HEAT STRENGTHENED GLASS,AN AIR SPACE AND 718'LAMI CONSISTING OF(1)LITE OF 3/16"ANNEALED GLASS AND(1)LITE VERT.SECTIONS 5 OF 3/16'HEAT STRENGTHENED GLASS WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB. HORIZ.SECTIONS — 5 L.13/18"LAMI IG:(1)LITE OF 1/8'HEAT STRENGTHENED GLASS,AN AIR SPACE AND 7/16'LAMI CONSISTING OF(2)UTES OF 3/18"HEAT STRENGTHENED GLASS PARTS LIST 6 WITH AN.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. EXTRUSIONS 7 hp.13/16*LAMI IG:(1)UTE OF 118'ANNEALED GLASS.AN AIR SPACE AND 5/10'LAMI CONSISTING OF(2)LITES OF 1/8"ANNEALED GLASS WITH AN.090 DUPONT BUTACITE OR CORNER DETAIL 7 SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER. ANCHORAGE 8-11 2.CONFIGURATIONS:"OX"(1/1,VIEW AND RADIUS TOP,ALL W/LOW OR HIGH SILL OPTION) g.DESIGN PRESSURES:(SEE TABLES,SHEETS 3) A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02. 4.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5.SHUTTERS ARE NOT REQUIRED. 8.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. ®7.REFERENCES:TEST REPORTS FTL-4645,FTL-4648,FTL-4647,FTL-4648,FTL-4849,FTL-4650,FTL-4651,FTL-4723,FTL-4957,FTL-4958 AND FTL-5063. ANSI/AF&PA NDS-2001 FOR WOOD CONSTRUCTION PRODUCT REVISED ADM-2000 ALUMINUM DESIGN MANUAL PRODUCry EVIwith E Melds IlaidIn Code 8.SERIES/MODEL DESIGNATION SH700,ALSO REFERRED TO AS SH701. AecepteseeNe - 3 .(X Dee 201/ 9.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.CURRENT EDITION INCLUDING THE HIGH VELOCITY ® HURRICANE ZONE(HVHZ). 9 /7/ Ae.ed by, a...aer Dr. CHANGE NOTES 3&7.ADO TOTE 9.ADO C1iASS TYPE M to7e 1ECHNOL Or ORNE GENERAL NOTES r�� d 7 F IC 11H317B B MNOTE I.GIA7/NO OP7ON3 NOK0MIS,FL34275 Tee Doer Ree/otr. ALUM.SINGLE HUNG WINDOW,IMPACT FJC 1D4i06 A ADD F77..4729 TO NOTE 7. P.O.BOX 1829 Robert L.t7erk,P.E. n.,,.ar Dar ced ee.oar NOKOMIS.FL 34274 Vutbly Berk* ewwu✓ ' S. nrvw. PE A30712 FJC 911105 J.J. 2/23107 sH7C0 NTS 1 d 11 404020 8 Swa mI ) ) • ® NOTE: O O ITES MAY BE UPGI 10 RA ED TO 3/16'OUTBOARD LWRH NO CHANGE �� n f1 I^Z r IN DESIGN PRESSURE. , in I 112'NOM.L GLASS BITE 4 I GLASS BITE I 1 �EXTERIOR INTERIOR 1,11 (ALL SECTIONS) 37 0 ® 0 80,81 or 82 • 83,84 or 85 1111 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS 090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER _...4-1-jf 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/18'ANNEALED OR HEAT STRENGTHENED GLASS 6110'NOM. 7/18"LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 0 r=2 n n r I., 1/2'NOM. �� I 1/2'NOM. 41111 46 GLASS BITEFGLASS BITE om I .I III o 1111 niwinh ® PRODUCT REVISLD C6,87,88 or 9) 89,90 or 91 111111111 Act,``i;4 ,2oU CO 0 ��/ to Eutrattoge .b •r--1/8'ANNEALED OR HEAT STRENGTHENED GLASS -- -�--3/16'ANNEALED OR HEAT STRENGTHENED GLASS -- .090 SOLUTIA OR DUPONT PVB INTERLAYER -+ .090 SOLUTIA OR DUPONT PVB INTERLAYER 1/8'ANNEALED OR HEAT STRENGTHENED GLASS 3/18"ANNEALED OR HEAT STRENGTHENED GLASS 5/18'LAMINATED - 7/16'LAMINATED AIR SPACE -- AIR SPACE -- - -1/8"ANNEALED OR HEAT STRENGTHENED GLASS® 1/8'HEAT STRENGTHENED GLASS 13116'NOM. — - 13/18"NOM. 13/16"LAMI IG GLASS W/5/16"LAMI 13/16"LAM!IG GLASS W/7/16"LAMI �v Fined M o•ix newslove wroTaraL06YDRNE ii GLAZING DETAILS /1" F.K f f11388 B ADD REM 92 TD sae IAMI I.O.nu-44(A,AA16 L4MI IG momNOKOMIA,FL size „".a,, Doe a..d� ALUM.SINGLE HUNG WINDOW,IMPACT F.K 1,24 V8 A NO CHANCE THIS SHEET P.D.BC,UC 1519aritabikt _ _ RoDert L Clark.P.E. O.n 6: P. c..4.4�a... I NOKmss.FL 34274 Vft 5 Better sFnm Full 2 s f 1 o..v�4a40 ZO B swa 1 F.K 91105 J.J. 223N7 . = J 1/1 FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 1. - BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0" WIDTH GLASS TYPE 63" 66" 68" 70" 72" 74" 76" w MEETING RAIL 48" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 HT. 60" A,B,M +80.0 -80.0 +80.0 •80.0 +80.0_-80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +79.0 -79.0 62" A,B,M g +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.8 -78.8 +77.3 -77.3 +75.9 -75.9 "X" S/{SH 63 1/8" A,B,M® +80.0 -80.0 +80.0 -80.0 +79.6 -79.6 +78.2 -78.2 +76.9 -76.9 +75.4 -75.4 +74.0 -74.0 1 UP TO 53 1/8" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80.0 +80.0. -80.0_ +80.0 1 -80.0 +80,0 -80.0 +60.0 -80.0 +80.0 -80.0 STANDARD VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION® TABLE 2. -*-,� BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS WINDOW HEIGHT "0" WIDTH GLASS TYPE 38 3/8" 44" 60 6/8" 63" 72" 74" 76" W 48" A,B,M® +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 1 -80.0 +70.0 -70.0` +70.0 -70.0 +70.0 -70.0 HT. MEETING RAIL �� 50" A,B,M® +80.0 -80.0 +80,0 -80.0 +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 "X- S�gSH 62' A,B,M1 +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +78.9 -76.9 +70.0 -70.0 +68.8 418.8 +67.6 -67.6 631/8" A,B,M® +80.0_-80.0 +80.0 -80.0 +80.0 -80.0 +75.0 -75.0 +68.0 -88.0 +68.7 -68.7 +65.5 -65.5 UP TO 63 118" C,D,E,F,G,H,I,J,K,L +80.0 -80.0 +80.0 -80,0 +80.0 -80.0 +80.0 -80.0 +70.0 -70.0 +70,0 -70.0 +70.0 -70.0 CUSTOM VIEW&RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/HIGH SILL OPTION® TABLE 3. „- BASED ON FLANGED WINDOW TIP-TO-TIP FRAME DIMENSIONS w , T. WINDOW HEIGHT MINUS SASH HEIGHT(MAX.WINDOW HT.W/SASH.76"FLANGED AND 76"INTEGRAL FIN) "O" MINUS WIDTH GLASS TYPE 171/8" 22 11/16" ; . 28 3/18" 33 3/4" 39 5/18" 44 13/16" 50 3/8" 5516/16" w - SASH 53 118" D,E,F,J,K,L +80.0 1 -80.0 +80.0 -80.0 +80.0 1 -80.0 +80.0 1 :80.0 +70.0 -70.0 +70.0 -70.0 +70.0 -70.0 +70.0 1 -70.0 HT. HT. - MEETING RAIL T)t GLASS TYPES: TEST REPORTS TABLE 4- X• A.5/18"LAMI-(1/8"A„090,WA) F71-4647,4648,4723,4957 _.-_._ _ 'OM '�/��H B.6/16"LAMI-(1/8"A„090,1/8"HS)......_____ __ _-.. _---_._ F,TL-4847,4648 ..__..--_ - ______ C.5/16"LAMI-(118"HS,.090,1/8"HS) - _ FTL-4847,4848 D.7/16"LAMI-(3/16'•A,.090,3/16"A)..._.._ ________ F11-4845,4885 E.7/16"LAMI-(3/18"A,.090,3/16"HS) FTL-4845 F.7/16"LAMI_(3/16"HS,.090,3H8"HS)_______-__ ---. -_..-•---.--_.-FTLr1845--- _ _.--.---.---_ _ rUCT eoa0�mg**.with W Milt WIWI Code G.13/16"LAMI IG-1/8"HS,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A)__ F R-4846,4723 ___ .--_-_. Magoon Me - .OG H.13/16"LAMI IG-1/8"HS,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"HS)________ F7L-4846 -_-_ --_-. Elpkatfr e 2�1 I. 13/18"LAMI IG-1/8"HS,AIR SPACE,5/16"LAMP-(1/8"HS,.090,1/8"HS) FTL-4846 BY ----___ -- --- - magi J.13/18'LAMI IG-1/8"HS,AIR SPACE.7/16'LAMI-(3/16"A,.090,3/16"A) F11-4849,4650_ _ K.13/16"LAMI IG-1/8"HS,AIR SPACE,7/16"LAM3/16"A,.090,3/16"HS) --_--- FTL-0649,4650,4958 _ -P-( _ L.13/16"LAMI IG-1/8"HS,AIR SPACE,7/16"LAMI-(3/16"HS,.090,3/16"HS) ___ --FTL-4649,4650 _ -_-- -- M.13/16"LAMI IG-1/8"A,AIR SPACE,5/16"LAMI-(1/8"A,.090,1/8"A)A FTL-6063 NOTES: 1.WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF+84.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN® /� PRESSURES ARE UNEFFECTED. 2.FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1•FROM THE FLANGED TIP-TO-TIP FRAME DIMENSIONS. ��' 3.AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 6/8"MINIMUM TO 38"MAXIMUM.® . � rrw K or..• n,.r„c 0..0193, DESIGN PRESSURES ro.aeF a.+< UM . IiPWTETTJAS7f/El9G?a2.RE1J17VE6TDVhWS�1.,NXiRfFTA6(EZ1070TEcx1NOt.00voRNE _ �G �7 F,K 11/1300 1l REVISED CUSTOM FORMATOPS.ADDNT,FIN.UPDATETESTNOS NOKOMIaS ALUM.SINGLE HUNG WINDOW,IMPACT / F.K. 124/06 A ADOFTL-4723TOGASSTYPESAAHDG. PA.BWt® RcbertLClerk,P.E. sr. a.dBy.arc I NOKOMIS,F15t274 Vitt*Better r...u.�e rr, w..e aws•w" ar PE KI9712 F.K 9/1'D5 J.J._ 2/73•D7 811700 NTS 3 + 11 4040-20 B Structural ) ) ) • 53 1/8"MAX.FLANGED WIDTH 52 118"MAX.I.F.WIDTH 49 5/8'MAX FIXED D C DLO(ALL) F _ 1 11- 11 75' AX. 75'MAX. / \\ 75'MAX. EE DLO STABLE 0 , D-..I HEIG® STABLEOA O % A HEIGHT SEE DLO 2 C j HEIGHT L_ ___ _,____ . _ 78' ®MAX. 76'MAX. FLANGED � _ - FLANGED I FLANGED HEIGHT — —I — ..----- HEI HTL --------- HEI HT SEE DLO 38 /16" TABLE X / ASH SEE DLO X j S E SEE DLO S E (MAX.) HEI HT TABLE NO E 4 TABLE I NO E 4 1 L _._ . ...,_ _.. . . __ 48 1/4'MAX. VENT DLO(ALL) DETAIL B DETAIL C DETAIL A • VIEW(STANDARD SASH) RADIUS TOP(STANDARD SASH) 1/1 8 E-••--I --- - VERTICAL DAYLIGHT OPENING 75"MAX. 7-/ --- ' \\ 75" FIXED LITE I.F. -J IIG' LOW HIGH HEIGHT E HEIGHT SEE DLO SEE DLO DETAIL SILL SILL TABLE 2 , ® TABLE 0 j ® A 34 1/2" 34 3/16" 76"MAX. 78 AX. B 41 5/8" 41 1/4" FLANGED FLANGED C 41 1/4" 40 7/8" HEIGHT HEIGHT D 52 5/8" 52 11/18" E 521/4" 52 5/16" - — — - - — ' • _-_ __ .-_.___-- SASH raaaucr azimut 20" SEE DLO TABLE X j 20" LOW HIOH p yiNeC•411 SEE DLO TABLE X % SASH _ SASH DETAIL SILL SILL Accept:xslM - .0 HEIGHT HEIGHT A 34 112" 34 3/16" f — _ _ — } B 27 7/16" 27 1/8" er . DETAIL D • DETAIL E C 27 7/16" 271/8" Dsdt^"daf D 16 3/8" 15 3/4" VIEW(CUSTOM SASH) RADIUS TOP(CUSTOM SASH) E 16 3/8" 15 3/4" - TABLE 5. NOTES: 1.SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2.SEE SHEET 7 FOR CORNER DETAIL VIEWS. 2' " 4.SASSHEETS IGH 8 THROUGH D FOR ANCHORAGE INFORMATION.S ® �// 4.SASH HEIGHTS FOR STANDARD SASH WINDOWS(DETAILS B S C)ARE BASED ON A THREE OVER TWO FORMAT.® //!/�--- ArrAd7 ,MO TECHNOLOGY CHINE ELEVATIONS �/5-7 F.K. 11/13'08 8 ADD IM-ORAL FIN(1.F.)VERSKX$CNO.NOTE 3.ADO NOTE 4. Nacos,FL s�zra "" / r+.aar a.. a"rds .. ALUM.SINGLE HUNG WINDOW,IMPACT p ��,CaA P.E. FK 12lN8 A NO CHANGE THIS SHEET P.O.KA = �� f� �� n,.; ' a..Hs,: o,.r n.n.e4•cat. NOKOWs,FL 34274 V1ribb,Bruer 37i7''' i 4 s 11 4040-20 B sPEEv0Gurn F.K 9/1.05 _ J.J. 2/307 _ _ • _ I 1--2.784'—►{ NOTE:MIN,(1)SWEEP LATCH AT VENT CENTERLINE OR ® OPTIONAL BOTTOM LOCKS,(1)8'FROM EACH SIDE OF SASH. NOTE:BALANCE PARTS USED INSIDE MAX.VENT DAYLIGHT OPENING ® BASED ON SASH WEIGHT 0 Ij'= INSIDE 9,10,11,15,14140 111 la i tra MI" MAX. 111 — -=-'�, 2.710' FIXED -,--,- II. = � LITE 7,8 0R 17 ® i___rossimmon _ > DAYLIGHT HI � 11 OPENING _J�� Elm r liiI ® I MAX.FIXED LITE DAYLIGHT OPENING OUTSIDE MAX.WIDTH O SECTION A-A • OUTSIDE INTEGRAL FIN(I.F.)FRAME SECTIONS® INSIDE 0111 ® I "III"ate m 0 • MAX. I •• IS HT II HIGH ��h(d OUTSIDE I (�'i' SI L ��1 �mir-o! imir MAX. IMMO VENT ' 0DAYLIGHT ` ® HIGH SILL LOW SILL HEAD JAMB OUTSIDE/ OPENING \ - - - - - - - - - /1\1 ® 0 I.F.® FRAME 2.�10' II Pa9000T REVtsi, 11 .• ,kr a•F1r1M Itt.,_.j1r-� OUTSIDE I 4 Ateeptroa Nil— aT� O natPak - ,2orr • 2.946' 1 tli ! 52 (LOW SILL) (HIGH SILL) • „A `slii II ,A SEE NOTE ABOVE A0 0 0 CO ULTRALIFT ONLY ° ULTRALIFT SECTION RADIUSOCP f ' — ALTERNATE HIGH SILL (HEAD DETAIL-FLANGED VERSION) (LOW SILL SHOWN) 1070TECNNOLOGIORIVE SECTIONS 4 ,/7 F.K 11/1308 B ADD LP.SECTIONS&CONSOUAATE BAL.COMPONENTS NCK0M18,R.34775lral n''' „n•dbr ALUM.SINGLE HUNG WINDOW,IMPACT Robert L.cm x.P.E. F.K 1/24/06 A NO CHANCE THIS SHEET P.O.PDX 1CD — mob. w.- Dram Dar a wd be CowNOKOMIS,FLS1271 Viably Burr PE030712 F.K. 9/1R75 J.J. 1/13a1 MI= Heif 5 + 11 4040-20 B Structural ) . ITEM DWG.# DESCRIPTION PGT# MN DWG.# DESCRIPTION ' PGT# 1 4002A FLANGE FRAME HEAD 612225 80 1635 SCREEN SPLINE-.135 DIA HARD 61635K 2 1155 #8 X1.000 QUAD PN.SMS 781PQA 61 SCREEN CLOTH 61816 3 4003C FLANGE FRAME SILL(LOW SILL) 612226 83 505 GLAZING CHANNEL(.688 X.500) 8533402 5 1828 ADHESIVE OPEN CELL FOAM PAD 7PAD1826 84 1161 #6 X1.000 PH.BUGLE TEK 706X1 6 4004 FLANGE FRAME JAMB 612227 67 GLAZING TAPE,1/16 X 12-7/16 L tM 62BV1510 7 4025 SASH STOP 812244 A. 68 4051A SASH BOTTOM RAIL(HIGH SILL) 64051 8 4025 SASH STOP(EGRESS)1.125 LONG 612244 69 4050A FLANGE FRAME SILL(HIGH SILL) 84050 ' 9 4029 SPIRAL BALANCE.3l8",5/8',OR 11/16" 70 SILICONE,D0W 899,995 OR EQUIV. 10 1080 BALANCE COVER,3/8"OR 5/8" 6BALCVR916 i 80 A GLASS,5/16"LAM,(1/6"A.090 PVB,1/8'A) 11 #8 X,750 PH.PN.SMS 7834AA 81 B.GLASS,5/18"LAM,(1/8"A.090 PV13,1/8"HS) 12 BALANCE BOTTOM BRACKET 7BALTBKT 82 C.GLASS,5/16"LAM,(1/8"HS,.090 PVB,1/8"HS) 13 10B5/1086 SASH TOP GUIDE 42504 ® 83 D.GLASS,7/16"LAM,(1/8"A.090 PVB,1/8"A) 15 #6 Xi PHILLIPS FLAT HEAD S.STL 78X1 FPAX 84 E.GLASS,7116"LAM,(1I8"A.090 PVB,118"HS) 16 1080-1 BALANCE COVER,11116" 6BALCVR870 ® 85 F.GLASS,7/16"LAMI,(1/8"HS,.090 PVB,1/BINS) 17 4053 SASH STOP COVER 84053 86 G.GIASS,13/16"LAM IG;1/8'HS,AIR SPACE,5/16"LAM,(1/8"A.090 PV13,1/8"A) 18 4029-1 SASH BRACKET 7ULBRKT 87 H.GLASS,13/16"LAM IG;1/8"HS,AIR SPACE,5/16"LAM,(1/8"A.090 PV3,1/8"HS) 19 #8-32 X 1/2"LG.PH.FH.TYPE F.S.STL 7832X12FPFX 88 I.GLASS,13/16"LAM IG;1/B"HS,AIR SPACE,5/16"LAM,(1/8"HS,.090 PVB,1/8"HS) 21 4054C FIXED MEETING RAIL 64054C ® 89 J.GLASS,13/16"LAM IG;1/8"HS,AIR SPACE,7/16"LAM,(3/16"A.090 PVB,3/18"A) 23 4008C SASH TOP RAIL 64006 90 K.GLASS,13/16"LAM IG;118"HS,AR SPACE,7116"LAM,(3118"A.090 PVB,3116"HS) 25 1235 WSTP.,.170 X.270 BACK,FIN SEAL 87S16G 91 L.GLASS,13/16"LAM IG;1/8"HS,AIR SPACE,7/16"LAM,(3/181HS,.090 PVB,3/16'HS) 26 1096 SWEEP LATCH 71098 92 M GLASS,13/16"LAM IG;1/B"A AIR SPACE,5/16"LAMI,(1/8"A.090 PVB,1/8 A) 27 1016 #8 X.625 PH.FL.SMS 7858 _ 2. 28 4007 SASH BOTTOM RAIL(LOW SILL) 612230 30 1226 WSTP.,BULB VINYL 8TP249 2.784 31 4008 SASH SIDE RAIL 612231 082 34 1288 SASH FACE GUIDE 42501 35 1622 LAM SETTING BLOCK 3/32"X 25/84"X 1" 71822K 1. 0 3, 5 36 1052 LAM IG SETTING BLOCK 1"X3/4"X1/16" 71052K 37 1224 VINYL GLAZ.BEAD BULB(THICK) 6TP247W,K• • 38 1225 VINYL GLAZ.BEAD BULB(THIN) 6TP248K 41 4039B GLAZING BEAD,5/16 LAM GLASS. 84039E 47 FRAME,I.F.HEAD 42 40448 GLAZING BEAD,5/16 LAM W/GRILL KIT 644703 .• ® #4071A,6083-T6 44 4222A GLAZING BEAD,7/16"LAM 64222 O FRAME,I.F.LOW SILL 45 985C GLAZING BEAD,7/16"LAM W/GRILL KIT 6985 2.90 ®48 46 4087 GLAZING BEAD,13/16"LAM I.G. 64067 #4072A,6063-T8, 47 ' 4071A FRAME,I.F.HEAD 64071 ® t'RODUCTmum) 48 4072A FRAIyE,I.F.LOW SILL 84072 A ■eeap7i.i with M Mil kI/Wan Cod 4073A FR ,I.F.HIGH SILL 64073 As FRAM. o . 2 06 50 4074E FRAME,I.F.JAM 3 64074 ® D.er 20// 52 4009 SILL LATCH(EGRESS) (LOW SILL) 764009 .082 NOM iv " 1088 SPRING,SILL LATCH(EGRESS) 7SPRNG THICKNESS 4. 71 0 T.ti ?redact 54 2740 SILL LATCH(EGRESS)(HIGH SILL) 62740 2.11-----2.374-1 Mi 55 1014 SCREEN FRAME(HOR.8 VER.) 61014 I �M 56 1630 SCREEN CORNER KEY WRINGS 71830 fI THICKNESS 57 1631 SCREEN CORNER KEY W/OUT RINGS 71831 58 1073 'SCREEN SPRING 7CASP 59 1624 SCREEN SPLINE-.135 DIA FOAM 61624K 50 FRAME,I.F.JAMB ®O 49 FRAME,I.F.HIGH SILL ®O #4074B,BOBS-TB #4073A,6083-TO (USED AS RADIUS TOP HEAD) , G-------_ 'w..ah M" A.,ro.c Aftroom +bm+A: Die M+ ADO L F.FRAME ITEMS 47 48,49 ANDS°.UPGRADE ITEM 21. 10701ECHNCLF GY DRIVE PARTS LIST F.K 11/}SUB B ADP/TE4/9a C/1Q,QE$(RIPTTCN ITEMS 7,9 d 13 Ng C*50.FL 31T76. O: A- 7_ ALUM.SINGLE HUNG WINDOW,IMPACT F.K 124106 A NO CHANGE THIS SHEET PO.BOX1S7B Robert L.Clark,P.E. per„g: ar• tward by Or NOK06d8,R.34774 VT.Sib,Jitter. �".M° 'Ass- PE#30712 F.K 9/1/05 J.J. r 223U7 I _ _ SH700 NTS 8 4 11 4040-20 B Structural j ) ® I.F.FRAME SEALANT ALONG ENTIRE JOINT 1 or 47 I © ��I.F.FRAMEQ 062 7 I 1.TOI a 2.830 2.330 L-�1 - - ImII$I 062 I IJ- -� 1. I ,� 6or50 FLANGE FRAME HEAD O #4002A,6063-T6 I.•--2 784--+1Illi I 1749 3 FLANGE FRAME SILL (LOW) IIIIIIiir '�� `I' WELD O #4003C.6063-T6 • 6 Or 50 i1iiiiL ALONG SCREW SEALANT OR GASKET BOSS(2) 2.710 -1.513-H .738 AT HEAD AND SILL .082 "�~.062 �,490 .040 I---1.451-I1 VIEW D-D VIEW E-E (1/1&VIEW HEAD&SILL,RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) O SASH STOP O SASH STOP COVER \ FRAME CORNER CONSTRUCTION O FLANGE FRAME JAMB 7 #4025,6063-T5 17 #4053,6083-T5 1. - #4004,8083-T5 O50 1 (USED AS RADIUS TOP HEAD) --"-I 1.165 1 IL 678 1.342 �i 2.328 1.096- y{ f-�--2 27e--1 082 19 41 -GLAZING BEAD,5/16" 1T T -L #4039B,6063-T5 082Eld •,f� 1.979 1'707 092 SASH SIDE RAIL I •082 1 0 #4008,6063-T5 FIXED MEETING RAIL 0SASH TOP RAIL 0SASH` 21 BOTTOM RAIL(Low) #4054A,8063HD-T6® #4008C,8063HS-T6 #4007,6063-T5 .050_.- '878 050 1 1.098--�--- - -T PRODUCT aewr� 0s7s GLAZING BEAD,5/16" P w the w . 1___232 8 #4044B,6083-75 a -Ptb, No Q�a 1.096-}----�{T (USED W/GRILL KIT) Et till,*pave ,2 1/f 062 2.94s - qq GLAZING BEAD 7/16" 1.--_ r�'u, tPnaoet 3.448 #4222,6063-T5 D r. 2.838E• 1 .883 a .050 .062 _1 878 TI —' 1.097 060 46 GLAZING BEAD, 13/16"IG O )"--2.784--1 1,115 T #4067,6063-T5 . txi,____z z/ 69 FLANGE FRAME SILL (HIGH) SASH BOTTOM RAIL (HIGH) 0GLAZING BEAD 7/16" #4060A,6063-T6 0 #4051A,8083-T6 #985C,8083 T6 (USED W/GRILL KIT) R.wir arc Re... — t per t ^"++ upa+TE FRAME CORNER ASSEMBLY roINCLUDELF. 1070 TE xmoLoor NINE EX p _EXTRUSIONS&FRAME CORNER DETAIL / �, per Nis: ibirbrc nfD UPGRADE r7EM2fAuoY ' 'ate" ■ _ ALUM.SINGLE HUNG WINDOW,IMPACT F.K 1I2M08 A NO CHANGE MX SHEET P.O.BOX 1l09 Robert L.Clark.P.E Drwn br; arc eh.d.aM are UOKOMt8.FL 34274 t�taty Better "e�..,.� ae"c ",.� '"."" a"c PE#39712 F.K ants J.J. 2'23.47 _ 8/r70.1 Half 7 0 11 4040-20 B structural • ) • ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:. • WINDOW HEIGHT- 1. ANCHOR TYPES: 1-114'ELCO TAPCONS 28.603 34.603 40.603 46.603 52.603 58.603 64.603 76.000 3-112 ECREO SS4 CRETE-FLEX SUBSTRATE:` _ A, 3-1112SCREWS . ANCHOR TYPE: �, 0 0 p U ' 0 a U U a U •U a U U 0 U p U U ,, U U 2.ANCHOR LOCATIONS ARE BASED ON THE WINDOW GLASS roONZ ZcnONz 2CoONZ zc.,o z"oNZ 0,-4--Z Z�oNZ ZofoNZ Z N O O ri O.O N O' O N O O C i O O cV O' O cV O O N O O FOLLOWIING DIMENSIONS. WIDTH TYPE U U 0 (.) U U U U U U U U 00 U U HEAD-18 112'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 112'MAX.FROM TOP CORNERS 16"MAX.FROM BOTTOM CORNERS H,I,J,K,L 1 2 1 1 1 1 1,2 1:1 1:2 2:2 1 2 2'2 2 2 2.2 2 2 2 2 2,2 2,2 2:2 2,2 2 2 2:2 2:2 2 2 2 3 2 2 3:3 8'MAX.BELOW MTG.RAIL 19.125 ®SILL-ANCHORS NOT REQUIRED AB,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.2 1 1 1.1 1 2 1;1 1:2 2.2 1 2 2:2 2 2 2,2 2 2 2.2 2 2 2:2 2 2 2,2 2 2 2.2 2:2 2 2 2:3 2 2 3 3 3.INSTALL PER THE ADJACENT TABLE ANCHOR C,D,E,F,G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. H,I,J,K,L 1 2 1,1 1'2 1.2 1,2 1`2 2:2 1.2 2 2 2.2 2 2 2,2 2 2 2.2 2'2 2.3 2,2 2 2 2:3 2:2 2;3 3 3 2:2 3 3 24.000 ®ABLE WIDTH AND HEIGHT DIMENSION ARE FOR AB,M 1 •1 1 1 1 1 1 1 1 1 1 1 1 1• 1 1 i 1 1 1 1 1 .1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 1.2 1 1 1.2 1 2 1:2 1 2 2.2 1.2 2.2 2 2 2 2 2 2 2.2 2,2 2 2 2 3 2,2 2:2 2;3 2 2 2:3 3.3 2'2 3i3 ARE 1"LESS. C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 2 1 1 5.DESIGN PRESSURE LIMITATIONS: H,I,J,K,L 1:2 1:2 2:2 2,3 1 2 2:2 2 3 112 2:3 2 3 2 2'2 3 2'3 2 2 2 3 3.3 212 3 3 3 4 3 2 3.3 3.4 3 3 4.4 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 1 1 1 1 1 1 1 1 1 1 1+ 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLD ITALICIZED VALUE ABOVE THEM.INDICATE A A,B,M 1 2 1 2 2.2 2 3 1:2 2 2 2;3 1 2 2:3 2 3 2 2 2 3 2.3 2 2 2,3 :3,3 2 2 3.3 3.4 3;2 3 3 3 4 3'3 4 4 MAXIMUMACH DESIGN PRESSURE BOLD. .OH THE QUANTITYH OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE C,D,E,F,G, 1 1 1 ' 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN H,I,J,K,L 2,2 1 2 2 2 2:3 1.2 2.3 2 3 2 2 2.3 2 3 2:2 2 3 2.3 2.3 2,3 3 4 2.3 3 3 3:4 3 3 3.4 3 5 3 3 4.4 PRESSURE RESPECTIVE FOR THE 37.000 SIZE 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS AB,M AVAILABLE. 2 2 1 2 2 2 2 3 1.2 2 3 2 3 2 2 2.3 2 3 2 2 2 3 2:3 2,3 2,3 3:4 2 3 3.3 3:4 3 3 3.4 3.5 3 3 4 4 PSF 79 Y C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40,000 H,I,J,K,L 212 1 2,3 3 3 4 4 5 3'3 4 4 ABM 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1:2 2 2 2.3 2.2 2.3 2.3 2 2 2.3 2 3 2.3 2 3 2,4 2.3 3:3 34 2,3 3.4 3 5 3;3 3.4 4.5 3:3 4;4 PSF 79 _ TABLE KEY: C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 PSF 44.000 H,I,J,K,L 212 2 2 2.2 2`3 2 2 2 3 2:3 2 2 3'3 2 4 2 3 3 3 3`4 2 3 3.3 3;4 2 3 3.4 3'5 33 3 4 4 5 3:4 4,5 2 2 • 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 (DP UNITED) 118 rRODUC1 REVISED complying with the tradiiA A,B,M 2 2 2.2 2:2 2 3 2;2 2'3 2 3 2,2 3,3 2.4 2.3 3 3 3 4 2 3 3;3 3:4 2:3 3.4 3:5 3,3 3.4 4 5 3 4 4 5 HEAD 2 ItsradiiDallas Code PSF 79 79 JAMB ABOVE 2r3Pa n. - 20t rim Oak 1J MTG.RAIL C,D,E,F,G, 2 2 _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 3 2 2 3 2 2 JAMB BELOWItY 48.000 H,I,J,K,L 2r2 2:2 211 2:3 212 2;3 3-;:4 2 3 3;3 3:4 2.3 3.4 3.4 2 3 3 4 3.5 3,3 314 3,'5 3,3 4:5: 4.6 3.4 5;5 Au' MTG.RAIL _2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 AB,M 212 2:2 2 2 2,3 2,2 2:3 314 2i3 313 3;4 2 3 3:4 3:4 2:3 314 3:5 3'3 3.4 3'5 3.3 4 5 4 6 3,4 5:5 (FULL DP) PSF 72 79 79 HEAD 2 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 3 JAlvB ABOVE 2,3 53.125 H,I,J,K,L 2-2 2 2 2 2 2 3 22 2 3 3:4 2.3 3;4 3.4 2 3 3:4 3;4 3;3 3,4 3:5 3'3 4'4 4.6 34 4.5 4'6 3 4 5:8 MTG.RAJL 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3 JAMB BELOW /- ASB,M7 212 2 2 212 2 3 2;2 2.3 3 4 2 3 3,4 3 4 2.3 3 4 3i4 3.3 3,4 3.5 3i3 4.4 4;5 3.3 4;5 4.6 3.4 4,5 MTG.RAIL � Hr Om .. REVISE ANCHORAGE TABLEANDNOTES. 1Q10TECHNCI.OQYDRIVE ANCHORAGE SPACING, 1/1 WINDOWS #./j F.K. Wine 8 ADD DP MAK WHERE ANCHOR QTY IS RESTRICTED BY SIZE. NOVAS,F 34275• n...atr. D.. a,.ror P aeox Ism ALUM.SINGLE HUNG WINDOW,IMPACT Robe 1 L.Clark,P.E. • F.K 1124108 A NO CHANGE THIS SHEET w.w.r sr,. w.t twgrr. n.a d+�,�M• a+c Cn.di"a sy Orr NOKOM*,F1.34274 Vivi y Betnef PE#30712 FIG7aav6 J.J. 2/23D7 BHnn NTS 8 • 11 4040-20 B snucturol • ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. ANCHORAGE NOTES: WINDOW HEIGHT 1. ANCHOR TYPES: 1-1/4'ELCO TAPCONS 2-1/4'ELCO SS4 CRETE-FLEX SUBSTRATE: 29.655 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ® 3-#12 SCREWS . ANCHOR TYPE. -c U 0 0 0 0 O 0 0 0 0 0 0 0 U O 0 0 0 0 0 0 0 U 2.ANCHOR LOCATIDNS ARE BASED ON THE WINDOW GLASS 4.j�N0'-ONENOTOfsir O-OfVQ`s.O'�O'V�NO'�OfV')NO'�ON�NRz''0c4QNO-O FOLLOWINGDIMENSIONS: WIDTH TYPE 0 0 0 U 5 0 0 0 U U 0 t.) U 0 3 0 0 HEAD-18 1/2'MAX.FROM TOP CORNERS C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 JAMBS-17 1/2'MAX.FROM TOP CORNERS H,I,J,K,L 15'MAX.FROM BOTTOM CORNERS 1•1 1.1 1 1 2 2 2.1 2 2 2.2 2.1 2 2 2 2 2 2 2:2 2 2 2.2 2.2 2:2 2;2 2.2 3:2 2.2 312 3 2 2 2 3 2 6"MAX.BELOW MTG.RAIL 19.125 ABM 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SILL•ANCHORS NOT REQUIRED 1.1 1.1 1 1 2':2 2 1 2.2 2:2 2'1 2;2 2:2 2,2 2'2 212 2:2 2:2 2:2 2:2 2:2 3'2 2 2 3.2 3.2 2:2 3:2 3.®INSTALL PER THE ADJACENT TABLE ANCHOR PSF 79 QUANTITIES USING THE DIMENSIONAL CRITERIA OF C,D,E,F,G,. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ` 1 1 1 1 1 1 1 NOTE 2. 24.000 H,I,J,K,L .1[1 1 1 1 1 2 2 1 1 2;2 2 i 2 2'2 2 i 2 2 2 2.2 2 2 2.2 2.2 3.2 3.2 2.2 3 2 3:2 2'2 3 2 3:2 2 2 3'2 ABLE WIDTH AND HEIGHT DIMENSION ARE FOR A,B,M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS 111 1:1 1,1 2 2 1.1 2.2 2:2 2;2.2;2 2,2 2;2 2 2 2'2 2:2 3.2 3:2 2,2 3:2 3.2 2:2 3•2 3 2 2.2 3.2 ARE 1-LESS. PSF 68 77 5. DESIGN PRESSURE LIMITATIONS: C,D,E,F,G, 1 - 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 ' 1 . 1 1 1 SIZE BLOCKS OF THE ADJACENT TABLE WITH A 32.000 H,I,J,K,L "1 11 1'1 1 I1 2.2 2 2 2:2 2.3 2 2 2 2 3.3 2•,2 3.3 3:3 3.2 3.3 313 2 2 3;3 4 3 3:2 4 3 4 3 3..2 4 3 BOLD ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY ABM 1 1 1 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 OF ANCHORS SHOWN IN BOLD.OTHERWISE,THE 111. 1 1 1I1 2.2 2 2 2 2 2:3 2 2 2.2 3:3 2 2 3.3 3.3 3 2 3;3 3,3 2'2 3:3 4 3 3 2 4 3 4,3 3 2 4;3 MAXIMUM DESIGN PSF 59 67 79 PRESSURE FOR THE RESPECTIVE SIZE C,D,E,F,G, 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AND GLASS TYPE IS 37.000 H,I,J,K,L 111 1 1 2,23'23:2 AVAILABLE. A,B,M 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1I1 1 1 111 2;2 2 2 2.2 2 3 2 2 2E3 3 3 2 2 3 3 3 3 3 3 4.3 3 3 3'2 3 3 4 3 3 2 4 3 4.4 3 2 4 3 PSF 54 79 82 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 1 I':j 111 1 I'1 2I2 2 2 2.2 2.3 2 2 3.3 3:3 2:2 3:3 4.3 3.3 4 3 3 3 3.3 4 3 4.4 3.3 4 3 4 4 3'3 5 3 A,B,M • 2_ ..2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 I 1 11' 11 2I 2 2 2 2:2 2.3 2:2 3.3 3'3 2.2 3.3 4.3 3:3 4.3 3!3 3 3 4:3 4 4 3,3 4 3 4.4 3.3 5 3 TABLE KEY: PSF 49 79 56 79 79 C,D,E,F,G, 2 2 . 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MAX PSF 44•000 H,I,J,K,L i 1 1 1 1 1 .212 2 2 2 2 3 3 2:2 3'3 3.4 2.3 3.3 4.4 3 3 4.3 4:4 3.3 4:3 4'4 3.3 4:3 4:4 3 3 5�4 (DP MATED) 117 eitot �w A,B,M .,.2_ 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 HEAD •3 Bolelloa Cede 1 1 1 1 1 1 2 2 -. . - JPt ABOVE 3 j 3 «e NI L� . I� 2 2 212 3 3 22 3;3 3 4 23 3.3 4.4 3:3 413 4.4 3,3 4 3 4.4 33 4:3 4 4 3;3 5�4 ar �0y7 MTG.RAIL , PSF 45 74 51 74 . 79 79 JAMB BELOW • C,D,E,F,G, 2 2 2 _2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 d�t.m etrvEaq 48,000 H,I,J,K,L '1F 1 J 1 1 11 212 2'2 2I 2 313 2:2 3I 3 3.4 3!3 3•.3 4:4 3:3 4;4 4.4 3:3 4'4 4.4 4 5:;3 4 4.4 4 3 5 4 MTG.RAIL 1 A,B,M 2 2 2 2 2 _2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 (FULL DP) 111 111 111 212 2:2 212 313 2;2 3.3 3i4 313 3;3 4!4 3:3 4.4 4 4 3i3 4,4 4?4 4 3 5.4 4 4 4 3 5 4 HEAD 2 PSF 41 67 46 67 76 79 C,D,E,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 • 3 2 3 3 2 3 3 2 3 JAMB ABOVE 2;2 53.125 H,I,J,K,L 111. 111 1 1 2'2 2 2 2 2 3J3 3:3 3;3 4:4 3:;3 4 4 4 4 3 3 4;4 4.4 3i3 4'4 5'5 4'3 5'4 5.5 4 3 5 4 MTG.RAIL 2 2 2 2 2 2 3 2 2 3 2 3 3 Z 3 3 2 2 3 2 3 3 2 3 JPMB BELOW //;"7" A,B,M MTG.RAIL 1(1 111 T11 212 2.2 212 313 33 3,3 4 4 3,3414 4:4 3,3 4k 4.4 313 4.4 5,4 4;3 5,4 5!4 4'3 5 .4 Corr AA Dr. ra..bwl Of D. REVISE ANCHORAGE JAME AND NOTES. 1070 TECHNOLOGY DRIVE ANCHORAGE SPACING,STANDARD VIEW 4/.7 F.K 11/1308 B ADO OP MAX WHERE ANCHOR QTYISRES7RVClEDBYSZE. NOKOMs,FL3STlc' - "�"'" b.. "^'"• - -.- ALUM.SINGLE HUNG WINDOW, Robert L.Start,.P.E. F.K 12W8 A NO CHANGE THIS SHEET P.O.LOX1623 IMPACT bowl N' o..• Chokedy prc NOKOAWS,FL34274 y/,/by Better °`h11d` ` "" '�'oo"• M PE P33712 F.K 72905 J.J. 22307 I - SH700 NTS 9 - 11 4040-20 B Structural .) .) • ANCHOR QUANTITIES ABOVE MEETING RAIL(HEAD&JAMBS),CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES • WINDOW HEIGHT MNUS SASH HEIGHT FROM TABLE 8. 1. ANCHOR TYPES: 1-1/4"ELCO TAPCONS SUBSTRATE:- 17.125 22.668 28.211 33.754 39.296 44.839 50.382 55.925 2-1/4 ELCOO SSCREWS CRETE-FLEX #1ANCHOR TYPE: ""o U U o U U O U U o U U o U U o U U o U U O U 2.ANCHOR LOCATIONS ARE BASED ON THE FOLLOWIING WINDOW GLASS COO Z�zc.0 Z,-Z4?O 0 OC' O Z_ZNO O 0C' 2� Z�`?ON2�Z�`?ON2�2 • NQgNO ONg NO ONg NO ON NO ONQNO ON9NO. ONQ 0 ONQ O O ®DIMENSIONS: WIDTH TYPE 5 U U S U 0 5 U U s 0 U 0 C.) S U U U 0 U 0 HEAD-18 112"MAX.FROM CORNERS 19.125 D,E,F,J, 1 1 1 1 1 1" 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 JAMBS-17 1/2"MAX.FROM TOP CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 11 12"MAX.ABOVE THE MEETING RAIL D,E,F,J, 1 1 1 1 1 1 1 1 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8'MAX.BELOW MTG.RAIL 24.000 15'MAX,FROM BOTTOM CORNERS K,L 1 1 1 2 2 2 2 2 2 2 2 3 3' 2 3 3 2 3 3 3 3 3 3 4 SILL-ANCHORS NOT REQUIRED D,E,F,J, 1 1 1 1 1 1 2 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3.DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM 32.000 K L • 1 1 2 2 2 3 2 3 3 3 3 3 2 3 4 3 4 4 3 4 5 3 5 , ,VIEW WINDOWS FROM TABLES 7.AND 8.USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7.FOR PSF 79 ABOVE THE MEETING RAIL AND TABLE 8.FOR BELOW. 37.000 D,E,F,J, 1 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 4.AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW K,L 1 1 1 2 2 2 ' 3 2 3 3 3 4 3 3 3 4 3 4 4 4 5 5 4 5 , ,WINDOWS ARE 12 5/8*MIN.TO 38'MAX. PSF 79 79 79 79 TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 40.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1'LESS. K,L 1 1 1 2 2 .2 3 3 3 4 3 4 4 3 4 4 3 5 4 4 5 5 4 6 8.DESIGN PRESSURE LIMITATIONS: PSF 79 78 79 77 79 79 79 -®SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD . ITALICIZED VALUE ABOVE THEM,INDICATE A MAXIMUM 44.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS K,L -' ' 1 . 1 2 2 2 3 3 3 4 4 --4 4 3 5 4 3 5 5 4 5 5 4 6 SHOWN IN BOLD. OTHERWISE,THE MAXIMUM DESIGN PSF 78 79 70 79 79 71 79 73 78 PRESSURE FOR THE 48.000 D,E,F,J, 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 3 2 2 3 2 2 3 2 2 RESPECTIVE SIZE AND GLASS TYPE IS K,L -'....'1 1 2 2._..2... -3. 3 3 4 4 4 5 4 5 5 4 6 5 4 6 6 5 6 AVAILABLE. PSF 71 79 63 71 79 84 74 68 77 69 68 ® TABLE 7.KEY: 53.125 D,E,F,J, 2 2 2 2 2 2 3 , 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 MAX PSF 5 4 5 6 5 6 6 5 7 6 5 7 (DP LIMTTED) 112 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL,CUSTOM FLANGED WINDOWS BASED ON SASH HT. HEAD 2 TABLE 8. JAMB.ABOVE, 2 MTG.RAIL SASH HEIGHT SUBSTRATE. \ 12.776 15.776 18.776 21.776 24.776 • 27.776 30.776 31.106 (FULL DP) ANCHOR TYPE M N , I c� Q N U ! U , 1 N U , N 2 OQ N Gy c1 , Z 1 ,1 Q N 2 i n$ N 2 2 HEAD 2 WINDOW N N S N U ^ 0 N L) ! 0 (4 5 0 C! U N ' N }i U U WIDTHJAMB ABOVE 4 PRODUCT REVISED 19.125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 MTG.RAIL '"`O" wide lid floraeww+.p C.4. 24.000 2 1 1 2 1 2' 2 2 2 2 2 2 2 2 2+ 2 2 2 3 2 2 3 2 2 Arcreasce ncxa Me .O O . 11 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 37.000 79 ® TABLE 8.KEY: ��ry;beCrnam 2 1 1 1 2 2 2 1 2'<. 3 1 2 1 3 3 1 2 1 3 3 1 3 1 3 3 1 3 1 3 _ 4 1 3 1 3 4 1 3 1 4 MA42 74 MAX.PSF 40.000 2 1 2 1 2 2 2 ` 2 3 1 2 1 3 3 1 2 1 3 3 1 37 3 4 1 3 1 3 41314 41314 SDP LIMTED1 112 68 8 JAMB BELOW 2 44.0002 1 2 1 2 2 2 72 3 2 1 3 3 1 3 1 3 , 4 1 3 1 3 4 1 3 1 4 5 1 3 1 4 5 1 3 1 4 MTG.RAIL 48.0002 2 1 2 2 2 .2 73 2 1 3 4 1 3 1 3 41314 4 1 3 j 4 5 1 3 1 4 5 1 3 I 4 (FULL DP) 53.12573 72 JAMS BELOW 2 2 2 1 2 .2 2 2 3 3 1 3 4 1 3 1 4 4 1 3 1 4 5 1 3 1 4 5 1 3 1 5 5 1 3 1 5 MTG.RAIL /r)7./ l� Reed 4Y. D r: Aww+e Orrior' Ate., a.+, A q�S�ANCH GETAET DNOTFB IWOTFCMOLOGY!ME ANCHORAGE SPACING,CUSTOM VIEW 7 Pm 1nsoe ADO PD MAX wHERE r On IsRESTwCTEOBYsIZE' "a`OI.I5. saxm Mtliikm ___-."- ALUM.SINGLE HUNG WINDOW,IMPACT a ��Clerk.F.K 1/241D0 A NOCNANGE THIS SHEET P.O.INt1529 �� „� ,,,,, Cm.ay: a7 wm1Dr ow. NOK01412i.FL14774 YWb&Better s 11 4040.20 8 PE$K197.? FIG 7/2105 J.J. 7/�W7 SH7D0 NTS 10 ' ®NOTES; EXTERIOR INTERIOR 1.FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY.USE ONLY MIAMI-DADE COUNTY ALL'HEAD AND SILL DETAIL ) APPROVED 1/4'ELCO TAPCONS OR 1/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ® CONCRETE ANCHOR • ANCHOR TO CONCRETE EDGE IS 1 3/4'. 3.35 KSI MIN.CONCRETE (SEE NOTE 1&3)® 2x WOOD BUCK WOOD ANCHOR 2.FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY,USE#12 STEEL SCREWS(G5)OR 1 ®(SEE NOTE 4) (SEE NOTE 2&3)® 1/4'SS4 CRETE-FLEX. 3.FLAT HEAD ANCHORS,WHERE REQUIRED,MUST HAVE#12 TRIMFIT HEADS. 4.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE ..1, '.: % 1 3/8"MIN.,1/4'TAPCON® TOTAL THICKNESS IS LESS THAN 1 1/2'. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE • = '~ 13/4"MIN.,1/4"CRETE-FLEX INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12" ` 1318' OPTIONAL 1x ' •' = a MIN.® THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE WOOD BUCK Cl♦ A�1 ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. (SEE NOTE 4) i t 1. �t�■■�� ` 5.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 1 1 1/4" -( 6083-T5 AND A MINIMUM OF 1/8"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE MAX• I M1AX. OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHIM SHIM SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE'ANCHOR SHALL BE A#12 SHEET DETAIL A DETAIL B METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS TYPICAL FLANGED HEAD ANCHORAGE MAY BE USED. A FLANGED FRAME COMPONENT MAY BE SUBSTITUTED FOR AN • ® INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS.FOR INTEGRAL FIN 1 1/4' 1 3/8"A, INTEGRAL APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE '�`� MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT. 1/4'MAX.SHIM I y MAN., 1/4'MAX.SHIM 1• !MIN. 8.ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 7.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT �/�� ;r. WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC CURRENT, T/11 •f�l '' • — JJJ J �y EDITION,SECTION 2003.8.4(SUPPLEMENT 2005). ��,,1• 0.•.0 CONCRETE ANCHOR, I■■ WOOD ANCHOR, tiltiIt FH BELOW MEETING I1f I INVAI Or FH BELOW MEETING OBrii , , ,,,,,,,,,,,,;,,,, RAIL.(SEE NOTE 1&3)® (�, RAIL,(SEE NOTE 2&3) ^I. :.:. 3.35 KSI MIN.CONCRETE iI ,1 INTERIOR •,1.,: OR 1.6 KSI MIN,CMU _ (ALL JAMB DETAILS) EXTERIOR 1x BUCK OPTIONAL WITH SOLID CONCRETE 2x WOOD BUCK SUBSTRATE(SEE NOTE 4),As. (SEE NOTE 4)® 437 DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4" ' MAX.-- 1/4" SHIM WOOD FRAME MAX. 1 R&D1+CT Jt¢VIY� • POW/84 Code IVI V F SHIM Mu■JbwcwlAre/ref6v WOOD FRAME ......... �� 07.- r Illl• t N' .06 .1311DIA.•MIN. ; .V 7 . Expi»+b�D�tr r /Zq/1 II x 212"NAIL, 1 V•""•U 9 .131'DIA.MIN. IZ� C AT CORNERS -� Mum Cade Tnd.n1 AT CORNERS 1 A � 1I1�, AND 5"O.C. WOOD FRAME ¢1 �x AND 5'O.C. IIIIII �IIIIIIIII 1 `_._ __._ 131"DIA.MIN. � 1 MAX] x2112"NAIL 1111111 A AT CORNERS SHIM AND 5'O.C. DETAIL F,(HEAD) DETAIL E,(JAMB) DETAIL G.,(SILL) • TYPICAL INTEGRAL FIN ANCHORAGE ® i -� of ANCHORAGE DETAILS ��77 FK 11/1W �B INTEGRALn. ADD U TEE' ON RREE'M07Ea REORDER EDME DIM NOTES.OM T 27 P Q - 17., r By DM I ALUM.SINGLE HUNG WINDOW,IMPACT F.K. /2496 A ,ADO NOTE 6RE FLAT HE�IDANCHORS. P.O.BOx162a _ Ro L.CtaM,P.E. Amon nr pow hrd,.dby1 c..•• — NOKOIAt$.FL 34274 VW*Better a.�we.e .�... a•..c o.+vrr PE xC+0712 F.K., 9/1/05 J.J. 22307 &170o NTS 11 > 11 4040-20 B Swx„at HISTORIC PRESERVATION BOARD 0 CITY OF DELRAY BEACH ---STAFF REPORT--- MEETING DATE: October 17,2007 30 SE 1st Avenue, Block 69 office Building —Consideration of a Certificate of ITEM' Appropriateness Associated with a Demolition Request, Class V Site Plan, Landscape Plan and Architectural Elevations for the construction of a three-story structure containing covered parking and office use. GENERAL DATA: =_-_-_ = Owner Block 69 Development Group, LLC --DRIVE N. 2N Agent/Applicant Kupi & Eliopoulos Architects, P.A. Efill._1:::-:;::l24-:i Location 30 SE 1s Avenue Property Size 0.137 Acres — — "3Future Land Use Map Other Mixed Use (OMU) < • Current Zoning Old School Square Historic Arts District(OSSHAD) ATLANTIC ANUE Adjacent Zoning North: OSSHAD I_y . ■ South: OSSHAD - — 4 East: Central Business District (CBD) _ — sz. ,ri_ 5T West: OSSHAD — -- — __T: Existing Land Use Surface Parking Lot € — _— Proposed Land Use Office I I I I I__ SE 1ND 5T. __ 1 Water Service Via service lateral connection to an 8" ■ water main located within both the N/S —�� 3 and E/W alley right-of-ways. N -_ - ' < j _-- ► 3 Sewer Service Via service lateral connection to the — existing 8" sanitary sewer main located _ 1111 within the N/S alley located at the rear — G I 1 i (west) of the property. _ :: =: • t — ■ aii 30 SE 1'`Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 1 of 15 ITEM BEFORE THE BOARD The item before the Board is the approval of a Certificate of Appropriateness that incorporates the following aspects of a development proposal for the property located at 30 SE 1st Avenue (aka Block 69 Office Building), Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.5(F): • Demolition Request; • Class V Site Plan; • Landscape Plan; • Architectural Elements, and; • Waiver Requests. The subject property is located on the west side of SE 1st Avenue, between East Atlantic Avenue and SE 1st Street. BACKGROUND The subject property consists of Lot 19, Subdivision of Block 69, Less the North .33', South 2', West 2', and East 5', Town of Delray. The 0.137 acre property presently contains an eleven (11) space surface parking lot constructed in 2005. While the property is zoned Old School Square Historic Arts District (OSSHAD), it is subject to the permitted uses and development standards of the Central Business District (CBD) zoning district pursuant to LDR Sections 4.4.24(B) and 4.4.24(F)(1). Prior to construction of the surface parking lot, the property contained a contributing 1,075 square foot mission style single-family dwelling constructed in 1925, and a detached studio apartment constructed in 1977. At its meeting of February 2, 2005, the HPB granted approval to demolish the aforenoted structures and replace them with a surface parking lot that included two landscape waivers. A Class V Site Plan application and associated components are now before the Board for consideration. PROJECT DESCRIPTION The development proposal includes the following: Demolition The development proposal would remove the existing surface parking lot constructed in 2005. New Development The application is to construct a three-story, 7,325 square foot office building containing a parking garage with access to the 2nd and 3rd floor offices from the ground floor. The parking garage on the first floor will consist of five (5) parking lifts providing for a maximum holding capacity of ten (10) vehicles, as well as six (6) additional parking spaces and two (2) "queue parking" spaces (staging) to be used in the loading and unloading operation of vehicles from the parking lifts. In addition, a lobby, two (2) stairways, and an elevator and mechanical room will be located on the ground level. Access to the parking garage will be provided from the east/west alley located to the south of the property. The two (2) upper stories consist of office space, with a covered porch spanning the south elevation. Exterior details consist of the following: 30 SE 1'`Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 2 of 15 • Smooth stucco finish on the first and second floors; • Smooth stucco lap siding on the third floor, with the exception of a portion on the west (rear) elevation proposed to be smooth stucco; • Standing seam metal roof; • Shed, canvas awnings on the first floor, and, • Covered porches on the second and third floors of the south elevation. Landscape Plan The subject property currently contains three (3) Silver Buttonwood Trees, and six (6) Sabal Palm Trees. The Silver Buttonwood Trees will be removed, while the existing Sabal Palms will be relocated within the site, to the rear of the structure. Additional landscaping will be provided throughout the site. Waiver Requests The applicant has submitted two (2) waivers from LDR Section 4.6.14(A)(1) from the requirement to provide a twenty foot (20') sight visibility triangle at the intersection of an accessway and public right-of-way. SITE PLAN ANALYSIS.: COMPLIANCE WITH THE LAND DEVELOPMENT REGULATIONS: Items identified in the Land Development Regulations shall specifically be addressed by the body taking final action on the site and development application/request. LDR Section 2.4.5(F)(5) - Compatibility (Site Plan Findings): The approving body must make a finding that development of the property pursuant to the site plan will be compatible and harmonious with adjacent and nearby properties and the City as a whole, so as not to cause substantial depreciation of property values. The subject property exists within the OSSHAD zoning district and is bounded by commercial, residential and public parking uses. Compatibility with adjacent uses is not a concern as the site plan will be compatible and harmonious with adjacent development when the attached conditions of approval are met. Based upon the above and subject to the conditions, a positive finding can be made with respect to LDR Section 2.4.5(F)(5). LDR Section 4.4.13(B)—CBD Zoning District, Principal Uses and Structures Permitted The proposed office space is a permitted use listed within the subject LDR Section. Further, LDR Section 4.4.13(C), Accessory Structures and Uses Permitted, permits the use of parking lifts for infill development projects. This is further analyzed in the parking review below. Pursuant to LDR Section 4.4.24(F)(1)(c), the subject property is subject to the development standards of the CBD (Central Zoning District) zoning district. The following tables compare the proposal with the requirements of LDR Sections 4.3.4(K), Development Standards Matrix, and 4.4.13(F), CBD Development Standards: Allowed/ Proposed Required Maximum Building Height 48' 41'3" Minimum Open Space 10%* 22.15% *Additional landscaping required for use of parking lifts.See analysis of LDR Section 4.6.9(D)(11)below. A 30 SE i"Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 3 of 15 Building Setbacks Standard i Proposed Ground Floor to 25' 70%/90% 5' min./10' max. : 81% SE 1st Avenue Remaining length 15' min 19% (Front-East) 70% + 15' min' 70% Above 25' Remaining length 5' min/10'max. 1 30% E/W Alley (Side-South) 0' 5'6" Side-North 0' 0' N/S Alley (Rear-West) Ground Floor to 37' 10' 10'6" Above 37' 22' 43'6" LDR Article 4.6-Supplemental District Regulations: Refuse Enclosure Pursuant to LDR Section 4.6.6(C) (1), dumpsters, recycling containers and similar service areas must be enclosed on three sides with vision obscuring gates on the fourth side, unless such areas are not visible from any adjacent public right-of-way. The development proposal includes the construction of an enclosure at the rear of the structure. The submitted letter responding to technical items notes that the enclosure will be six feet (6') in height, and made of eight inch (8") stucco block wall, painted to match the building, with three (3) chain-link vinyl coated gates with black pvc slats. However, an elevation of the enclosure has not been provided and is added as a condition of approval. Lighting Pursuant to LDR Section 4.6.8(B)(c), Illumination Levels and Conformity, a minimum average of 0.5 footcandles with a maximum of 2.5 footcandles for the proposed use is required. The following chart indicates (where shaded) that the proposal does not comply with the lighting requirements for those calculations (Minimum Average Footcandles) provided at the front and rear of the building,which has been added as a condition of approval: Minimum Average Maximum Footcandles Footcandles Required Provided Required Provided NE 1st Avenue-Front 0.5 1.3344, 2.5 0.7 E/W Alley—South Side 0.5 .57 2.5 0.8 N/S Alley— Rear 0.5 39 2.5 1.1 Covered Parking N/A 11.8 N/A 19.4 The submitted fixtures are to be located as follows: • East (Front) Elevation—One fixture above main lobby entrance. • South (Side) Elevation — Dispersed outside of and within covered porch on second and third floors. • West (Rear) Elevation —One fixture located above rear entry door. • Covered Parking— Eight (8)fluorescent luminaires dispersed throughout. While it is not clear as to whether or not the fluorescent luminaries are recessed, this is preferred in order to minimize glare and spillage. Therefore, that the lighting provided in the covered parking is recessed has been added as a condition of approval. 30 SE 1''Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Pace 4 of 15 Bicycle Parking Pursuant to LDR Section 4.6.9(C) (1) (c) (3), bicycle parking facilities shall be provided at any non-residential use within the City's Transportation Concurrency Exception Area (TCEA) which, through the development review process, is determined to generate a demand. In addition, Transportation Element Policy D-2.2 of the City's Comprehensive Plan requires bicycle facilities on all new development and redevelopment with particular emphasis on development within the TCEA. The development proposal has included bicycle parking at the front of the development and to the south of the main entry, thereby meeting this requirement. Parking Pursuant to LDR Section 4.4.24(G)(4)(a), all non-residential uses, with the exception of restaurants, shall provide one (1)parking space per 300 square feet of total new or existing floor area being converted to non-residential use. Therefore, the subject development requires a total of twenty-five (25) parking spaces (7,325 square feet/300 = 24.4). As a total of sixteen (16) spaces are being provided, the property will be deficient nine (9) of its required parking spaces. Therefore, the applicant is providing an off-site parking agreement with the Worthing Place Development located immediately to the east, across SE 1st Avenue, as well as the payment of four (4) spaces to be paid towards a public parking structure. The acceptance and recordation of an off-site parking agreement prior to site plan certification is added as a condition of approval. Pursuant to LDR Section 4.6.9(E)(4)(a)(1), Public Parking Fee, when parking requirements are applied to new development, in-fill development, from a change of use, or adding floor space to an existing building; the City Commission may approve the payment of a fee towards the construction of a public parking structure in-lieu of providing such required parking on-site. For properties located within 600'of a programmed public parking facility, excluding property zoned CBD and/or CBD-RC, an alternative to providing all the required parking on-site is to contribute towards the construction of the parking facility. The cost per space shall be based upon the location of the property for which the public parking fee is being sought. Parcels located east of Swinton Avenue and South Dixie Highway-$18,000 per space. Therefore, the purchase of four (4) spaces totals $72,000, which is to be paid in full prior to issuance of a building permit. This item has been added as a condition of approval. Pursuant to LDR Section 4.6.9(E)(4)(b), the Public Parking Fee is limited to no more than 25% of the total required parking of a development. The total number of spaces required for the proposed development is twenty-five (25). Therefore, the purchase of four (4) does not exceed the maximum amount of six (6) spaces, which is 25% of twenty-five (25). As previously noted, the subject application proposes the use of parking lifts. Pursuant to LDR Section 4.6.9(D)(1)(e), single level mechanical parking lifts ("Lifts'), if utilized, shall be integrated into an existing or proposed building for the uses they serve and enclosed with three walls and a roof. A maximum of 50% of the required parking within a non-residential or the non- residential portion of a multi-use development may utilize Lifts. The proposed development includes the installation of five (5) parking lifts which will be enclosed with three walls and a roof, as it is integrated within a three-story building. The required amount of parking is twenty-five (25) spaces, whereas ten (10) spaces will utilize the proposed lifts. Therefore, the proposal is in compliance with this requirement. Pursuant to LDR Section 4.6.9(D)(11), Mechanical Parking Lifts, the following applies to the subject application: (a) Single level mechanical parking lifts ("Lifts) shall be integrated into a structure for the uses they serve, constructed with at least three walls and a roof, in accordance with 30 SE 1'.Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 5 of 15 Section 4.6.18(8)(14)(vi)(3), to provide adequate screening and containment of sound from operation of the lifts for the benefit of adjacent land uses. See analysis above. It is also noted that elevation appears to provide adequate screening of the parking lifts. (b) Lifts may be utilized to provide up to but not more than fifty(50%) percent of the required non-residential parking for commercial or mixed-use developments. See analysis above. (c) Lifts and the spaces below them must be operated by an attendant during all hours of operation. Upon closing, the parking attendant shall remove all vehicles from atop and beneath the Lifts and park them in an area where the customer may retrieve their vehicle. At no time shall the general public be permitted to operate the Lifts. A parking attendant space has been designated on the submitted plans. (d) On-site staging spaces must be provided for the maneuvering of vehicles to facilitate the parking and retrieval of vehicles. At no time shall vehicles be staged within the adjacent public right-of-way. A minimum of two (2) staging spaces shall be provided for the first twenty (20) Lifts or less. One (1) additional staging space shall be provided for every twenty (20) additional Lifts or part thereof. The subject proposal has provided two (2) staging spaces. (e) Lifts must be manufactured with a full bottom panel to contain fluids which may be emitted from vehicles while parked (oil, condensation from air conditioners, etc.) No wheel or chassis lift mechanisms (historically used at service stations) are permitted. Specifications should be submitted illustrating compliance with this requirement. This has been added as a condition of approval. (f) The balance of the required non-residential spaces shall be provided as "self-park" spaces. See provision and analysis of Valet Parking below. (g) For each lift provided, a minimum of 75 sq. ft. of landscaped area over and above the minimum required by code must be provided and shall be located to provide a view corridor for the general public. Lots of record having a width less than fifty feet(509 shall be exempt from the requirement of this additional landscape / open space. See landscape analysis below. (h) The Lifts shall be regularly and routinely maintained to ensure safety and dependability of operation and minimization of operational noise levels. Maximum sound levels shall not exceed applicable thresholds as stipulated in Chapter 99 of the City Code of Ordinances. A note to this effect should be provided on the revised plans prior to Site Plan Certification. This has been added as a condition of approval. The subject proposal provides tandem parking in conjunction with the parking lifts. Therefore, LDR Section 4.6.9(F)(3)(a), Valet Parking, applies to the subject application and states the following: A parking facility with a valet service or operator which allows for attendants to receive, park and deliver the automobiles of occupants, tenants, customers, invitees, and visitors, including tandem parking may be utilized in lieu of the requirements of this Section provided the following requirements are complied with: (a) Any required valet or tandem parking utilized in lieu of the parking requirements set forth in this section shall be governed by an agreement with the City(in such form as may be approved by the City Attorney), and recorded in the public records of Palm Beach County. The agreement shall constitute a covenant running with the land binding upon the owners, heirs, administrators, successors, and assigns. The agreement may be released by the City Commission at such time that site plan approval is obtained for an alternative parking arrangement which satisfies the parking requirements for said use. The acceptance and recordation of the valet parking agreement prior to site plan certification is added as a condition of approval. 30 SE 1'`Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 6 of 15 Visibility at Intersections Pursuant to LDR Section 4.6.14(A)(1), where an accessway intersects a public right-of-way, a 20' sight visibility triangle shall be provided. The proposed structure requires compliance with a total of four (4) sight visibility triangles: corner of E/W alley & SE 1st Avenue (complies), corner of E/W & N/S alley, and at the two (2) end of the vehicular entry into parking area of proposed structure. The provided triangular measurement at the E/W & N/S alleyways is sixteen feet, four inches (16'4"), and five feet, six inches (5'6") for each end of the vehicular entryway into the structure. Therefore, two (2) waivers have been requested to this requirement. Pursuant to LDR Section 2.4.7(B)(5), prior to granting a waiver, the approving body shall make a finding that the granting of the waiver: (a) Shall not adversely affect the neighboring area; (b) Shall not significantly diminish the provision of public facilities; (c) Shall not create an unsafe situation; or (d) Does not result in the grant of a special privilege in that the same waiver would be granted under similar circumstances on other property for another applicant or owner. The waiver request notes that "due to the fact there is no parking allowed on either alley and that a low volume of traffic occurs in this area we feel that the reductions are within reason." Intersection of E/W & N/S Alley Alleys typically receive local traffic and not through traffic, and the speed of traffic traversing the alley is greatly reduced. Given these conditions, the reduction of the sight visibility triangle from 20' to 16'4" is supportable as it does not appear that it will create an unsafe situation. Further, granting the requested waiver will not have an adverse affect on the neighboring area, or diminish the provision of public facilities. Given the conditions under which this waiver is being requested, and that similar waivers have been granted elsewhere under similar circumstances, a positive finding with respect to LDR Section 2.4.7(B)(5) can be made. Intersection of E/W alley & Covered Parking Entry As noted above, alleys typically receive local traffic and not through traffic, and the speed of traffic traversing the alley is greatly reduced. Further, the size of the lot is such that compliance with the site visibility triangle would inhibit development. Given these conditions, the reduction of the sight visibility triangle from 20' to 5'6" is supportable as it does not appear that it will create an unsafe situation. Further, granting the requested waiver will not have an adverse affect on the neighboring area, or diminish the provision of public facilities. Given the conditions under which this waiver is being requested, a positive finding with respect to LDR Section 2.4.7(B)(5) can be made. Dedication of Right-of-Way: Upon development review of the surface parking lot in 2005, the DSMG determined that a reduction in right-of-way width from the required 60' to 50' would be appropriate for this section of SE 1st Avenue. A dedication of five feet (5') of right-of-way was accepted by the City Commission, resulting with twenty-five feet (25')from the centerline to the subject property. With respect to the alleys, it was determined that the width of the alleys should be expanded to twenty feet (20'), and, therefore, the previously existing sixteen foot (16') alley width was expanded by the dedication of two feet (2') for both and were by City Commission. Therefore, no additional dedications are required for the subject development proposal. Z6 SE.s.Avenue.Rock 69 0fficc Building 2O,7-26G-S F--iPB-Ct_.., HPB Mee ino October ,7.208' Page r of 15 Sidewalks Upon development review for the surface parking lot and pursuant to LDR Section 6.1.3(B)(1), a five foot (5') wide paver sidewalk was recommended within that portion of the SE 1st Avenue right-of-way adjacent to the property. A concrete sidewalk was installed instead. A five foot (5') wide paver block sidewalk should replace the existing concrete sidewalk along the subject property. This item has been added as a condition of approval. Site Plan and Engineering Technical Items Final Engineering Technical review was pending at the time of Staff Report completion. Therefore, these items will be attached in an addendum available prior to the HPB meeting, and noted as a condition of approval. Landscape Plan The landscape plan appears to be in compliance with the required regulations as submitted as all previous technical items have been addressed. Pursuant to LDR Section 4.6.9(D)(11)(g), Mechanical Parking Lifts, for each lift provided, a minimum of 75 sq. ft. of landscaped area over and above the minimum required by code must be provided and shall be located to provide a view corridor for the general public. As five (5) parking lifts have been provided, an additional 375 square feet of landscaped area is required. See chart below which shows that the applicant has exceeded this requirement: Required per Total Required Parking Lifts Total Required Provided Open Space 10% 375 square feet 973 square feet 1,320 (598 square feet) ARCHITECTURAL ELEVATIONS ANALYSIS LDR Section 4.5.1(E)(7) and 4.5.1(E)(8)(a-k) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for new construction. (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 of 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 improvements 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, (f) rhythm of entrance and/or porch projections, (g) consistency in relation to materials, texture, color, (h) roof shapes, (i) walls of continuity, 0) scale of a building, and(k) directional expression of a front elevation. 30 SE 1"Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 • HPB Meeting October 17,2007 Page 8 of 15 As noted in (E)(7), the exterior appearance shall be generally compatible with the specified elements of historic structures. While a bit larger in scale and mass when compared to the historic structures within the Old School Square Historic District, the proposed structure does not appear to be incompatible with the district and may provide a transitional relief between the CBD zoning district across SE 1st Avenue, and the historic structures located to the rear of the subject property and situated along South Swinton Avenue. Further, the proposal has not maximized the development standards with respect to height and setbacks thereby providing additional relief from what could be built on the subject property. Therefore, given the above, positive findings can be made. The Delray Beach Historic Preservation Design Guidelines suggests the following with respect to infill/new construction: oFor buildings where additional height is allowed, stepping back the upper stories may help to minimize the difference as viewed from the street. -oAll infill must be compatible with the surrounding buildings and yet must be differentiated from the historic building stock. oThe height of any new building should be similar to those of other buildings along the streetscape. oThe new construction should be compatible with the width of the surrounding buildings. o The relationship of new construction adjacent to significant historic resources can either enhance or detract from the historic setting of the district. o The character of the massing should be compatible with the surrounding buildings. oRoof forms and pitch should be compatible with the surrounding buildings. oAll new construction should complement the historic architecture of the district. oMaterials should be compatible in quality, color, texture, finish, and dimension to those commonly found in the historic district. oThe horizontal rhythms between the buildings also should be maintained. The subject development proposal appears to be in compliance with the above noted guidelines as it has been stepped back where required, and not maximized to the allowed setbacks, providing for visual relief. Further, the height is lower than the allowed 48' provided for properties permitted to consider the development standards of the CBD zoning district. Finally, the proposed materials appear to be compatible as well in that they are acceptable when considering new construction. Therefore, positive findings can be made. REQUIRED FINDINGS ' Pursuant to Section 3.1.1, prior to the approval of development applications, certain findings must be made in a form which is part of the official record. This may be achieved through information on the application, written materials submitted by the applicant, the staff report, or minutes. Findings shall be made by the body, which has the authority to approve or deny the development application. These findings relate to consistency with the Future Land Use Map, Concurrency, Comprehensive Plan Consistency, and Compliance with the Land Development Regulations. LDR Section 3.1.1(A) - Future Land Use Map The subject property has a Future Land Use Map (FLUM) designation of Other Mixed Use (OMU) and a zoning designation of Old School Square Historic Arts District (OSSHAD). Pursuant to LDR Section 4.4.24(B)(11)(c), the uses allowed as permitted uses in LDR Section 4.4.13(B) shall be allowed on the subject property. Pursuant to LDR Sections 4.4.13(B)(2), 30 SE 1"Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 9 of 15 business and professional uses are permitted within the CBD zoning district. Based upon the above, it is appropriate to make a positive finding with respect to LDR Section 3.1.1(A). LDR Section 3.1.1(B) -Concurrency As described in Appendix "A", a positive finding of concurrency can be made as it relates to water and sewer, streets and traffic, drainage, parks and recreation, open space, solid waste and schools. LDR Section 3.1.1 (C) -Consistency (Standards for Site Plan Actions) As described in Appendix "B", a positive finding of consistency can be made as it relates to Standards for Site Plan Actions. LDR Section 3.1.1 (D) -Compliance With the Land Development Regulations As described under the Site Plan Analysis of this report, a positive finding of compliance with the LDR can be made, provided the attached conditions of approval are addressed. Comprehensive Plan A review of the objectives and policies of the adopted Comprehensive Plan was conducted and the following applicable Objectives and Policies were noted: FUTURE LAND USE ELEMENT GOAL AREA"A" LAND WITHIN THE PLANNING AREA SHALL BE DEVELOPED OR REDEVELOPED, TO ENHANCE THE EXISTING QUALITY OF LIFE, COMPLIMENT EXISTING LAND USE AND RESULT IN A MIXED, BUT PREDOMINANTLY RESIDENTIAL COMMUNITY WITH A BALANCED ECONOMIC BASE. Future Land Use Element Objective A-I: Property shall be developed or redeveloped in a manner so that the future use and intensity is appropriate and complies in terms of soil, topographic, and other applicable physical considerations, is complimentary to adjacent land uses, and fulfills remaining land use needs. The subject property is being converted from a surface parking lot to a three-story building containing covered parking and office space and contains no special physical or environmental characteristics that would be negatively impacted by the proposed development. Surrounding zoning designations include OSSHAD, OSSHAD with CBD Overlay, and CBD with uses including a public parking facility, mixed-use of commercial and residential, and single-family residential. The properties to the east across SE 1st Avenue are part of an approved development plan for a five-story mixed-use building known as Worthing Place. Based upon the above, no compatibility issues will exist between the proposed mixed-use development and the surrounding land uses, and positive findings can be made with regard to Future Land Use Element Objective A-1. Future Land Use Element Objective A-4 The redevelopment of land and buildings shall provide for the preservation of historic resources. The objective shall be met through continued adherence to the City's Historic Preservation Ordinance and the following policies: Future Land Use Policy A-4.1 Prior to approval or recommending approval of any land use or development application for property located within a historic district or designated as a historic site, the Historic Preservation Board must make a finding that the requested action is consistent with the provisions of Section 4.5.1 of the Land Development Regulations relating to historic sites and districts and the "Delray Beach Design Guidelines': Positive findings have been made with respect to LDR Section 4.5.1. 30 SE 1s'Avenue,Block 69 Office Building,2007-266 SPF-HPB-CL5 HPB Meeting October 17,2007 Page 10 of 15 Future Land Use Element Objective A-12.1 of the Comprehensive Plan, offers that to assist the residents of the City in maintaining and enhancing their neighborhood environment, the City shall take steps to ensure that modifications in and around the neighborhood do not lead to its decline, such as those described in the following policies. It appears that the subject proposal will enhance the neighborhood as it is an improvement from the previous development of a surface parking lot. REVIEW BY OTHERS The Community Redevelopment Agency (CRA) considered the subject development proposal at its meeting of September 6, 2007, and recommended approval. Consideration of the Public Parking Fee request was given at the October 11, 2007 meeting where a recommendation to approve was made. ASSESSMENT AND CONCLUSION The development proposal involves the demolition of the extant surface parking lot and construction of a three-story building containing covered parking and office space. Also included as part of the development proposal are waiver requests to the required sight visibility triangles to which positive findings can be made. Further, positive findings have been made regarding the Design Elements Analysis. The development proposal is consistent with the zoning and FLUM designations of the subject property, and positive findings can be made with regard to concurrency and Comprehensive Plan consistency. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness, Class V Site Plan, and associated demolition request, landscape plan, architectural elevations, and waivers for 30 SE 15t Avenue, (aka Block 69 Office Building), Old School Square Historic District, by adopting the findings of fact and law contained in the staff report and finding that the request is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Development Regulations, and the Delray Beach Historic Preservation Design Guidelines. C. Move denial of the Certificate of Appropriateness, Class V Site Plan, and associated demolition request, landscape plan, architectural elevations, and waivers for 30 SE 1st Avenue, (aka Block 69 Office Building), Old School Square Historic District, by adopting the findings of fact and law contained in the staff report and finding that the request is inconsistent with the Comprehensive Plan and does not meet the criteria set forth in the Land Development Regulations, and the Delray Beach Historic Preservation Design Guidelines. (Motion to be phrased in the affirmative. See above) STAFF RECOMMENDATION By Separate Motions: Demolition Plan Move approval of the Certificate of Appropriateness, and the associated demolition request for 30 SE 1st Avenue, (aka Block 69 Office Building), Old School Square Historic District, by 30 SE 1`'Avenue.Block 69 Office Building.2007-256-SP:=-HPB-CL5 HPB Meet n October 17.2007 Page 11 of 15 adopting the findings of fact and law contained in the staff report and finding that the request is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Development Regulations, and the Delray Beach Historic Preservation Design Guidelines. Site Plan Move approval of the Certificate of Appropriateness, and the associated Class V Site Plan request for the property located at 30 SE 1st Avenue, (aka Block 69 Office Building), Old School Square Historic District, by adopting the findings of fact and law contained in the staff report and finding that the request is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Development Regulations, and the Delray Beach Historic Preservation Design Guidelines, subject to the following conditions: 1. That the Public Parking Fee of$72,000 is paid in full prior to issuance of the Building Permit; 2. That the Off-site Parking Agreement is accepted by City Commission and recorded by the City Clerk prior to Site Plan Certification; (Q_ 1� 3. That the Valet agreement is accepted by City �/ CIwFl-prior to Site Plan Certification; 4. That the revised plans include the parking lift specifications and note compliance with LDR Section 4.6.9(D)(11)(e) and (h); 5. That a detail of the refuse enclosure is provided and includes an elevation, and floor plan noting dimensions and materials; 6. That the photometric plan depicts recessed lighting within the covered parking area; 7. That a paver sidewalk is installed along SE 1st Avenue; 8. That the photometric plan depict calculations which are in compliance with LDR Section 4.6.8., and; 9. That revised plans are submitted addressing the Engineering Technical Items as indicated in the staff report addendum. Landscape Plan Move approval of the Certificate of Appropriateness, and the associated Landscape Plan for 30 SE 1st Avenue, (aka Block 69 Office Building), Old School Square Historic District, by adopting the findings of fact and law contained in the staff report and finding that the request is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Development Regulations, and the Delray Beach Historic Preservation Design Guidelines. Architectural Elevation Move approval of the Certificate of Appropriateness, and associated Architectural Elevations for the property located at 30 SE 1st Avenue, (aka Block 69 Office Building), Old School Square Historic District, by adopting the findings of fact and law contained in the staff report and finding that the request is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Development Regulations, and the Delray Beach Historic Preservation Design Guidelines. Waivers Recommend approval to the City Commission for the waiver request to LDR Section 4.6.14(A)(1), which requires that a twenty foot (20') sight visibility triangle be provided where an accessway intersects a public right-of-way, as the provided measurement is sixteen feet, four inches (16'4") at the corner of the E/W and N/S alleyways. 30 SE" `Avenue.Block 69 Office Building:2OQ7-266 SPF-HPB-CL5 HPB Meeting October 17,2007 Page 12 of 15 Recommend approval to the City Commission for the waiver request to LDR Section 4.6.14(A)(1), which requires that a twenty foot (20') sight visibility triangle be provided where an accessway intersects a public right-of-way, as the provided measurement is five feet, six inches (5'6") at the corner of the E/W and the-two (2) ends of the vehicular entryways into the structure. Staff Report Prepared by:Amy E.Alvarez, Historic Preservation Planner Attachments: • Appendix A— Concurrency Findings • Appendix B—Standards for Site Plan Actions • Location Map • Site Plan • Floor Plans • Elevations • Landscape Plan • Engineering Plans 30 SE 1"Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 13 of 15 APPENDIX"A" CONCURRENCY FINDINGS Pursuant to LDR Section 3.1.1(B), Concurrency, as defined pursuant to Objective B-2 of the Future Land Use Element of the Comprehensive Plan, must be met and a determination made that the public facility needs of the requested land use and/or development application will not exceed the ability of the City to fund and provide, or to require the provision of, needed capital improvements for the following areas: Water and Sewer Water service will be provided via service lateral connection to an eight inch (8") water main located within both the E/W and N/S alley right-of-ways. Sewer service will be provided via lateral connection to the existing eight inch (8") sanitary sewer main located within the N/S alley right-of-way abutting the west side of the property. Adequate fire suppression will be provided via an existing fire hydrant at the northeast corner of NE 1st Street and Avenue, as well as a recently installed fire hydrant at the northeast corner of the Royal Atlantic development located at 12 NE 1st Avenue, just to the north of the subject property. Pursuant to the City's Comprehensive Plan, treatment capacity is available at the City's Water Treatment Plant and the South Central County Waste Water Treatment Plant for the City at build-out. Based upon the above, positive findings can be made with respect to this level of service standards. Streets and Traffic The subject property is located in the City's Transportation Concurrency Exception Area (TCEA), which encompasses the CBD, CBD-RC and OSSHAD zoning districts. The TCEA exempts the above-described areas from complying with the Palm Beach County Traffic Performance Standards Ordinance. Parks and Recreation Facilities Park dedication requirements do not apply to non-residential uses. Thus, the proposed development will not have any impact with respect to this standard. Solid Waste At the highest waste generation rates, the proposed 6,268 square feet of office floor area will generate 16.92 tons of solid waste per year [6,268 x 5.4 = 33,847.2 / 2,000 lbs = 16.92 tons]. The Solid Waste Authority has indicated that its facilities have sufficient capacity to handle all development proposals through the year 2021. Drainage A preliminary drainage plan has been submitted indicating that drainage will be accommodated via an on-site exfiltration trench system located along the E/W alley with water drainage accommodated through inlets. At this time, there are no problems anticipated meeting South Florida Water Management District requirements. Schools School concurrency findings do not apply to non-residential uses. Thus, the proposed development will not have any impacts with respect to this standard. 30 SE 1st Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 14 of 15 APPENDIX."B" STANDARDS FOR SITE PLAN ACTIONS A. Building design, landscaping, and lighting (glare) shall be such that they do not create unwarranted distractions or blockage of visibility as it pertains to traffic circulation. Not applicable Meets intent of standard Does not meet intent X— Upon compliance with the conditions of approval. B. Separation of different forms of transportation shall be encouraged. This includes pedestrians, bicyclists, and vehicles in a manner consistent with policies found under Objectives D-1 and D-2 of the Transportation Element. Not applicable Meets intent of standard X Does not meet intent C. Open space enhancements as described in Policies found under Objective B-1 of the Open Space and Recreation Element are appropriately addressed. Not applicable Meets intent of standard X Does not meet intent D. The City shall evaluate the effect that any street widening or traffic circulation modification may have upon an existing neighborhood. If it is determined that the widening or modification will be detrimental and result in a degradation of the neighborhood, the project shall not be permitted. Not applicable X Meets intent of standard Does not meet intent E. Development of vacant land which is zoned for residential purposes shall be planned in a manner which is consistent with adjacent development regardless of zoning designations. Not applicable X Meets intent of standard Does not meet intent F. Property shall be developed or redeveloped in a manner so that the future use and intensity are appropriate in terms of soil, topographic, and other applicable physical considerations; complementary to adjacent land uses; and fulfills remaining land use needs. Not applicable Meets intent of standard X Does not meet intent 30 SE 1'.Avenue,Block 69 Office Building,2007-266-SPF-HPB-CL5 HPB Meeting October 17,2007 Page 15 of 15 G. Redevelopment and the development of new land shall result in the provision of a variety of housing types which shall continue to accommodate the diverse makeup of the City's demographic profile, and meet the housing needs identified in the Housing Element. This shall be accomplished through the implementation of policies under Objective B-2 of the Housing Element. Not applicable X Meets intent of standard Does not meet intent H. The City shall consider the effect that the proposal will have on the stability of nearby neighborhoods. Factors such as noise, odors, dust, traffic volumes and circulation patterns shall be reviewed in terms of their potential to negatively impact the safety, habitability and stability of residential areas. If it is determined that a proposed development will result in a degradation of any neighborhood, the project shall be modified accordingly or denied. Not applicable Meets intent of standard X Does not meet intent I. Development shall not be approved if traffic associated with such development would create a new high accident location, or exacerbate an existing situation causing it to become a high accident location,without such development taking actions to remedy the accident situation. Not applicable Meets intent of standard X Does not meet intent J. Tot lots and recreational areas, serving children from toddler to teens, shall be a feature of all new housing developments as part of the design to accommodate households having a range of ages. This requirement may be waived or modified for residential developments located in the downtown area, and for infill projects having fewer than 25 units. Not applicable X Meets intent of standard Does not meet intent U.i It w - >Q J Q _Z QQtW — z d C. '— la 1 L N.E. 1ST __1 ST - 11111111Me - - N _ = W 1— Z Hir _wit a .liff z Z Li I ATLANTIC AVENUE 1 /I( Li w w > > ............:: w Q S.E. 1ST ST. w z o Q o N I— - Z > 0 ,Cc.) lit - N Vl U) CC S,yy 2ND S.E. 2ND ST. wl vi o - z - - t.i 3 vi vi vi t.i Li 4i vi vi _ vi S.W. 3RD ST. S.E. 3RD ST. N 30 SE 1ST AVENUE —11111111111r_ SUBJECT PROPERTY 12-43-46-16-01-069-0191 CITY OF DELRAY BEACH, FL LOCATION MAP PLANNING & ZONING DEPARTMENT -- DIGITAL BASE MAP SYSTEM -- MAP REF: S:\Planning & Zoning\DBMS\File—Cab\Z—LM 1001-1500\LM1043_30 SE 1st. 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II r••ap�-� .. w»ALL.....•-.rmuA,o DO GROUP B/17,000 S.F. '�° J' I, ! ° .a>�,.r.�^ S = � °""" _ ALLOWABLE HEIGHT L r' / _L_ ,a p NOW WO �WITM 01000 �� . wr,ra,r Awsrm 35 PERT/49'(D¢LRAY BEACH) l 00 wu•m.+sorw.c.i rr rom.c•w w.LL v w.M „e. .v ; 4�;. �Y D LOW nAT 6 MO.�.•oTTLa..L..L:r�.p.• n.w �L C' t• D Y � ..;i� _ .� SEP 2 6 2007 nE.a. • J _..era .a .w,a I.GOMACTO WALL Pe 011..1.12 TO Tu. 5 "ua PAW W1.66.•^TM AWAR.AL 0 61 „ „ PLANNING&ZONING n n. SPRAB SUBMITTAL p.•.apq 0o .0m0. "PI BLOCK 69 OFFICE BUILDING .aa �' n..<p.;apa.DeT. "By BLOCK 69 DEVELOPMENT GROUP, LLC." Delray Beach, FL s¢ SHEET SCHEDULE [..YN ZO u rou,.Ac,o+n Ax,A+.cr.ororo.+w TO SUET N0. SHEET mix SHEET N0. SHEET TRLL sneET N0. SHEET mLE `•" _ W..COMPACPAL y Al mu ARCHITECTURAL ELECTRICAL nou.�,w ryp0...ro,r o.LL ur,L,n�ne 2L$, PROP09C0 9RE PUS/ 9R[PLW-PHOTOMETRIC •w C•'”TC.u MOO ro rc w.n 101. i AI.00 GROUND TIDOR PL44 .A.oun..L•• i-1.3 AND LU10NAf.0 CUT-SHEET Q....9/i•• wow.moo. ^ w AI.00A PRCP03RD SRt PLAY/ • 'N.C.0,.,l 0.0,?H �.YAL N•4 000ro,n TO P.A,pAncr GROUND M1OOR PLIN , •-• •ti y A1.01 PROPOSED sox DEOYOLIST H PLAN _ ,,,.. UND0CAPC • c0 0 000.606.. .UL,wu A200 PROPOSED GROUND FLOOR PLAN wlY,/L,. L-t PLANTING PLO N41,1'•M-.• - r • An•.o PIKOMAC A301 PROPOSED SECOND FLOOR PUN Ac.1Y,/rA. L-] PLANTING PUN sum,/,•. k 0.001.007V0=0V01-111 WPM OM NO.NON.WNW, 0•0Y7.*w .1209 PROPOSED THIRD IIAOR PUN ,•,.a/II. 1.NON ry NOT PON... ..u.•ar.... Ga a. wnA,cpT+AcrO+,occomw 'A'�• A2.03 PROPOSED SOOT PUN sm.,/L,. CIVIL ENGINEER .uLI TM.naUCwcS.•� �L ,�,�,cuu+L•,o'in�cop p'�r .W.00 PP9POSCD G14T Y CEYT(BLAB AII2Y,Cv.• Cil COVER SHEET » , r.wa0OM•Wpar (YEI i[PIOR CIEYITIOA9 Y�•• ,W LID.WA NO awKM A'+M /04 o ;uuq�C r. ' ;rat': 90Ur8 Y NORTN 1001001.1.001. MT.0100T.AO w 'LL'01 C%TCRIOR CLLVATIONS Aw S/n• CC] BOUNDARY AND fOPOGMPIUC SURVEY • AT AO.rY,ro•Aw AT.00 PROPOSED SITE SECTIONS K CID SITE PLANT. TO ,m.g.a ,. 1 OA i� 4- 7. `w:KC .no'°ra..n,.v u" LOCO•C runvcanwn.•ow.•ox. 500*2. . A7.01 PROPOSED SITE SECTIONS AULy,/L,. CE4 PAVING.GRADING AND DRAINAGE PLAN ALLwTAL r411,4Mn.v..0 ear•ro p•.„r o...o OA.....„ j OOP L 06604 WO COON.. �,wr1Ro, CLS HATER AND seasPIAN o+w..,e TO WI r 6 corre+a OM.MAMMAL 010.mww.cow:nou uo c,.e+'0. LY MS ro _1 wLt p +•4 ru,L ALL Amiuw •...Are. ALL pan wAALL PI WWI.D ��roM r�WA OP rwnw Ln+r.w,r•,e c ro..c.wvo..0u•Y PIA 4.00 KM WT.MIL o M ew.O+Aww.ALLOW w0 ,`aa • vrLil ivo LLS TO.... 1111.1010+ n+raoc +.n TO. n.rNO'.u�G ii Pi•. cr �o ubun r on uwom ran•�AL��E�ryw ALL LW..AO WIA IWO ncr.a.A.Ljuusixtz op wYA rnaownu.»AAo• M.'•"'.0 rw•.+NA'po WO wow A. L VOP 04.1101 W.MG n..cr0.. .rowA"n.Lirs�M nAWvwaOiA WO G.�•rA•a GOAT.OrWwy�•ruoLu MANT AN pwr�'a �.q io • • 1. 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MOS 0.00.061.4.Le�•w.TM Wn d w,.r Lwo.wrae.eA,..,o•NAM.•.W COTOPAE•o+ "A IS w»LOCAL•r.•o.,0.YO...uc.«. +'°"'•'LL°'�•Lo'o'o'w.L�O"L.ae" n..c W.u,ee� n.m•.v.0 pa,�+.a roL v»11.0.1 LOT A•.A,AM O...w is O+TO 0.01.,.A0IWO„An..r.a» MOO.WOW.NI.6601aw cnarnL e.aa...�a "i ua:cures,:•.,o...,v.."i.`•ruAw.w,r,.v.,,.a,C. .an.wr vAc.cATw,MOM TO aon..000 WALLOP. _ __ _ 10/01/ 10 ...sew`.,.a n': RWALLA ...0 ,0 ua MA <w•.a.NOTW� e� NiTALC Ti LW LANDSCAPE STRUCTURAL MECHANICAL + ARCHITECTS �� NIR�¢DEPAORaMe W.NT NO*Eo•.L OK/,. ... a.Y4. a�.N CIVIL ENGINEER ARCHITECT ENGINEERS ENGINEERS ON LOW�+p,a a nEro �w��T SHAH DROTOS & ASSOCIATES DAVE BOOKER AND ASSOC. T.E.C. KUP) ELIOPOULOS ARCHITECTS LANDSCAPE ARCHITECTURE McCARTHY ENGINEERING THOMPSON ENGINEERING CONSULTANTS 205 GEORGE BUSH BLVD. .. unnws _ _ 000o,...LAo.•.+AA.o.a, i75 N.E. Bth Ave. Suite 348 Delray Beach, Florida 33444 f.11 r, ,rAn A•., L .N0 3410 N. ANOREWS AVE 75 N.E. 8th Ave, Suite 218 108 Delray Beach, Florida 33483 112Del S.E. loth. Street •_,•• e.A�,Awo•.,A»•+aaw Delray Beach, Florida 33483 Delray Beach, Florida 33483 p �, ^p /� .. �T.•• POMPANO BEACH, FLORIDA 33084 It. O UI�II II I w• ,:v...""Lo v"".n.ar,°w u •'o+s." PH. (581) 921-0338 I6r .Ir U "G\1 ,w„ ,,,.•,+,,, .. ,ALL ti,,, PH.(954)943-8433 PH. (581) 278-8311 FAX(581) 92L-0340 PH. (SBl)274-0200 PFL (581) 278-BOIL nu .Yoi,o,irno'.f.tLL..on.::.-..-04 ..."'° FAX(954)783-4754 FAX(581) 278-3889 FAX(581) 274-0222 FAX(581) 278-8129 ARCHITECTS, P.A. .pwA nr.o+.o AT w.WALL..•0 Caro 0 pupc. • LOT K r I �® BLOCK69 FE vi.'. r vP.., P.n _ r' O Nan,TO MINN M, =az 2r n\\ m+x:r 121.50. I T, A I ,',;4 r �rMD�n: /ems"" �' t I 304 GLOMI PGILYAID [ `S P;r �! ! j Roots far s MOAT IUG RA.auu ELEC. i. `� + HI i I I ,e�+OeE 141.VT.9695 ''ice ' ' $ I I v A1� '^I r '� 1 ` Jr"' OE1.D6.600 i jp 1. I .• m '1 r� r� �+ Er y, •� ; j,'v .. �LW'Irr 1r1� Tr f . Q I tl Jr"' 661.D6.6DV 1 ' I -' _ ,,O.r oax ..i 4 �0, n„v: 4 •[c,.,.� " j 'KIt .. . 11 '—•1 I��II Ij- .®, p1 ![ca[ 4 jjj,' �$ C.LR7 �I YI► jr, a'aca. 'µ..J n.aw[ �� i II i ROOM LOBBYELEV. PARA° I n`�m�.- .1' i F h [ u p wa .w»n i" -ti<« vu �i �� rY iji 4 i; .r ... •n1¢ . Imo,p..•M �(i 1: :.,I,�%• k" 4 i I k i100M [' l f l • Dow.wi'a ur.c� G I .„ y' LFI L9•r u' LPr ' LEr 4 R-s 4 r 'fl i 4 I L t WI �►11o1 ` I f� ! ii LOBBY t ),[< �- . • +' —. • LOT 1 • $5 a - e'9y I. �---- � 1 , r , F��/�/ Y�''aoeoMcuce _ n..�...o,.o[w -- ? . .+ r In '�'" "f I IGw. ... ,r.'" .?ipp T. ��t491f. v • SBLOCK � , , a 1 J j 6 —I +-Done I 1 �, O O N.D. �/, 1 ` I ' o.*wr1 IPARI(I' P RMNG .1, E=, .. . aw-I Q] 7= t` R [ ' � lOTADli WTs•cfe �� 1�' �1 .. W T W Q_ w 1 - �! ,�r�T .�b,ry[.,a � i, I',li llir j h `1 am 'I" t��.1ovr•• L.! U0— ON44 �wDr ��j�::� 1lI 1lIIj *.0. ¢ s" 'a Q .. - .�� ` _;1 11' !L '\tL _ -JJIMH .•� a I g GROUND FLOOR PLAN • r• ® II�l I CI r t' e a 6 IIIt OIIIIIIIIIti1 l! N 1 P27 � 09.34.07 1 C,....„........„...",.....0.4•41Re .r[ v.._— un& .. , , N.4. x o Q J4 SEA: I ro G� < 1 iiiio • IE p 8 1 P. ALLEY e' 1 LOT er REVISIONS: �'—~--_.____,_ �- EXISTING —T § p"."""BAR,NNW, [�_—_--__—____ —_ LOT 16 , LOT 17 [ _—_ —^_-- _ [ I OdRPORT BL6CKB9 [ II BLOCK 69 I BLOCK 69 I I i LEGAL DESCRIPTION �/ • 4 LOT D O rouDDMew Q OLOC%N.C6LRAT,rLp.oA', ' ACCORD KKTO NE RAT MIRADA A.MOORDEO N PLAT I g[A� DOOK I AI 0.Tim,•uxr RIGOR.O.PALM PARKING REQUIREMENTS MACY IAID LAND..mAM N PALM MMANI GOWN,MLORDA. DE.RN..e. cec•cn....Non.e.,nc, OIAO NEIN, BUILDING AREA CALCULATIONS yY ��}},�E =TAN.INI SOA.RE PEST Y CO,AC?.e MORE OR Or.'AABf ILobICAlLI1tATpW: D Rog PP�'11�,l9A 'l'•� PARIONG REQUIRED FOR OFFICE/BUSwEss:v ZONING ODDro»uaD LOIN, wwn. m i }mot q�aaE T r Pee,w eTiw.Re.D.?.. ...........• n. 4,12 DATA rent OFFICE Wholt. STAIR R. N.n. .' Fr l�k�' ...NTS ND RIONTIND+L.AN a necao we. ea n. • F Toro..TE AREA •.,W el, bos F'`*".4 - e ^' NOTES: n.ea n...roR _ ,.NTT. _ R661[ ir7n't � tf T' AL NALDW gpTRNT .Loe,.}. N ( ` A OT NCLUONO WK.,PAR.,. p u.[ecAl[aOP,Rom, O] •'''' •�wLrit Fpc,'wa in. • L DO NOT.CAL.DR.w*Nei Y:n n M.R..*NInN ITOPARTT LM., 1 ILECTRIC ROOT� +1 MIT. M� IRON 4 F•' t'.., f yy.LD MINN ALL ONNe ONe I Vn nn,rAAR•,.au,wO,.auL.n y.otA! feeNCRETE R DARN.LODDT) MOP. IN n6v MANN bon ONn. - y L G )u [Rawn,Z.'ednR.eTa�o K n.LLEx erwro.r Pe..R[w.aRRD,...e...n�N..R..e.LaA..o• [eac,e,6.roew.uD . .w =NEMO PA�,N. NM Nn. 61 �[iti Fzrif it,6 r,F` s14 11 IP :ANCIRrr AR �r T Rx RAW./ N. .,+ 6 .I Eky`itil AN OEees W D 'ITLL FFa� ,•v.u.,.ar� feRIOC TPA./ :)].I N. NH 0 TCTLL eIP.A. .A]N n. 1 af:111�1E lhilN[IY11i �: + C �`L ONaRAL SADALDN:±�D�r6ATKI PARgNOPROVIDED FOR OFFlDEBUSINESS: SECODFLOORCAtCUATExe CFC[iC6iF►T C�!['AILRw AID Q L LANDSCAPE g S.VERN ALL....[.+n Lor ONNSIO. P MN Ie.• w 0, c,P.s, In.N.T. ti'& CL ..14,e41•1•g•.Idi al t, Yb.L0PN INN ORMV I. PM ,NN CNN. v.Eu REWIRED Sr ICAR LK•] 9, N.T. "'�• [ NA i NO.ao..," a 6ucTRD Eau P.RNn, [(LECL[Rt LCt7.'��1 i1m1 I IA r .' Y LEGEND: •u P "' TOTAL MO ND,• .,III, A TaTLL.Q.D e,41416;. I�eli�EFlFciEA`F 9�SRC Lu�f ^R �'n oaf TOTAL nOIRION •010 II, Sln. N!MEET, i� riliM `"`"o.IT w M1�6•N6 LANONAP6 AND THWGftDpI Glf AT[}N: 'ri17�[RiCCP-CILC61 .. L,� y- . { .u.[.ewer, 'r MUM"SETDAW P,.m'OMD SENN. 5§ONCE NIT. �r 5 L..,.usc'IP:reC6+,:oLow,um oDia`1.L ••"`•'v..v.,o[v n.-.c....o.,wo ."°Dp, n .uo•ro.evD'.e• io6%raEr , V DONNEDLLECTRIC 6Po,e-r. ,.NIT. , ge6CPEteir;l NNF L.� �+71e7 6V I,. .• 1,... 'PlIR".. TOTAL AREA, Il+,NIT. € NORD.D.oo a L�c. :'0.0[ N CIANTI v:'.P:;R�IHLwow m TOT NCPACE. .O.NPT. LOCATION MAP 141.0U �ee eE.nn*aNTRc PLw 0 LANCK1 DRAM I.OI.1ABOva A CMYc1m DOOR ORNJD To u Kg • DI4NK+6.Yer4Ka 1( CIVIL L G. CC n.•-m •-a•Nr.PANTED(1011.1 . n•s. ar-v 6••a• i If;L;+:: WWI➢&L..<wIiYLMOCK WALLcoA D t'-•• e a LOT= '• '+•-m• PPG eu»iaiee 01,CLACK c wn]K I /TAD(.Aw'. 4.0.1 D * S. ®® MOLL V.1 P. •. . _ aC1]AL rmJ 1 w NtONI aunT W N.a PPD..COATED D LO,`cAnW \ A. ,ssrnt1NAm 0 A. �(WY I.OVDJ 3.177 .Cgr'].ONnIAi TT. `u L�O OuO ice.• —' iA,L -1.N.,- ir. arut :K :.a.*w:u:ra.' aoaRCc�oca cTS, P.A. iw wuv,m a ODD•.v I II` L�p,��1611 Qul 1, 1 9 Ei_�I �� ® .Arch A.o Ia.An ev,r.a a+o• fAG11CN 6661.9f.679e e.ecn Iw.LN.Ha<nRL� \I tT,� {•��I� ➢ ➢ .m Itn'a•• LROt AT OLD caner .DNK-4L.Y• DnALLmGf ICA GTY LY nn \ T } i1.AL Ni' 'f1 MIE4- •RN.HDIwLLX iD NAK aI.DP1 Dewy eaAn.6..G'a • V 4 14 *1I I , itrr i• u W-.[[cILnL Dnamm NDN i 'J Y" �� I I , M prY a on]ur eeArr a•Ec • �ry >. =ia ice_ i >( Liar _ 1 .�'t•,A.I. 6 ain TN.crO,t0 NnD NOWT N� .(. aq� ` .� a ,I.n cNDW PMAD- -. iP T77. T�u4i• 1--_w_�_J1{ ••-m- .."1,- .I[V!.z"711'/.4ra�gligia�_ //,'_'..�li B w"ILi w I�' [•Ui't 1 j0 l��r :ca 1.]tT[D L• t 1 I`'� I O "p VO �~ < ^•.100.0ma,ma SKS RUCK / la/,.. wD nnRw+D+DI rn / 99"^^ 181 BB�H:�I :< romn•aa.m,.an.�+ D 12. I / D rl.ice ererk- ..w..d� >G IIIIIAuirral 7.... TwaD er•c—_,c,• NATDwE I11 / / ML == I� ,,� i NDRGTe,N mar. I I . �' / I �,II4 . 6 0 pa IOYAL M.✓Y II/OL+[.OJ I\w\\ l y / ,_.___.,_`' .an,,,,,,l. yn11U!1111 _ F ® cwy Y I �I ��\\\�,III��I C Der � If r �wr�ED.AE. c� V•�UI`r' I` I t t II 1,�!'II'I I I�U i n.... I im i i6Aiou Z Liti.II ii 6 ii = w! I ..lill�Yl MI14I —� _ — 3 J 1.1.11.C.440 ARIAwDRu*a,.aaRa,D I �' b'nd• �:.• ,y.p•ry1 ALLEY Y-•' ,•-1• N'..1 [Amrtax xierNa]D�m'eaMTAr LOCATED araD wLL :m'•m•ewur,NAwLa IV r.aa[,nD Wvan ro. O••.m. .urG.eD LeL...oieAiai ,Tp[[T.,a R6T ave.a T C m Z 0) NpKa r0 Y'••'1 I. Ua•Aen.4T-/ RM.,m.o.moor b .. W U s / moan.N .DUCci 00•6•L -�-- f �. a (j U 'a� 0 - ---- Im,e 1 tm.9 =1'�'--•— a]a,T.n Nr•r... �, 0 ^(r IiwcX,Y T I eLxKw ----" cssOnr E. 4 00 0 w o 8 DRAWING: NOTE, ioO OS ono.. SEE SHEET AI.00 FOR ADDITIONAL 0010.0 ILOOR KAN INFORMATION/LARGER VIEW 1 a 09.24.07 . SEAL: COORDINATION SITE PLAN&GROUND FLOOR PLAN i SCALE:I•.I0'U• 1 1 D 1 t. REVISIONS: DT LEGAL DESCRIPTION �/ LOT,P'mJ,ON 60N P 1.0.6.OWL..RONDA'. ACLpmNO TO IW RAT TW R@P.Y.aOwo,D N RAT I eM1 eDOPT nal ReLIC NSC..PALM PARKING REQUIREMENTS y u<C.11.1.a.DA. BUILDING AREA CALCULATIONS .y ( Y� Du.11VJ .N.AU1 m[AG.CONTY•,LC.DI GROUND lCORGIWADDNI: D IV D RDT1' RDA i,. . 4 i ,W,au.a rtarraR.warloya /L(I(/. �9[[T •La"S_ u,� PARgNGI REWIRED FOR OFFICEJ BUSWE94: ZONING FOR euM1D.a', cDDroewAD ;oe^rF iu 60.�. L 1Tn y..��}] t 6030.1.t TO 11.17......6AIDI Or.0.1aNNNANTD• •••�•'••amgm n ,bra DATA L,'Mg n An NnDN»-P-uur OP RICO.. 1 TOTAL Nn ANSA .,.w u. Km. 1 R'' y... }--n,�.RROf•L Al ^ N,2M acN. NOTES: 101,11D..clu"'Dw w.EUD�.�D. •ui •In,,n Ru,. ....a14.1 ROOT) wR (9 -ii Fl1na~,6GI e<x 10•44 Dag R.HOT 6C1LID OCTe.an.,cu(Wn111IR .a.rr LNn. °n.DT.e 6V1. ID qR. j111 , ��SRMb �•, , mn� I.I OLD VIM,ALL Du,Du Ora I •,A..a R.r,•6...,.NAr u+O..auN]..•.tA.I (DpYMTa•OA.Aaa LOODY) ],SR v.03 .W.Mr i,.6 IL y ,I S. T ;D .6r.1..ea.r.m.w..I64.6.a�.As..DRD A� N�.^�.°.,.Lx :SR .,D.••• MI E g,te<tF [rr Egg T .,a"�, _ h DANYD. NOCY61 ,r tAAP.ALTPAYcar. :,Jdt1. TOTA A..A 1411141ln' CIAIC 4.i1.AR.L CALOAATIDA AW AT.Ox VAAgiJO rRaV�Dm can OF lGE euswEss: LARD..0•11 J •••, moo.noon PLaLAPPIT L�C[itTiiEkg (�-coal L�i -��ID�,� •DM,ALL PARC.a LOT D.n olao P•'R•e••a"m ,Nw..NOu RM..nx Rm.• w IP. ow.. ,n,w Ir. L RLEWLla A G all r t A 6LOP[6can.CIVLDmn. WRAC) 11,1.1cA.LR.,T661. aD,NO[aR..DPL ,..a.r• EIILE[EIF;k E'R1e1ill�tl Frt.7'?xl. .D V cO.aaD roN�A •ia•ate. 11itirtilE+ IPPFP i U4'` 7 . LEGEND: TOTAL MDR.. .,,... .L A.. A,],.10. SEPDIEE.•GGiR �. I fn Al.ofIL.NNDED .U]O,I. 1i11. .^ 33 .... {OnM..A.e..l LM.C.CA.ICO L......+m.O ..and"' 1.a DwT➢.ua rolDeaD"NM.. ol.Runow aoalfilrA[.L(na aueaR '•'iairli apiiELR_ICI -.auPt `'I 8 Kq NuaN.narxNa PORNO nw+DN. O 6••u.r.lo.+m.m w4?. 6.CM'.m'N'.p• r [cr<i0,a�..IW4 ]6.y IL .L' 7A LAN by 0�J{B7 '� L 3J.iTrIM'O DCN DA00.Ow[OLL OE NDa, UT 0•-6•] UNIRLO roc.. 1]],ea R. .i.1Ll,T J . ;- .1 ,:.. . CO .VD ;..4N7 a ., W.I. TOT A.p. ,J N A1.00A ...APO vwiW]p O ALLDu.ela uT. 4'-m' rT�b COC w� OaW OgraL m O.wm.LOD 33, LOCATION MAP mNK�.Y. 1 I ra a Ae".D.Lr.,,E uHL OPAL rmaA•c 9r.1ca • LOT 20 I • ��E • BLOCK 69 I ®® PATCH 6 REPAIR ALL EXISTING I CONTRACTOR TO RAMPED SIDEWALKS-BEE ((\� Ty PROPOSED SITE PLAN. Npc./ ERGIINNEEER ALL WONATE RK Y O O O\� TO BE PERFOR'1ED .D v JJ ..J 1% CONTRACTOR TO REMOVE ALL EXISTING '"cITT RDW. �WCkOYECYS, P.�. CURCTND. 20646096E 6011kVlA EOM 1E60 RA p_ _-__��________589=rs_ 124.z __ f•"i MAIM �I9 UD��Na__ �� T'. / U FACSMF 661.96 V6.601 T S ALL EXISTING ASPHALT, I:•. 0 CURBING 4 INDERGROND I'� tFp' N / DRAINAGE STRUCTURES TO BE I 6 I TM^'. REMOVED. \ I,V •y,fLW g l b I� /� `y____nIYYYYYYIIYYYYYYf/f _`\ :LC:), ' -,I s I:•..':.: w 0 a I'.'.';`%i. z N Q a CONTRACTOR TO VERIFY WI OJNER CONTRACTOR TO VERIFY W/OLLNER CONTRACTOR TO VERIFY W/OUNER Q Q ON ALL SITE ITEMS TO DE REUSED ON ALL SITE ITEMS TO BE REUSED �•'��'i�. y Q 0 ON ALL SITE ITEMS TO DE REUSED AND/OR STORED(LOUT FIXTURES. AND/OR STORED(LIGHT FIXTURES, - 1','1%: h POLESR STORED(LIGHT FIXTURES. POLES ROT/AGE LANDSCAPING ETC). POLES,SIGNAGE LANDSCAPNG ETC.). I' 'y' 111 �I SKdJK+E LANDSCAPING ETCJI %%{ i.V.% Co CO 2 . I II (/ Ii I fi I, ,h C)U N>r/ i i 'i ^f i i N``%�i l y u l Ira 5 Q LL CONTRACTOR TO COORDINATE W/ I i I I ALL UTILITY COMPANIES TO ENSURE I i 1{ `^-% /� I �'%0 J U. Uj LA ELEG ' PROI`pR SAFETY MEApUREMENT ARE 1 I `C)\ > < ° m 15 D USED T1U/REGARDS TO THEIR EOVIP1ENT I I _ f I a • p E Q 6 STRICTURES(TTPICALJ. 1 I % r�:0 DRAWING: TN� I I 1 f i%>/ • I . PROPOSED EXISIWOOD j I 11 I i f> /i> A� • .•E SITE DEMOLITION . PtAN �\ PONERII �_f y POLE LL J� IL ' '� WH O REndIN I; :...........)Ij. yyM'•p'aLLCT d5 IS' ei\�\% AAI/ /_ �A i� QI/G AUK CAI!/ AVID 1/._4L /� y�VIrR 0 -...Y%..,. , 09.24.07 /\\� -4v ';. ' !/I\TUN iV/I�N89'58.23"W 124.00.4\ - r ill\\ "O/\\ %'/ -!/I\� I c rINIHn' CCW / \CONTRACTOR TO COORDINATE CURHMG.TOR TO REMOVE ALL EXISTNG I E SEAL: SEE LANDSCAPE PLANS) EXISTING 3 FOR ALL NEW ISLANDS. SCCNCAIdLK ' Ill/LANDSCAPE TREES PE ARCHITECT FOR }], ALL TREES TO BE REMOVED Ex18TING 7 OR RELOCATED. OS•ASPHALT ro REMAIN'AS 1e•. y DEMOLITION SITE PLAN REVISIONS SCAIJ::S'Ir.l'NT 1 • DEMOLITION NOTES H I. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL ASPECTS OF THE b.TRAFFIC.CONDUCT DEMOLITION OPERATIONS AND REMOVAL OP DEBRIS TO 12. POLLUTION CONTROLS.USE WATER SPRINKLING,TEMPORARY ENCLOSURES,AR D OTHER ' DEMOLITION PROCESS AND WILL TAKE PRECAUTIONS AGAINST DAMAGE TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS,WALKS,AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT RISING AND SCATTERING IN AIR TO SURROUNDING PROPERTIES. ADJACENT OCCUPIED OR USED FACILITIES. LOWEST LEVEL.COMPLY WITH GOVERNING REGULATIONS PERTANNG TO ENNRON'IIENTAL PROTECTION. 2.THE CONTRACTOR SHALL TAKE PRECAUTION AGAINST DAMAGE TO EXISTING Ti.PROTECTION.ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF d UTILITY SYSTEMS. DEMOLITION.CONDUCT OPERATION TO PREVENT INJURY TO ADJACENT 13.DEMOLITION INCLUDES COMPLETE WRECKING OF CURDS.ASPHALT AND REMOVAL AND BUILDINGS,STRUCTURES,OTHER FACILITIES,AND PERSONS. DISPOSAL OF DEMOLISHED MATERIALS. S.ALL SYSTEMS REQUIRING REROUTING OR TERMINATION SHALL BE N ACCORDANCEi Pal WITH LOCAL CODES AND PRACTICES AND COORDINATED BY APPROPRIATE AGENCY. S DISPOSALI REMOVE FROM BITE ALL DEBRIS.RIB615H,AND OTHER IA,SCHEDULE. SUBMIT PROPOSED METHODS AND OPERATIONS OF BUILDING DEMOLITION TO - �e P.n OR MANUFACTURER'S SPECIFICATIONS. MATERIALS RESULTING FROM DEMOLITION OPERATIONS. OUNER FOR REVIEW PRIOR TO START GO WORK.INCLUDE IN SCHEDULE COORDINATION FOR G N SIIJT-OFF,CAPPING AND CONTINUATION OF UTILITY SERVICES. . 4. ALL SITE LIGHTING FIXTURES SHALL BE REMOVED WITH CARE AND SALVAGED E. NOTE.NO ATTEMPT IS MADE ON THESE DRAWINGS TO SHOW EVERT ITEM TO DE REMOVED.CONTRACTOR SHALL VISIT 01TE TO DETERMINE UMETWER OR FOR FUTURE U5E.CONSULT WITH OLLNER FOR W NOT SMALLER ITEMS NOT BNOJN ARE TO BE REMOVED.CONTRLdCTOR l5 HICH MATERIALS TO STORE/REUSE t W 01,F. OR DISCARD.(CONTRACTOR TO COORDINATE W/ALL DEMOLITION IN ROW.. HEREBY NOTIFIED TO STUDY TA!ARCHITECTURAL SITE PLAN TO DETERMNE NOTES: •• ALONG SIDE-WALKS.DRIVEWAYS 6 PLANTERS WITH CITY OF DELRAY. THE FINISH DESIGN INTENT.ANY OUESTIONS SHALL BE DIRECTED TO THE OEN,CONTRACTOR CONCERNING ALL ITEMS TO BE REMOVED OR TO REMAIN. 1.OC MST KAU Ort4.tlPI S. 5.PRIOR TO COMMENCING WORK INSPECT SITE FOR THE FOLLOWING. I.ReLp L CTOMPG,ALLTD,A.1. 1.CONTwACTCw To unapt ILL IX16TM •HAZARDOUS MATERIALS. IF ENCOUNTERED-NOTIFY OLLNER AND COMPLY IO.PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY CwrolTvw,AND NOTPT aNDMInCT E PIICAWA SUPRA... DEMOLITION OPERATIONS AT NO COST TO OJNER �6C� �R,I F. WITH ALL APPL.CODES AND REG'b.SURFACES REMOVAL.INK„ASBESTOS. A.ALL A.AA CALDAV OF APE AMNION. -ANY EXISTING DAMAGED MATERIALS AND SURFACES-DOCUMENT AS RED'D II. UTILITY SERVICES.MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN.KEEP N 6,V6 P ALL PARKING LOT D.m+Mow /� FOR PROTECTION AGAINST CLAIMS THAT CONTRACTOR DAMAGES SERVICE,AND PROTECT AGAINST DAMAGE DURING DEMOLITION OPERATIONS. ANT KOR.UN CIVIL puny. E A.101 DURING DEMOLITION. C 0® 1IQI I �® I Ek I �� I o r. ��aE I I I ` I I „ ,• ®® �° .N. ao.." �,.. y id.. yY y .. ..• j .. 1 �.,....8 0 .4 • 1. r \•� , I O • — _ - --- 6a=0 -t.— == o,kC1:.5...... p — -_. Z: :_.� -ARCHITECTS, O.R. T' II d'i 'iy'� V . T 15 III ± RootsC. � 0 - �11 4 1 ` r9HN0NE 661.m.%V6 111 :�7��L I, u. 1 „� }"i 5•li i ✓ $Iq y i +1 .. L35►rS'J•'11 Q 78BIgft 661.96.601 ,. 1� • 's kl11 V��•�APB! 1 fAC9.tE 661.96.629 INN_ ! S +j j S I ,� .O �p + rneV, .11 uu t .�. 1 I , S OAT ca.oE ;, • i j w I I _ �II O II I: O 6 A3.o.. $ 6 x 9i r$�I /! j111 Y�QS LIFT �f` i , �r,�.�. ��I ti� j l p Y. � 0 LoeevE�` 1-r.,Y..`.... jl O I r`iq' y 1 ° • b -N, '[ - mr,. �4 L 1 4% L LI W I V L I , J! • I 1 �� l� L5 Ili : j b , � y0 o- G 1 st liZeM 1 .. b r _— �t t" Lvr 1+ Lur LIFT j uvr ` �� : r r �r • I iti .I�jraEs'iw��.an h=..---•__-� i,_._s�......1 . �.,,�..:,.J -- ---- '� -c.. ''',rI �I,� PARKwa .. �O s -- � -- Y1 c O�� -._. .- ----•-•-•---- -• _ , AnENawr----•—•---- _iiI - 1 G'. T. -1 ��Nr' .ww y 4 O -V"�' 0 •.--r� _ I loE9v I ^C} ,...L._.� .T 0 y --it 1 • bmw •q / ram"'- r i ajlit u,S• 00 .3Vp GJjL :T CD zc�1 —— —_ _. .. W- � _; ._._ ° y,A. 4. _ — _ _— ._.}.fp , 3I E• iim 1 l- 1 - ._._ IIM • B i - tI 1 I 1 LL' h1 1 IIt11I11I1!fl' F 5 DRAWING: GRGUNG FLOOR PLAN - '�... 1'-- Y-------f-=—'r.. fN..a6uv u..Oc�p .. ,.. i "*B' #r # - o6z..o] Or:r n.� y �..r V`�. ,.r..r 1 .,.• ' .; 1.'^, ..1 SEAL: 1 ..,b. it j I I 0. I •c o aortiBm 1 I 1 t b �b b b b �b b r GROUND FLOOR PLAN 2 SCALE:116•.1'V REVISIONS: J{{ Du . i WALL LEGEND BUILDING AREA CALCULATIONS .so.Moo" GOMM MO.GALCUAT ONV /> cow-awn LOSS, 1v wn. § �H� d.0.A.W..B•OS•34.o...V r..•r,Own i,. -V.•• _ .xl.✓\'Va;OPS onc."'.0 RP. MUM 4.K.. oarqQ Ka an n. UV POPP -' R w• �naw.umnw no*mamma.oar. ARTµCP rs.merlon'rl n �....r. CCU.VP aw. 'Lou a...,9 LA•uvArow Ilb w n. �\ ^ d ro Ice. al..MOP, o,.a.,. V u Kou="C., '18”0n ;oo'''"'"rww --V�� 2 a.cnu I:VO Pt z ....v.0 n..ou,.,w. .,+o:a'CCMTOOLL TOsoo+.a,.�• .°r WC.i DUCK PI .un.dw roaa+ ± -0 eruk O.q•s OCO...Mw..,.ln..«w....�. ••nu Taw...... mo.a.r. ?ARM a; �:::'.b. --, • ..11.STY ..4810111. .,Ro,:.au. rn Aon Panto r.,w,. wn, a,w O........0.,c.....0..... NOTES: b R N • .• WW D.rvI.L. C142.1 .OS 4 Tww.D Pi M MN..o.u%O wCn l g ,,.,..U.,O.,.TO ,Aocr TO M roneno.-v.ra. a r e NOT KAU Lo,...ar AU.oeaw.aw CC —0''= T..:a.1'P."..0:0 wi:onOj0C8.io i.:=...LW...'o°°" S..uW*Jo°A.ra..4TLII.o r..0.011.4.9w.w..o•PI MU, a c...nucra.o....r.0 va•rUIC y W -E VOL .au.w+...TO NM,Ar�.ncr" *a,O MIN,.Ow KO. S 1-:A:ni waw.w nn O°uw:=8./CU.... = 1 -®.� m ©i --:�a;i+i_.no..m _ S.K..r.cw�.now.rn....vx. M0� w ©1 RO ToPP,0...POOR.•0:0„.n.1. S. .0 r.u,n LOr o.,auON. S w� .No ALLPAMNO LO?O'.. i A2.00 • QQQ Q Q - Q o QQ Q '° TIE . 1, } .. } • ' 1 .. ..E lE. 'a �•� O ,er� �O ~u)�r)cR,2..o0 0 0... • O •O rO O % ge �LOJ OU�OS '`-----r-'--------"---------------------------------: " 11 — — W! liE —-- ' --' ...f- . AWCOGBTECTS, P.A. —'— ---•—•—•— —._. _._ — 5 ---.z:-'-== ._._._._:-:'-` .�-- 1L -.i _ u-� • :.—.—'------ 8 »scrotarwwuvA® i O i • I.. � a0 ER o�`'O' '•� �R_l1• ` I • ''iIIl I tealDELRAY a°ii ae aon O L '-.� WOM NS I..I{ 0 9 a i Q FAC2MF I.V6.629 1-_._._._. TiMEN$ O BA D 4 �I' I , Li i •BAD ;,.+.L r a p •�' • dl t i I 0 n t NANUU 8NFIL SPACE ONLM 1 —WSJ.... O . !✓r © '-.±+-.• . . Ili i 4D.w....r,n,.N..n. I fl MP' ± i .r .P I I rj_'--_---ir i ,t--rill -I. .__•_. - -— _._._._._._+. 7:11 -_._�.r. .t._.-._. .'._. ' •-.LOB Y. 0_ G Y ' , s 43t i {`- r © �,i.�,. •• +•I'' • :. ...r r.r N ' ' S b '' f `�... .�.,•r .. r i ) lIn i I .77 h move LI- O) U i i I ' ii yy'' O I• It O I{�ilm�sot• j •y /� is Y w w n D .-._._i_._._._. I GC �?W r eL+ ,,, C' .-,,,,r,. tri ..,-<» _.. -Ir. +. l.'� ` -1 p I y (� G m �._._..•,._I_ 4�rais. ; O 44 �..• . .�.'( `. t3 i�•, a tr MYr n b '�`�tr f 4 •ra ��. : . A y U �- : �t.I i ',c a r i�ttlr y O I I I 9 AZB" E ._ -.-._._. 7- I F. _— �l .t el .�.�. - ui ... �'? ..is6. c su�aa.5 2tc1, j t tci O I. �D I - -.nu, . .� J L.L. W¢J t STAIR.2 .i I .I 1 _ J .L i. I I� _' } 8 CO v;o P i • .—._.—._.I .—.—._ $�I �'i:•' .++:''I rF ">.:/i% -!:r 1'. .-t.v } I/1.r..• Y. '7'f `�r.r 1') O + PLANg DRAWING. nosco It ".... •+'_i ...• ,+-4 new •••-.(L ) I ! tit 1 ! g.• g. noon_ F SECOND • . r. i -I .. ,.r ,.s ,r ... r .., r.,• t y 09.24.o7 SEAL:e.y / I trEad Ii I I I b6b b 0. b b bo b ,° i PROPOSED SECOND FLOOR PLAN 5 SCALE:3I10'•,0 r REVISIONS: P. WALL LEGEND SECOND rLOOR uwULArONc I.. .9.Ic8. ))».Grr. steals• -' ,N)�•nu nn o.mA norm mew on..n..WM .:=7 rvn w,''N0 10.40VOR PAW NNW. iroo0 s'roON'ro..o e°.... ' F .x .VW.PO.W..M.A.,• W„L...IV W.•P.NW. ...raw.v a.., ' tuvaro.. 0CL IN. -' Ama�n..a..•.•n.w.,.w WAWA ov...wr u± MI PAI.TI4014.1.7.C...0.°i' `°wa.e°',eo eLoacanaNno u.a n. E -�' . W v n,.vr rW+,,.nxco•.•w -' TOTAL AREA. •m.a n. W nw°1.',•°fNM.COLOR*WOW. wn`LtmacAa.nu we9PRA"`Dwuo•..ro.w..Non.etox ro e • • -O. .••••u.).Cn•r rWn...O„• IA•PANTO,• ,� WWII.u.�l nlwra i•a'u�'o wtuM•na --O®,� r..A.L. Toni lICAVIN :..,,r ... .N.m.,,,.....c,'...L,,.N.�. .4u...).,..n.,...R NOTES: N • _ Mott. .w::�.�:7-::6:,'.:�. m .h.0.. oL•w•PL.11..00M I : !:r ,.�� ,Am ro a+P„r.rno.vt+ec>. OTow me«u,•P•M!,•!WOW v.LL • ). Kn.i ALL tMtNY E rwuc...., .ovo w,•ooR...w•w..u. romrtlau:um No*r.A irzc*.AyCJAPANCY N.•,.•,4 oR•, O , — — — — - 4 LLA4l OLLCW.tIOb AR APPROx. ® , ALL PI.CN'.LOr,ntNrCW S` ..WOOM wuno wAa.ut P•,rN.un•..�++n AW0L,P..AM cm.wn'.. n+oa.•wo..AAno.uww...PO,o,w••A. a A2.01 1 0 Q QQ Q Q .� r Q • Q° Q 9) ,. o� \ i r• 1•ow.sa.anw se.x•ssi is..aa ! .mac i".uu.i I :VAL.. ".aM.$i°` v, '-"'(� V S�O .. .v 1/ ;. -.�_._._._._._.? _0 d ARCHITECTS, P.8I. I 5� � •� --•-s•—•—•—•-------ice s 206 uacu.1al SCUMS° �:! ggQ{{SWAY W 5 aA,ssu6 I I <, �_ rem I 9ltlEPHOW 6611, 6600 I B 9 FAditF 661.90.696 I I ' S , i4 I A`.Ot • •- . - ------- ....1. ! 2•11 i .21S".••• tc7:7. = RIN•lri ' I ie i 1119191jran. . Mk 1 �� -I-------� -� Y r z 6 ,umium . MI � � I Ail Aug� Ira to °MI « „� I f x `MfiM MI J —I— —I•—•—'-- .ITEM i .:•� 12r- TA' lmp — -- ---'__---c.`.- Y H 1. " V - '-`-------- ---.—.—_.. .—- ----it--------- --. -------• —•—•—• „`i` ik al ab -� �;._._._._. •---•—�E° �s`'-rartmumming 1 P —�E._._I ._._._._._. i CRAWINa F / I 'I B .�"+'..Iw .E w�r.�o I \� yg ooPor.6 I y l 0 I I l ; fi I• t• F 9 I E i --. I 1 f' . �I .. r yr I, ' qx 09.am v6 •j ry ^ ,r 1 v. 1 ..wSN.wVr I Il r.y. , , i SEAL: / I I 1 5 PROPOSED ROOF PLAN 1 SCALE:3116•.I•-0' 3 REVISIONS: 4 J I 1 d 5 ,LAMA.M M AI b N NOTES: g3 I,949 MO Nor DMAuouN g L ONMVYLL .M Y I OM.. ' IiwA.0 WM,AKI y E 7w 94 4.M,ow oM.�.... • Al l L Qat C..A G.rIw.. 2.Mrm+..0 MAP/A.w,0M..... y� S .rro.on wrvm. . c .MUM r8� 4 3 A2.03 B . 0 4Q4 Q , •o Q Q Ai Q Q N i II �\� g S � � �1�� mos. BTOR. /KO�R�C, B ' .._ /� k' .SO KIM �O� _• ascwlrEsrs, P.a. n_.—._t,_._.—.—.—. rm:LI::: I Oa El B d fAC66AE 661.D6,/II9r Q <I i t O[I i vANiB SHELL I O jji O i fl ® �.1 . Iali I I I' �� k yp e yi d..�I1L =J! _=I!_!I!P! Ø111 I m . w P �7 Z '� i • „ M?fIh roNf�' 7--F /�1 e<i:i;s$ e xs RED1ni E$rwr.zu ;J s;v,.,c� rsI � ----------• t . -O V W F u5 ` O Fiu 061r 1; B6�'. ` �e. t I qE� 9c .p ptpg4�Dp�1 s :,�it in i, E� .0. 1 9 R' N� I� R :''EMEMBEL'RSFF.S. C. i>f ( F�,. 1 .,` i 1 IA�A±TIfH1M�7f ®--IE ; O V- ujg '9II 31�r -EN�a""�-66�af1IA[°_�. .�Y".B�N.=-0,,27=H�Cy .u_11=N— 6I=H�cB uN �/ CO O N O 151. (2)' 7 I I �O R � ��! OBINH PROPOSED RHWroonI 'CD II R k , h" f"s69i•'xivTIr:ar r" �' 09.91.07 •111111111.111" I I I • C SEAL: UV PROPOSED THIRD FLOOR PLAN V SCALE:3/16-.e',O 3 REVISIONS: WALL LEGEND THIRD FLOOR GLCVUT DALS ; •pAI q PT. men W..D.00�om wea.uw row.evuor,. aooT uuL,:i\Rio Afhw.+•Tu-rn.H�ws[v F • �'/wnW•rtN�n�iwnfwYl.P. ' ru�LtN Hnnw PANTO �i*mu son w.N�[aLopwuv ounw KNGa.•mTD ELLOTRw. :KR. �«.oaT,.Or..w.o.TIMI1,0 1 nccn.�c eam.wL ,•.n rt, - O.c as _ aw.L u.,..,,.co. mcco r..w '" , T .� Au.wn. LIZ. ��u. ~r�vv mAThwov.vcrn...w...rmo. r ML.D rFcou+uSOP OR RC., Af eoo..o..w,..xooc fa o.CH.ALCC...� CS.FT. _ • MORN.,v T...i.PI AM 11•ouoww.",. w•mn.De.v.0 TT.•..n+w+•,. '-"`�©<a..f v.00v•morn.. C..urt'.0 ToiuMiO:.•3.•Ri.oi¢w , ru.w NOM -{D •L:.P "•PAMTO LsL:w.:e roc :"c'ti b;•s. :;....�.,�...�oe..T�G.. NOTES: R N �/� . s0+wi1 rM,a rw0,OtO Iw N'Pow.to woo stx I.Do uT.CY..DR...I _V.cot� IJ^u1• NA M1ocw•TO DS rvr.CrtD WTALSO, I.ntlD KM,ALL DeTDtlKN•I ClKia UN.,WwLL•I O T�- roa oo;.o:r;.. 11110Al� Dwf..Of T . MOOT. ,Y ` � I/E T SACK.Wt. bTOR TO VCRSOMPANCY, TOOT ��[[�� O._ ewrw.efoe To.Tnno.emu Fox ----- t.IP OO./MAL Hone De.wrns. D ,� -b"•ffi® e.�iCL i tT2 C•TC,SLl TOS SCTttnOSS C St TOOL.•nux B j__ - _ - _ 4`•LLAI A CALCULATIONS ARS NwCx tat•ONTO AO.Nu•L4.•rgs O=•1 Dr 1102'RWLLL we TO MONDE 'v ©f....TA humw1;;;;Z vTni+ol VI ... ALL PAWS.LOTD•SR.�OI! �y S g5 A2.02 • • w..a— pp �: 'ill,l�.�, ---- U. .� . EL�oPoU�13 , -� - ARCHITECTS, P.A. WAY YAOL RA.731.1E I- =� PI=Ir 'wII• :: , adt.92.aava FACSIAM aal.va.al a , 7 v•• •}�� .fAC9AE edl.96. ..y.,%..._ =B =� I • ... as•-n= �. _a El- --7-•4-a.1-:::..Z•-• 253 L 1 .,...._. ..._ , „1 ...: _, : i CI ...n.« �« r 11111111 IIIIII! 19111! MUM I' . ; \ �_ r -- --1 it jr 3 ' 3 co m 6 I l I W 111- ›6 " ..,.. .v. J ui w Co 0 us o 8i i DRAWING: PROPOSED EAST ELEVATION STAND SCALZ:G r.I' (STREIT EIEVATICN) ..rn...»�...... "� ..o..... v .n. .... r..r .... " S r " WaNIEST MAD AUEV) E N3 EXTERIOR STUCCO n.r »_•.. 4 ....____...... • a far...:u. r \ ... / ...7. ......,......... SEAL: wx w,r.rwmwar...ww oo op w..... rm —} yy • •. 42: •.yi.i'A/l.r ` Ell 1i11 .r wr N a.a+^'•^+ p r•'� ' REVISIONS: '•".'.�.." R fir....u........ umor":".:31..n E2. • •rssnr:r,.+iw�� r--' ,- E rnw,w•w oc...ga.«•10. 7- i '.......n. LIGHT FIXTURES = � �— 4 i � 1.".' �5P A ) n ii r — PAINT LEGEND ., � 0 aar.a'.Y7:ir."' - h ,•�.«— « PROPOSED WEST(REAR ALLEY)ELEVATION ? /� E.=L...r......,,« SUA.E.Y1r.ra A 300 c!1\7151111E- . ffil.--:-.'7'.,-:-,-.F=7.".---:-:.-74...'S.--.*-1: r------:-.---"=„-...--4:-.11%!;:-7-==•.-",,,,,,,"'-'-i- v,tr--::;:--..a.--z-4--..-:....-F...:;-.-: 4.11:"...=4'44.`"'"'"" 4.-4-....-...r.:=1:2«,--4"" ...„.,:=7-.....--,_.=:; :44.z...-.-:17...4.,.....-,•:::::. . --- \ , / sn 1411Lips,__\ -4. rtha'4.7,-- .,_ 7 .....%.7--,......E.,--:-...i.....--- v \ .r- I. MAk4...., • I 'I I z .1 4 ,lP' llifil lb,.J-i, _/ ..,E,'::L'..""?.;; 0 - t- _ ,....3--e4, •:-.4.-. 27,7.Fin, 0 S :=.1--- .---=" . •. - - •• -• - i ARCII.TE..TS:'P.A. 4 205 QOM ILISi MUMS) DIDAY 16AES RA.SSW 11119406I 611.VI.9695—L = F2 g ‘1.,.........JE E- ---- - = -- . =.111.1.W. =....nt= zl, :•..,.. 1 11119104 SR.676.6011 4 2',,T.W.V.,:fr — — ---.- - - ,'19;11 E•E E El ..-= ir E. ---"M_-- =-_-'---._:.•E d FACSMLE IL 216.629 t§ EF aa -II IF. E ==-•-- __ . . tra erfagra"''' la Ar— A P. ----- ------- ,r, II g.: .,:i tint ,011 es :,,; ,0 ,,4 r.!,:iI ll ri II II 1r,t F:71—. 17,e11:44r,ly v so tANtolwilv . . ,,=,.....E . • 0 • :N 4-2.0.rargt 15Y" , . 4, ' , tP• 0 P 1-7r-1 Tilli' in1:401.7-1 I, [-A -I' ! .4'' - 1 l ' 1 I , Rh "•"74,1::::::::::=1—^....;.,1.r.:* .0: •r) :I &II,Ill:II-lip r,: 4,rA c:I ; IR II 1--.4 c 1- r IN c r x 0 --- -- c41-,i.sv, K.,EA.4 6• EH •—lar:4FAV;L----4 1 ." 46-1N4:Ti"M' - •. - - A\ --pla 5 0 A : ' .( ---"- - ---..--- --- AEPt4i- 20 MIMI r;•nr.".71,,-.7,,r" ,___,_ ----, ---- 2M-X ---r ,...r.r.tr."------ 0)Do 7 •ti , ILL 1,r7,--7-:,--------c-,:sk-u. Eir:zrz..t .Ariaife':, rzal:FalF Ei-- _ :*1 .................., rt.v.....-..,...,---..., b 0 , •6 1111111M11 • / KR-174"g.'.V...., 8,T. ,,,.i I atv Drava P.two b g 6 DRAWING PROPOSED PROPOSED SOUTH ELEVATION EXTERIOR STUCCO NORIII EXTERK/A SCALE sir•t 0. (soGENSIOE ALM) 1:7";:;F:"'Z'4.Z44':57.44.7::::=".'"' 4:Z“4::.=‘'"'"'"''''.'"''''''''''''..."''''''''' r."—INI'A;Z:tir,t3:41:3'• 7" . f . a .v.E.,..F..;24=7.:".-1:X.' 4 rr....- "'' LIGHT FIXTURES -E7 SEAL 1 (0 :. I .Y. .+,.47-" A '\-• Pr '" 4. . ..s' '1111 iiiiiii Illiiiikh 21- 'A,,.. ':-Adiii; ., •' PAINT LEGEND REMON3 ': ". '-' ' s:*, ';',•Mt1=- ' 2 ID- t.r.f.r.,7-- I `Y , ,' • ' , ' ' „"\ % .;',,;' ' ,\ ' , ,,...•:. ,, FT] '' r :.•.'..; .7' i - , --.7=.• El gl.r.,;:.•=rer.r....., . , , , , RE,---...--E-7:41,E.- E3r„,=-.7...,.......,_. 1,, ,,.......„.....,......- i , , N ..........m• Ibill =‘"..4:-.. 't• 1 '6 PROPOSED NORTH ELEVATION t A.301 ti SCALE r-I'0' (ADJACENT TO PAPICHO WIMP 0 I , Q944, QQ 44 1 Of r.,'�I(.Z= ��gt� �. I I I(r i f 3:47 _ �w�0106. I E I Win.'""1"' m 4) ati. ,.. . x AISC19ITECTS, P.A. I•.1 IN m6 WAGE OM KILLYAID OBMT M IFAQI .6664 • 4 . ".1.4 —7' I ..... N.FACSM! 6661.96..v. 6CC i :. 31 s„..,. liaM......1 :4 _._ „ , • , lli 4 E<E�.".e:1Y;' I $ Z I I o �3. '- .7J� I I I o I I i M u, I I I .IL Yw L>6 ®4 I I I I a U V .4.Y m v(1du�4 _ I I I I I O E w..w�'w.m I 11=10=11"`.-1�ll=llblla llGII=1I=II-II-II=IICII11=E�1�11"II"II�IirIIaII�IIKII�11 I ll F on u r w..aw.wn Y CO O L ��=II-11 6=II-11=II�11—II-11=11�Ih1=1�11=IR1=11—I—j=11=11=11=II=11=1 0 u-emu .=nF1=!_I=4=y=j=n=1=ldgeoq�= n=T�Lfi_I=u=u==u=u�l_..-.. v�o B i l i I I I I I § DRAWING: rRo os66 SITE BUILDING SECTION'C' 1 sire S6GTi0Ns SCALE:3/16•.IO 1 Ty QQ QQQ9) g -41 .II �11� 3 71-.,V.,,r 1 0 ;, I_ 1-1 Ii li a4:1 yam— Y i CEi I }�l.^1 REVISIONS: II • r I..1 __ Li.P.r, j 4-* z' m e. ® ay.�� I y m ~yE .ti 0• ® A 4 • I 1 II . 9 I I i 11 ye° v I I .•—. I I I . IEm >.n..•....o......N 1g 1-�=un I L r=c=nT==-=Kn=ra A==uG— —�=lan=i�Iri=u§L�t Ta1i� <,. rH.W.. q —a: .—P—CI=1j=1=b4G=IP=G==Iy-_- ==F== 3 it I I I ill i A7.00 SITE BUILDING SECTION'D' 6 SCALE:3.16•.r0 0 1 2 3 4 6 6 7 8 Y 10 11 12 Q4, __ Q Q Q QQQQ Q .-0,wIvo! ` :, �.kw i I I j I -\, i % I" b ..,• 1 1 ) pp. ppj Y fl pj N! �k1 r �,j '�j ]®® (� ... le' 1�4�111f11`12:0►111111�N��ri/��11 11111 I11111:�;40111111111111111111110'W. -. ;�1H6III11 ` ;�. ;, e � 1 ��O NJ ,. .. . . II MI I. I — __ I — Milt m AW�kIY@urTS, P.A. ■■ �t 9�5A _ trim_ t nl gr-F, — p amei=P I �� 5 oeYAr rAa aA F11N = I ■■S 1618 d°�di:n:d9640on Y o■■ t I��Iia 11 .xr.1 No le hais,g rinrag IN■NE 0 -+- N.., FAGFaF e61.96.dem ili , f p,� ■ .e.=BM l!I= lie�•II—NWI I o IF, ■o v61 _ IDS Yes /ni'aa�lAniirdiiIIIIiiiit IPA 1 �_=EE � � =_�I ■II II= A .� le �� /� =fly■� �—I■ *.= ®-•.! j_'® 6 .. - " 1 = ® I I I �:k.° °!"i Fez—& b Ii�am al i®If1 � � ; .. _ � s: z. F �� III 1•® 6 cD I Y I 111141. I® II - • YI rn =_ F ,,,U"8 111 11: it . U w <m @ o" :. ,.< D.�., '=fiKIT=" ''''''=u''R'1- ' n=n^n=non -----I .,..,,;5,..� 1=1i=u=I- 1=I=u=u= Flrn=n=n==n=n=n=n=n=u=11�,1=1F-oen=n=u=llelru�llrn�n�n=11=n=11=1r_II-IKn_IK 1=u nn�n�Iro:nn=ll�lr_n=•n_uKneZl�il_Ilen r-[�-li=n-r n,I��I['li-'n=Tld.n=Tl�n=n^=i1=1'? J u- 1,;w IN 1=LL=11 I'1- ula E• or=1oigu P-u=u=Y'YkuGu-u n-n-u-nK➢KI1=non=�I,.u-Y�uruku`-u-u411f-Yfu�-I'�u iru'-I=Iwllruku=1 r.k,R-,gi-A d urk. �I�i.E., ,I T41 a=ur-I= No IGI ,-eti.-„ d[-u=�Ibl,-.,-,il'-u=u=1 11=11=A -�I=�I=1-1rn=nefeu-_L-_-1=u=u-11=11=u=1i=i-It�u=Yb11=1" 11Kub11=11=I Ih-ub__„.lCuku=R= I-u_n=n. _u=_ u�l- / g [0 O =II>=1Y•II II I=71-1�11 _ - _- -_ =1=1P=o=1�=u=u=u=l0=n=i=u=r •> � g - ,BY., I 1 I I I i 1 I '"'°k',I.m.A 6 DRAWING: OPOPOSED SITE BUILDING SECTION'A' E BREdEDTpNs (gyp^./) (7Y^) ��B^./J l/6V�' SCALE:3CA41'U' Q t 1)* 41! 10 P I 1 I I P P II... 092.07 ...d' i *\ I ; I I I i i�I % + ,urnw 1 rt��r, 1 I SEAL: ..b'° I a:� ipi ® l I I .1" "I'M �' Ili1> I i Z �'. 1► 1 n n i IIq Z `fi'�T:�F!': 4 in... 5Y`.f oo s I �k�it,�� '*I 4 F d..:'$'v� v CCF, 1 ' k RENSIONS: 4-5- :Slf..5.rr"' EC _fill n Ii y T',. '1•1• �• 4 a.°57EV5'Y' f ® P• .I'wv5' A 5 MCI I ;a a '1 - I j YZY I ►s e . 1 4 „15".' "a I; I j 5$'':^:FT1.PI-0 '• I. .. W. MENIMI 1 , 7:7" i t 1' 11 E. :1:4= , ry O u. +' =1 IIFII=11=11:I= ..� 7741601 L.,li�'u=1L�9 I I^c��6=-IFu- 'll��L11=11-II"i1=1 ` __ I 1-IIFIC LL=1'1�1 11�i1-L' II=11=Y=itL J- =lam ICIL`.I EYI=IIR4154 L=I�I-u-�l=n it �11=1UCuilC�li tiatRA it=1��n=n 11Pn=ICIICIIKi1G A1�IARISrAlair�Ilslif SIT,P�lr�lS�IIKFTL`ei". i�I i''bj �N17.14�1,..t- 1."J1=1 1 q=II=1C�I 1 PI=ucllc11 fp 1-Il=fl=11c11'-1 II- ^,�„_ �I� _� ,} .- I- ��a, .:+rur,c II�..-..-II=111K P.11=11-11-..._-�4=11.=11=11=11�._"�f 11=11=11-IKII�IIell=u�`-II=Y�II=B.-II I,.fi"'IL IL=Illl NS'li-eCfiil=r-u=11=1i=�=p.=II"111I=1KI.-wy-Iell� 1 1:1- oe if_u=u-Y=.n=1lal n=u= n_u_IRi=own o=n=_T=g=n=n p=Lcu�il=g=n-1 n=_,n=Y=n IF1-n=1 I=n=inn==n=1r-I=1KIi=n=lr -n-u-I=_=1=-u =1r _nail=11=u-uqq= ��¢¢ a-n /�`�:rs.e.n r.r.e.0 I `.'Illlll-11e T'if 0'�ar, i 1111 c I I I , /1l.O1 SITE BUILDING SECTION'S' 1 SCALE:3l10'.l'4 0 Cm. TYPE'SC) TYPE'SB' TYPE'SA' ,al :UFTIAIS C RO O "I. •' .........,,Rocco .. • a•_ . �= r� �_;;iI! IL!1 . r __:gip ?1..� d�opoiJ�oS lT..i . u : �:= I —u a. ,.�.._w......ra I'/ ` AflCI91YECTS, P.A. ■ca i,■ i_ .......-° " �_._... \ . / J L O°` «"`O.:_`"O✓m ._.. gas�DEEoaa Bug,eau cvARD DELRAY 6EEAfN,RA !l444 • •:� +r:'t rgawe .... T�ElE7HONNE 561.26.60 f .-_.... ®® r.�o t'..wwr.pi... •• iA14E 561.276.6119 @,wo'•. • Yam.' a.: °°.. aroa. a...oq.Y arm ::d._4 0......... 4.im'^_ .�............_,... �» _._� Litman sea rev""'...w.r w...a""•°.e d."� rt. PIAMS11011 Pr../ .MI- - , - ate.=r• ;K_FOl'_:. _r.., = ~^1 - -.».-.Ie-.,•. �q 41.7.04 Irµ., l $ CO A wd��°.� • Technical Data @ 8 m. . a o•LOr • wanlom,.mMau,rps wn._[sr n::a•r., E . • _ ....n.n.o LOT 20 ..,.r,•I,.0 • '00 .,i' BLOCK 69 M•,a .r...,oa o.°s.wo INFORMATION �� ,Yyrre.,.0� ." wrr.r,e„ :.::r.,.,, :My.rw.r.ow. sr....7 w. o.... 0 .rr.r•,n y ""••'�••o .Ri.--.i w..er r.+'saox.tt Iz..00' r _ .rn_r om .r I ' r!__ 07Aa07 � 1 ,'r 'I IllUTILITY - 1./ A� I �r 14—„h, 3• I s, h, r, 1�, �s. 11 rvV,r13 7lI y, 1� 15. S+ EL CY - . i b._Z e6u. /� ROOM, u �_7"L j 1.4, °,•. E'•`rr bl:1 , laf , .6, , s.1 . 4h 1 1a 11, s6 cArikE III Ei' di I I®4. h,_-.1 �•••• •••N•,,,• 4 r1 I V -. , / I ' IAA , I. ` F 1 I i `1,,I I I EMI. W BY •• . wrv.mr Y y I h. Is GGGJ 4., 4>�IIII 1a 5.. 4. 1 y 11c 4.1 4, 1.0 14, 4p , Rl� �ry�q� n^ 1 P ,1 �l ROOM UBA .a b. b 1 cww. I I MECH h4 br11 '�• ti>la•i ,� r�L3��3,.�a---is.-'tl.to-pi; __ L.r n°°M 'li"mb, h�—S, ».•••• IIIU,nlllal BSI I MISEIOSO 3 I- y, s y �y 1, 4w 1.n W oa0000r ro. n LDT 12 —,� �i sr an O// i O Ira'~ I, I I �r•- 1 iu STAIR/, . �,.' �' Z �:,. .. ...�........r. umq+uw n�.�m�a- T BL CK 69 34 ,�,. _ .%, 11u 1.6 11u 1�. 11u i,1 I I 1I_ H.C. 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TOOL WAY 55 x•OM W I Tr. '.�.'.�i iin1i9::i� r-•+ '..� - T.Y.ebb raw.WA 2O. Ta.•wPr.••••r ra..N.. ' yz�i': `':i'.i.-4" •C ........rx : I.Y .....,i3.,TI,Ali-121 n. •.q tar►nod.JSCa) ar.xW.y L ieoe Dxr,WM •T.r r1-ire-e111 1W WIT.ar1 lr M.wx W N niwLL••',�LAOrL•Y•a L1u a'.'�•"..1ir Orr M r.M.'.1.•a ...e W/ wnOL Tree*NYe tow r Yr.a••r 1w a.•••w Yr.•a r W. IL )•.LY.w iib� WI. r▪xrearw•a..w.WOW N • = 01.IIONI. x.Dw.. •„r, Straight Trunk Palma sheet tle coordnake pla�• w 1•w Poerw Ti N.TfW Mow_w...... •WO plan r :y14.11414aw WW1*IWO •MO rrej.et IVOb.r• e•lO• EXISTING TREE LIST • •wWlnflA•1 ..rr.x"" .. , act.. • •ew• 0,1407 Mil O�lal1 a9muml ILIA • 1Nr••r w WIIM.rT •Nr drown by. w WI Polo rr. 1110 LEGEND . N r1 No rr. rob.* • Or TWA e1 NAW WI Polo rr• 0 OeOW lor•ro•r 1.bC 4- barbsbob ro r WWAONo raNNOnM. W▪ I Polo rr. wb•x• O parTr.r TO WWI ®NWLOTAIWIWH_.=111•1 •y-•T WI Polo rr• YwNS OCana PAID TO MIMI NOP OTO PAYS LIMEL . 1.1e•oWD.r NORTH •r».t• melkReove.xlstlne Sliver Buttonwood Trees. 1 M a *Not* trtRGENCY LOT 20 GENERATOR BLOT20 LOCATION STACK PARKER MODEL Ke61 OR . EQUAL(TYP.) • ,`A II, A► _.._., .. .._.._.._. _.._..sag°5B'23•E 124A0• _.._. _.._ -.- ^.._.,_., ._._,. .._._. .. ., - .4:1 rim . -a%4 I �•d/��:•�I .. f UTILITY' . . Alam.i ''2ii y• ;� r.wrg a .�I i ELEC. A_'.II�y tali 'i �■'�I 1 �I ` _ iA • H IS/1. ' p I�A . I, 'I • '-��il A°��r.��i�_.li�l��IIII /�� rr ��=-�I p��m ELEV. LOBBY E �41I�• •' -•.`5 .'. n Of.kAl•..II , ROOM • I�1 l I MACH. r�o� ., r - V 1>t► S,y�,.r.4E0 - I! '27 II 14 II I I III !I `` �, il,��• _ LIFT LIFT LIFT LIFTl I LA;CING RpCM rdplipliim IIVIIII?ali — ANt El ELECTRIrAWill Via' �� DI TRAM' . : o • ml. , •-.4v`"'.:;r:.,,.. IZLOCATIO /� O % �f,>rn�il'O� ��I1`,. Q1LOCK K 1" .1.1c _ ] H.C. mr.� -6Al ..J 3LOCK89 .�Q_Q.A\�. ��_� © O / v��■ m ..I� I®I��_ •. dLl v�l/l ®�._ frII1I.!1 ice li TOTA • 11 PARfONO S' • 0 . '' ' 1 r•i i�1� r'%% o�� ►ate rr I I n•IC� ►��r■ �1 .p',,r I;r:'f:to bloWililij ' � lia �, . !n�_rw rI ® 1 I r r I/ delrey Ireeeh �In1y 11 V 1 _�->�8 f1orM.III1 111.. �{\•��• '�'.— •�_.__.--••. ._•• ••��—.�.• •—_ T . .. . . • ■ i 18' L,F ._I Irl r it ! I 1 rl,�• �� ......,. .....;;I �•15 _ _ �� ; PVC C '• r �w�a•Vai�r�'1. ! .a:�•�_ iIIILIf rau:a..:.:a•• uq_1 .. �1� . Ip — — :: r.:-... . f'1�i� .A _ _--- --- N89°se'23 W 124.00' —_ — —--— oho f:✓J-'p r -Ai p' —. r ALLEY I clawsrtiv backer aIe4 �la �� >53,63 (= _135'ASPHALT J ■'000011 .Met title. ___ _ _ __ planting ._.-.._.._._..-_._-.. --- ----._.—.—_ ..---..—._. —._.._.—_.—LOT 18_—.-------_� plan LOT 16 T LOT 17 _ I EXISTING— I BI O�K 69 PreHet ne1 BLOCK 69 I _ BLOCK 69 CARPORT date., W« ' drown by. •• r reNNon.. .Met. NORTH L-2 1 of 1 JwG 30 SE'i", er;e.,Block 69 Oho:,Building:2097-266-SPE-HPB-CI..5-ADDENDUM HPB Meeting October I r.200: Page"I of ADDENDUM ITEM ENGINEERING TECHNICAL COMMENTS Site Plan and Engineering Technical Items As noted in the Staff Report, Final Engineering Technical review was pending at the time of Staff Report completion. The following items require compliance upon submittal of revised plans prior to Site Plan Certification: 1. Provide existing elevations on existing roadway including edge of pavement and center line on civil plans. Clearly label center line of roadway on plans. 2. Clearly indicate right-of-way limits on all plans. 3. Remove sidewalk from alley. 4. Verify that building footers will not be in public right-of-way. 5. New sidewalk needs to be brick pavers and installed per City Standard detail RT 10.1. 6. Street improvements on SE 1st Avenue need to match those completed by Worthing Place and Royal Atlantic, i.e. parallel parking and location of back of sidewalk. 7. Please confirm constructability of drainage structures in area provided. These structures cannot be placed in City right-of-way. 8. Provide finished floor elevation. If finished floor elevation is less than 18-inches above centerline of adjacent road a certification is required from a professional registered engineer stating that the property has adequate drainage to ensure that flooding will not occur in a 100-year storm event. LDR Section 7.1.3 (B) (2). 9. Site is required to retain 5 year 1 hour storm (3.2") in addition to meeting water quality criteria (1"). Provide signed and sealed drainage calculations and indicate how storm water will be retained on site. See LDR Section 2.4.3 (D) (4) and (7). 10. Private drainage system cannot tie into city drainage system. 11. Provide easement for fire hydrant for City maintenance access. Fire hydrant may not be necessary for this project. Provide location of existing fire hydrant and confirm requirement for new hydrant with fire department. 12. Show and clearly label all easements on Landscape Plans. 13. Developer to ensure that no landscaping is planted over any exfiltration trenches. 14. A minimum 10-feet general utility easement is to be provided through the property. Please confirm with FPL if easement is required and provide proof of FPL's decision. 15. PROVIDE A DETAILED DESCRIPTION OF HOW EACH OF THESE COMMENTS HAS BEEN ADDRESSED WITH NEXT SUBMITTAL, ALONG WITH TWO SETS OF REVISED PLANS TO THE CITY OF DELRAY BEACH ENGINEERING DEPARTMENT, 434 S SWINTON AVE., DELRAY BEACH, FL 33444. 16. Final Engineering comments will be generated after submittal of final engineering plans and must be satisfied prior to obtaining a building permit. The following list represents Typical Final Engineering Comments that may be applicable to this project. The items listed above are noted as a condition of approval within the Staff Report. Addendum Prepared by:Amy E.Alvarez, Historic Preservation Planner HISTORIC PRESER'aPEON BOARD October 1$ 07 MEETING COMMENCED: 6:0 p.m. II.A. II. B. II. C. II. D. II. E. NAME ATTEND 721 N. Swinton 302 NE 7th 130 NW 3'd Ave. 226 N. Swinton 205 NE 5th Ter. VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: ROGER COPE STEPPED DOWN STEPPED DOWN RHONDA SEXTON JOANNE PEART ABSEMT LINDA LAKE KEITH SNIDER JAN KUCERA-WINNEY TONI DEL FIANDRA NAME ATTEND II. F. 30 SE 15t Avenue Demolition Site Plan Landscape Plan Architectural W 1 W2 VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: ROGER COPE RHONDA SEXTON JOANNE PEART ABSENT LINDA LAKE KEITH SNIDER TONI DEL FIANDRA JAN KUCERA-WINNEY ABSENT, Meeting Adjourned: p.m. EXISTING PARKING GARAGE S89°58'23"E 124.00' 0 � ill�I�I�4 r r��r r �i I r r r I UTILITY ► 1111111 %%%%S I I I III I MAIL BOXES I II I �I�I�I�I�i o a I 1 1 I III I PI I *I,l�l�I�� , I OAT GRADE I I I 11 1 I ELEC. a. d. - ° - _ a - 4 I II 1 III I ROOM a _ a IIIIs �It4st�4. -° - EMERGENCY LI FI 4 FI LI F 1 •,,,, 0 d GENERATOR 1 O ON LIFT I hO ° -SS i _ _ `ii.i"i„ia - LOCATION I I ° - .5�• ) V�I�l�I�I�I�I�I�I�Ia II ° L- i 'f�I�I�I�jI I I - a a HIIV�I�I�I�I° IIill .° da ' II�I�I�I�Id a"� r 1iiGARAGE ° — si e•I-N I II ARAG ., '"4/k4 a II 1-I Fi 9 FI I ELEV. a v�i�ggi V!!11 V!!1 1 TRASH - D I 1I I II 1I II FI IH I MACH. ° ° . I v�b�i�1 W CONTAINERS/ I - yl II II 'ill I�II r y d ROOM 1 APVVNPNFNP*I vv./vie a °c RECYCLING L . I II I I I I II I I I 1 ♦��4��♦ d q 11 11 I I II II I I I I 8 MECH. i��la alb �;��;�;�;�;� �;�;�! W . a ♦��!!!!!!!!!!!!!!! o ° 11 LIFT II I LIFT I LIFTROOM is.: 44�i��i�i��i�i�✓�444 In ] I1L -1 I- -N I� �I IIi LIFT �I I1- LIFT �I ° ° :�i �i�i�i�i�i�i� i�ib� �i�i�i---- a a i L� �J LI4.rJ L4------�-- ----�,-._----�J ��____-� d LOBBY _t✓a�lllllllll•I•I•I•I•I•I d � z— J L__—— I PARK-LNG d d �� O ATTENDANT 4 a /t/�/.l�/1l�f 41itlSt$11 .110A W W- - _ T a, I - ---- I.f I I I I I I I I I I,,�S�l�� v a d" d ° _ ° ❑LI �I ICI.4 - a 0 0 0 ° a a _ . I BIKE RACK �I�I�I Q a V7 E ..-•°%'S'S4A z I!I'IlIIII! ►I!!!: d O u Ave•✓I•I�I'I�I�I�I�I�I�I�I�I�I T (,) ° 1 ----- Ii! I li✓,,,,,sl vvosI�l v. e < H.C. ____ !,I evoe,I;I,I,I I.Nov . . FP&L _ _ IIIIIIlIII.►IIII� II A✓!!!!!! 1IIII� 6_ ° TRANSFORMER m TANDE. PARKING -__ �,�_•�y,��s,�,�,�,�,�l�ibi� W �� TOTAL OF 11 P R ING SPACES ---- �� J L ." a &(5)P••R IN LIFTS __ _ III i�1�l�I�l� CO //�� ( I I I I� ___ a . ",....: a• s I 1 < r�j�j�j�� j I m ��j�j� ♦ ♦1 '( STAIR#2 '/ I STAIR#1 1 Z 0•"�� 0NOW , <al lir r _ L L__ 4. 2tiR� fl TES REQUIRED N89°58'23"W 124.00. HATCHED AREA IN HATCHED AREA 20D10'ASIGHT TRIANGLE HATCHED AREA HATCHED AREA INDICATES INDICATES REQUIRED INDICATES REQUIRED (REQUESTED WAVIER TO (REQUREQUIEEDST 2D SIGHT TRIANGLE Q'SIGHT WAVIER TRIANGLE REDUCE TO 5'-6'). 20'-0'SIGHT TRIANGLE (REQUESTED WAVIER TO (REQUESTED W TO REDUCE TO 16'-4'). REDUCE TO 5'-6'). ALLEY N PROPOSED SITE/ GROUND FLOOR PLAN SCALE: N.T.S. • ELEC. -mid ROOM III ♦ 1 , ELEV. II I III/ I "VANILLA SHELL SPACE ONLY" II441 iii - _ - -- -_ _ _ 1 1 1 II 1 LOBBY 1 I l J J �I Iiii - 7 �� ii_ IL 1 I w II �� I I� �) ‘� �I Itu re T' I 1 FUTURE I FUTURE FUTURE FUTURE FUTURE FUTURE I KITCHENETTEF. I I OFFICE#4 OFFICE#3 CONFERENCE ROOM OFFICE#2 OFFICE#1 r I 1 _1 1 1 a. I I _ ��'r ♦v ti ♦~';'gs ��,�.., !-�r-.`Iv�p9mei*ah . ,,7S► ♦ .♦ - so r �ti�'. 1� '�i `�� "'� �h��V V� I�7 y ♦es ♦ �� :�, h•� COVERED ,� ��♦ �'hhh ♦�♦ � hi i ,��i �i � � ♦� ♦ ♦� ;3 �hf��h��r ti�fiyh►• �'♦� . � h♦ •,�1 ♦�• i�♦5� �� II m m 1 STAIR#2 . ••,-. *' t - .♦W.i i s r. _ i i .iv, .i �i, ■ STAIR#1 W W W I 1 W 41 0 Z 2 H I Z O LL LL K LL O I I N /\ PROPOSED SECOND FLOOR PLAN ® SCALE: N.T.S. p - - - - - - - - - - - - - i - T Q -4111111111111111 �� EOO FiT TIC ROOM �'>�iiij0i'®a��5. ACCESS Tjilk ifr— %` ook, .�►�► �4* , 4+ 1 V. 1 ELEV. — hi I I . A 111 , 1$.e.,, , 1 I I I "VANILLA SHELL SPACE ONLY" LOBBY _ II I I Y lilly m [ I re ��,4 I k. "7i✓ Zs S1i f", Aos et, „.„, ,,,„,,,,,,,a,..� � •�Zia►♦ r ryeMIII ' yam.�♦ y�'♦ Ao. %♦`� S'� ♦� ♦ i♦` ♦�'� ♦ 44,4 4, 4m14, • S. iI i s ♦ I 'iNiQrj ,_ y♦ I• 46.1,s ♦ -• i�..♦, • �i ._. �s,„4,f�,, "�iikik,Ii i, ♦ I4, . 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' '01 ;-i ,..,,,_ -••-. ‘ i .N. • • e . . ' . .•.?,. _, ...o,. 1... . „.P.0.ii, ft 6, .„..-4" ,:4 • 1. ... _____,. :.....e..,,,imic.1.1.e.L_L_-..fk•,-...:-.- --- ..... .lsom._. ,... _ . . • -- .. ------ - • 1 1 _rr . 4 1 4 e 7 ''. ie - .4.i•ii ______...-geismai-: • ______ ..... _ _ ___„ ; .....: . . .. „ et . ....ft...J... ,..„ _ ,,,,.. .... I ,Nk 4 If i \ • I / .. k• V • __------ -_ - --,.--L HISTORIC PRESERVATION BOARD October 17, 2007 MEETING COMMENCED: 6:0 p.m. II.A. II. B. II. C. II. D. II. E. NAME ATTEND 721 N.Swinton 302 NE 7th 130 NW 3rd Ave. 226 N. Swinton 205 NE 5th Ter. VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: ROGER COPE RHONDA SEXTON JOANNE PEART LINDA LAKE KEITH SNIDER JAN KUCERA-WINNEY TONI DEL FIANDRA II. F. NAME ATTEND 30 SE 1st Avenue Demolition Site Plan Landscape Plan Architectural W 1 W2 VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: ROGER COPE RHONDA SEXTON JOANNE PEART LINDA LAKE KEITH SNIDER JAN KUCERA-WINNEY TONI DEL FIANDRA Meeting Adjourned: p.m. HISTORIC PRESERVATION BOARD October 17, 2007 MEETING COMMENCED: 6:0 p.m. II.A. II. B. II.C. II. D. II. E. NAME ATTEND 721 N. Swinton 302 NE 7th 130 NW 3`d Ave. 226 N. Swinton 205 NE 5th Ter. VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: ROGER COPE RHONDA SEXTON JOANNE PEART LINDA LAKE KEITH SNIDER JAN KUCERA-WINNEY TONI DEL FIANDRA II. F. NAME ATTEND 30 SE 15`Avenue Demolition Site Plan Landscape Plan Architectural W 1 W2 VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: VOTE: ROGER COPE RHONDA SEXTON JOANNE PEART LINDA LAKE KEITH SNIDER JAN KUCERA-WINNEY TONI DEL FIANDRA Meeting Adjourned: p.m. p 7 07 %1/, h e-L_ jeC) . -46, 77- x.„( cer- ) djfe- 0,,)j2\ /44a "' / ,g , -.7 0-2 1V4e ` � �• > f N 2C;G� \ __ �- r-----7ef 6- r N L '9 ) 1 sigQ/0' - 02/1 9 mom 941°62" . 1) I - 3 4 1 o ,tr ov n 30 ow- v /2,fyivy? 0 1 N c '2/y ‘ / ) aA.e.a-) 67,z g 9 „/s' F • 9°AT ivo JP" v i III � o � y) 6 cz „ • () VI /t 6 a vt-e ti &2-Jy} OM 9, • e 07&/L Alfri` 5-64 - c)}-2 176 ›A`> 7-7 ) Lo y 1_7 ()7 ' / - 11` ,C 4.} - I c- c / �C o } } -) C i 6p4; 0 767 4P4e7-- A Y � s� t_c)E -40-)n 7, c.7 _ L 4 - l ,) / "Q77\(;2 z fi2 -292 L z ) 7.9 -721- \ 3 Az/La ff /° G. N 6_ II cz) *Lii9 - 2 ,7 4, 3 )r-- ( - oc ( ram a2-9 �_ 1>pyyvyi,,, �3 Gam ' 0 2e69,1Z 1Y1 74. 7.; 7 2 -- — L Cel— P . i Oyu,' I I --- r .. " ... 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