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HPB 01-06-16 DELRAYR'raid BEACH All-America City 1 I 1993 2001 SIGN IN SHEET 2001 Historic Preservation Board January 6, 2016 PRINT ADDRESS OR ITEM NO. ORGANIZATION FULL NAME CsA CCU( a u1d q\ C iLik-e)fn s ` AGENDA = HISTORIC PRESERVATION BOARD REVISED Meeting Date: January 6, 2016 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue CALL TO ORDER II. ROLL CALL III. APPROVAL OF AGENDA IV. SWEARING IN OF THE PUBLIC V. COMMENTS FROM THE PUBLIC (NOTE Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) Speakers will be limited to 3 minutes. VI. ACTION ITEMS A. Certificate of Appropriateness Request (2016-030) 1109 Nassau Street, Nassau Park Historic District Agent: Cope Architects. phone 561 789-3791, email: copearchitectsinc@gmail.com Applicant: Patricia Rankin Consideration of a Certificate of Appropriateness (COA) for additions to a contributing structure. B. Certificate of Appropriateness Request, (2015-239) 53 SE 7th Avenue, Marina Historic District Agent: Cope Architects. phone 561 789-3791. email: copearchitectsinc@gmail.com Applicant: Michael Marco Consideration of a Certificate of Appropriateness (COA) for new construction of a single family residence. (Continued from the October 7, 2015 meeting) C. Certificate of Appropriateness Request, Amendment (2015-155) 218 NE 5th Court, Del-Ida Park Historic District Agent: Marc Julien Homes. phone 561 281-8992, email: mjulien@marcjulienhomes.com Applicant: Marc Julien Consideration of a Certificate of Appropriateness (COA) Amendment for the partial demolition and reconstruction of a contributing accessory structure. D. Certificate of Appropriateness, Class III Site Plan Modification (2016-016) 334 NE 1st Avenue, Old School Square Historic District Agent: Currie Sowards Aguila Architects. Jose Aguila. phone 561 276-4951, email: jose@csa-architects.com Applicant: Currie Sowards Aguila Architects Consideration of a Certificate of Appropriateness (COA) for change of use from residential to office for a contributing accessory structure (garage). Historic Preservation Board Meeting Agenda: January 6, 2016 Page 2 of 2 VII. DISCUSSION ITEMS A. Concept Plan Review (2016-015) postponed by Applicant) Swinton Commons, Old School Square Historic District Applicant: Atlantic Ave. Development, LLC Discussion regarding a mixed-use development consisting of 6.6 acres generally bound by Atlantic Avenue to the north, SE 1st Avenue to the east, SW 1st Avenue to the west, and SE/SW 1st Street to the south, including those abutting properties on the south side of SE/SW 1st Street, pursuant to LDR Section 2.4.1(A), Concept Plan Review. Note: This review is non-binding and no action shall be taken by the Board nor shall there be any written report resulting from discussions at the meeting which may be construed to be preliminary approval of the development concept. VIII. REPORTS AND COMMENTS • Board Members • Staff IX. ADJOURN Contact Information: Historic Preservation Planner: Lynn Van Duyne, phone 561 243- 7048, email: vanduyne(c�mydelraybeach.com Lyn,w Va n.vuyv e' Lynn Van Duyne, LEED Green Associate Senior Historic Preservation Planner Posted on: December 23, 2015 REVISED: January 4, 2016 The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service,program,or activity conducted by the City.Please contact the City Manager at 243-7010 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 m y be in attendance. 4-t _ OA • AGENDA .1*- HISTORIC PRESERVATION BOARD • Meeting Date: January 6, 2016 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue CALL TO ORDER II. ROLL CALL III. APPROVAL OF AGENDA IV. SWEARING IN OF THE PUBLIC V. COMMENTS FROM THE PUBLIC • (NOTE:Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) Speakers will be limited to 3 minutes. VI. ACTION ITEMS A. Certificate of Appropriateness Request(2016-030) 1109 Nassau Street, Nassau Park Historic District Agent: Cope Architects, phone 561 789-3791, email: copearchitectsinc@gmail.com Applicant: Patricia Rankin Consideration of a Certificate of Appropriateness (COA) for additions to a contributing structure. B. Certificate of Appropriateness Request, (2015-239) 53 SE 7th Avenue, Marina Historic District Agent: Cope Architects, phone 561 789-3791, email: copearchitectsinc@gmail.com Applicant: Michael Marco Consideration of a Certificate of Appropriateness (COA) for new construction of a single family residence. (Continued from the October 7, 2015 meeting) C. Certificate of Appropriateness Request,.Amendment(2015-155) 218 NE 5th Court, Del-Ida Park Historic District Agent: Marc Julien Homes, phone 561 281-8992, email: mjulien@marcjulienhomes.com Applicant: Marc Julien Consideration of a Certificate of Appropriateness (COA) Amendment for the partial demolition and reconstruction of a contributing accessory structure. D. Certificate of Appropriateness, Class Ill Site Plan Modification (2016-016) 334 NE 1st Avenue, Old School Square Historic District Agent: Currie Sowards Aguila Architects, Jose Aguila, phone 561 276-4951, email:jose@csa-architects.com Applicant: Currie Sowards Aguila Architects Consideration of a Certificate of Appropriateness (COA) for change of use from residential to • office for a contributing accessory structure(garage). Historic Preservation Board Meeting Agenda: January 6, 2016 Page 2 of 2 VII. DISCUSSION ITEMS IP A. Concept Plan Review(2016-015) Swinton Commons, Old School Square Historic District Applicant: Atlantic Ave. Development, LLC Discussion regarding a mixed-use development consisting of 6.6 acres generally bound by Atlantic Avenue to the north, SE 1st Avenue to the east, SW 1st Avenue to the west, and SE/SW 1st Street to the south, including those abutting properties on the south side of SE/SW 1st Street, pursuant to LDR Section 2.4.1(A), Concept Plan Review. Note: This review is non-binding and no action shall be taken by the Board nor shall there be any written report resulting from discussions at the meeting which may be construed to be preliminary approval of the development concept. VIII. REPORTS AND COMMENTS ❖ Board Members ❖ Staff IX. ADJOURN Contact Information: Historic Preservation Planner: Lynn Van Duyne, phone 561 243- 7048, email: vanduvne(a�mydelraybeach.com • LyvurvVa n,Dudy Lynn Van Duyne, LEED Green Associate Senior Historic Preservation Planner Posted on: December 23, 2015 The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service,program,or activity conducted by the City.Please contact the City Manager at 243-7010 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. W P,L3 64/Ed jo _p_t/ 1D6-41-./-7'C r Ld /", . �4 Ji' rci- c ( L1-/o-LJ-- j/. ` / /& 92s -4 6-7.0 - - �-,� �� . ran ( )caL1aL - ���.� gct.k. tzg0,30 c) rid d, H-e.W% it.- .I !Sr.4L/c .1 J (w/4 duns a . Cbhds ! L)o, ds cL//C v ex. — 51--ALcA lie_la Ci ,46.* '1 khi-dow-r /930 C �z c U ACE4C1Oca— C-4c-L-Pc-7 0/ r1 do,3d. ce-- 6 - vim 7 — _ Vickil? - LUch4../d a4 cc.J . — rev 4 cC___ _- h n (4)t rl d w,c) .S ( n i0 C.uc.! 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HPB MEETING HELD: ATTEND 1109 53 SE 7th 218 NE 5th 334 NE 1st Concept Jan. 6, 2016 Nassau Avenue Court Avenue Plan Review Street Swinton COA COA COA Commons COA Postponed Attorney: akiiiii VOTE to VOTE to VOTE to VOTE to VOTE to Stephanie Spritz Approve Approve Approve Approve Approve 7-0** 5-2** 7-0 7-0 Price Patton P Y NO Y Y Rhonda Sexton P Y Y Y Y Andrea Sherman P Y Y Y Y Bill Bathurst P Y Y Y Y Andrea Harden P Y NO Y Y Angela Budano P Y Y Y Y John Miller P Y Y Y Y ***with additional conditions added by the Board Page 1 ADJOURNED: 8:00PM oct AGENDA HISTORIC PRESERVATION BOARD r 30. REVISED Meeting Date: January 6, 2016 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue **AGENDA RESULTS** CALL TO ORDER II. ROLL CALL III. APPROVAL OF AGENDA IV. SWEARING IN OF THE PUBLIC V. COMMENTS FROM THE PUBLIC (NOTE:Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) Speakers will be limited to 3 minutes. VI. ACTION ITEMS A. Certificate of Appropriateness Request(2016-030) 1109 Nassau Street, Nassau Park Historic District Agent: Cope Architects, phone 561 789-3791, email: copearchitectsinc@gmail.com Applicant: Patricia Hankin Consideration of a Certificate of Appropriateness (COA) for additions to a contributing structure. Motion to Approve, 7-0 B. Certificate of Appropriateness Request, (2015-239) 53 SE 7th Avenue, Marina Historic District Agent: Cope Architects, phone 561 789-3791, email: copearchitectsinc@gmail.com Applicant: Michael Marco Consideration of a Certificate of Appropriateness (COA) for new construction of a single family residence. (Continued from the October 7, 2015 meeting) Motion to Approve, 5-2, (Dissenting Price Patton, Andrea Harden) C. Certificate of Appropriateness Request, Amendment(2015-155) 218 NE 5th Court, Del-Ida Park Historic District Agent: Marc Julien Homes, phone 561 281-8992, email: mjulien@marcjulienhomes.com Applicant: Marc Julien Consideration of a Certificate of Appropriateness (COA) Amendment for the partial demolition and reconstruction of a contributing accessory structure. Motion to Approve, 7-0 D. Certificate of Appropriateness, Class III Site Plan Modification (2016-016) 334 NE 1st Avenue, Old School Square Historic District Agent: Currie Sowards Aguila Architects, Jose Aguila, phone 561 276-4951, email: jose@csa-architects.com Applicant: Currie Sowards Aguila Architects Consideration of a Certificate of Appropriateness (COA) for change of use from residential to office for a contributing accessory structure (garage). Motion to Approve, 7-0 Historic Preservation Board Meeting Agenda: January 6, 2016 Page 2 of 2 VII. DISCUSSION ITEMS A. Concept Plan Review (2016-015) (Postponed by Applicant) Swinton Commons, Old School Square Historic District Applicant: Atlantic Ave. Development, LLC Discussion regarding a mixed-use development consisting of 6.6 acres generally bound by Atlantic Avenue to the north, SE 1st Avenue to the east, SW 1st Avenue to the west, and SE/SW 1st Street to the south, including those abutting properties on the south side of SE/SW 1st Street, pursuant to LDR Section 2.4.1(A), Concept Plan Review. Note: This review is non-binding and no action shall be taken by the Board nor shall there be any written report resulting from discussions at the meeting which may be construed to be preliminary approval of the development concept. VIII. REPORTS AND COMMENTS Board Members ❖ Staff IX. ADJOURN-8:OOPM Contact Information: Historic Preservation Planner: Lynn Van Duyne, phone 561 243- 7048, email: vanduyneCa�mydelraybeach.com Lyn4,,van,LDuyvte/ Lynn Van Duyne, LEED Green Associate Senior Historic Preservation Planner Posted on: December 23, 2015 REVISED: January 4, 2016 The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service,program,or activity conducted by the City.Please contact the City Manager at 243-7010 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. , HISTORIC PRESERVATION BOARD CITY OF DELRA -. BEACH STAFF REPORT MEETING DATE: January 6, 2016 ITEM: 1109 Nassau Street, Nassau Park Historic District- Certificate of Appropriateness (2016-030) for two new additions located on either side of the contributing 1,444 square foot (under air) cottage and associated site improvements. GENERAL DATA: - 4 ''$, ' ---'M1-amarDr I 11 i ..J Owner ............ Patrica Rankin �� I 1 Agent ...... Roger Cope, Cope Architecture, Inc. 1 : 1 Location:... ...... 1109 Nassau Street na ♦ l - Property Size:......... 92'feet wide x 100' deep r a I 1 - - . I _ 14 afIl current Zoning. ...... R-1-A E I ..- `N S..._ O Adjacent Zoning:... .--_ a-- „a�� 1 I North: RM c, I South: RM IllilOhIll IIIEast: R-1-A I Illy West: R-1-A IIII I n erVPa, •-- Proposed Land Use. Residential A I I I I IWater Service:............ On site 1 _I I )Casuarina Sewer Service:............ On site I1 viik'' -741 Ntetateuca Rd /' arrsS J ad 1 c , A 1 }H- i / NORTH • HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Patricia Hankin Authorized Agent: Roger Cope, Architect Project Location: 1109 Nassau Street, Nassau Park Historic District HPB Meeting Date: January 6, 2015 File: 2016-030 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) request for new additions to the contributing single family residence on the property located at 1109 Nassau Street, Nassau Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The property is located within the R-1-A zoning district. The contributing one story cottage style wood frame residence was built or completed in 1937 according to the City Property cards. The existing two story garage is attached to the residence and in 1984 was built over the footprint of the old carport. The lot size measures 92'feet wide x 100' deep. The original historic one-story cottage style residence had an irregular floorplan consisting of five rooms, gabled roofs covered in composition shingle, wood exterior siding, and a brick fireplace (east elevation), according to the City Property cards. The fireplace does not exist today. Currently, the two story garage and house have white vinyl siding and wood shake roofs. The height of the existing historic residence ranges from 14' -16' (grade to peak), and the two story garage is 24'-8" (grade to peak). The current request is for two new additions located the east and west sides of the existing 1,444 square foot (under air) cottage and garage. The east side addition will consist of a new master bedroom wing, and the west side addition will extend the existing dining room and kitchen. A new outdoor courtyard is proposed complete with decking and swimming pool with a waterfall feature. The request is also for the removal of the screened entry porch and the addition of a new entry which allows access from the front of the structure into the old residence and new addition. The additions to the house will equal 1,845 square feet(under air). The detailed items that are proposed are as follows: 1. Replace the existing roof material on the historic house and garage with natural cedar shake covering. 2. Roof material on the new additions will be natural cedar shake covering. 3. Remove the vinyl siding from the historic residence, and replace with white cedar shake (walls). 4. Wall cladding materials on the new additions will be white cedar shake (walls). 5. Remove the vinyl siding from the two story garage and replace with horizontal hardie plank boards. • 1109 Nassau St;COA 2016-030 HPB Meeting January 6,2016 Page 2of7 6. Remove 1948 screened in porch. 7. Replace all existing doors and windows with new impact rated units from Kolbe products. 8 The proposed segmented glass French doors on the front elevation will have a glass transom above the doors (on new additions). 9. The windows openings on the historic structure will remain (western side of the courtyard). 10. Proposed various impact rated window styles-10 different types. 11. New impact resistant single garage door that will resemble two doors, a metal door clad with "Aztek" (PVC type product) in a historic design that will be painted white. 12. Master bedroom veranda with optional outdoor fireplace. 13. New landscaping adding to existing on site. The subject COA is now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Items identified in the Land Development Regulations shall specifically be addressed by the body taking final action on the site and development application/request. Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the RM zoning district shall be developed according to the requirements for single family R-1-A as noted in the chart below. As illustrated, the proposal is in compliance with the applicable requirements as noted. Requirement Proposed Open Space (Minimum, Non-Vehicular) 25% 44.3% Setbacks Rear(north) 10'-0" 10'-0" Front(south) 25'-0" 25'-0" Interior(east) 7'-5" 7-5" Interior(west) 7'-5" 7'-5" Existing Building height NA remains the same House 14'-16' Existing Building height NA remains the same Garage 24'-8" New Building height 35' 23'-8" House(additions) STAFF COMMENT: As illustrated above, the proposal meets the required setbacks and heights; therefore positive findings can be made. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1 and the Secretary of the Interior's Standards for Rehabilitation. Pursuant to LDR Section 4.6.9(C)(g)(2), Parking Requirements for Residential Uses, two spaces per dwelling unit. Tandem parking may be used provided that in the Single Family (R-1 1109 Nassau St;COA 2016-030 HPB Meeting January 6,2016 Page 3 of 7 District) or RL District, no required parking space may be located in a required front or street side setback. STAFF COMMENT: The proposal includes two parking spaces in the garage. Therefore, positive findings can be made. Pursuant to LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas: Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10') to any property line. STAFF COMMENT: The site plan indicates that the proposed swimming pool and waterfall feature are located 10' from the side interior (east) property line and 28'-9" from the front property line. Therefore, positive findings can be made. LDR Section 4.5.1 (E) Development Standards: All development regardless of use within individually designated historic properties and/or properties located within historic districts, whether contributing or noncontributing, residential or nonresidential, shall comply with the goals, objectives, and policies of the Comprehensive Plan, these regulations and the Secretary of the Interior's Standards for Rehabilitation. (E)(2)(c)(5), Major and Minor Development: The subject application is considered "Major Development as it is the construction, reconstruction, or alteration of a building in excess of twenty-five percent (25%) of the existing floor area, and all appurtenances." (E)(4) Alterations. In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered. (E)(5) Standards and Guidelines. A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. The applicable Secretary of Interior Standards for Rehabilitation are noted below: A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. (Standard 1) 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) Each property shall be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings, shall not be undertaken. (Standard#3) 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. 1109 Nassau St;COA 2016-030 HPB Meeting January 6,2016 Page 4 of 7 (Standard#6) 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. (Standard#9) 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. (Standard#10) (E)(8) Visual Compatibility Standards. All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the following visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4.5.1: (b)Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c)Proportion of Openings (Windows and Doors): The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d)Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e)Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f)Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g)Relationship of Materials, Texture, and Color: The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h)Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i)Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. 1109 Nassau St;COA 2016-030 HPB Meeting January 6,2016 Page 5 of 7 (j)Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development. (k)Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites within a historic district for all development with regard to its directional character, whether vertical or horizontal. (I)Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. (m) Additions to Individually Designated Properties and Contributing Structures in all Historic Districts. Visual compatibility shall be accomplished as follows: 1. Additions shall be located to the rear or least public side of a building and be as inconspicuous as possible. 2. Additions or accessory structures shall not be located in front of the established front wall plane of a historic building. 3. Characteristic features of the original building shall not be destroyed or obscured. 4. Additions shall be designed and constructed so that the basic form and character of the historic building will remain intact if the addition is ever removed. 5. Additions shall not introduce a new architectural style, mimic too closely the style of the existing building nor replicate the original design, but shall be coherent in design with the existing building. 6. Additions shall be secondary and subordinate to the main mass of the historic building and shall not overwhelm the original building. STAFF COMMENT/ANALYSIS: Overall, the intent of the Secretary of the Interior Standards for Rehabilitation and Visual Compatibility Standards have been met with the proposal for new construction. The new construction will be compatible but not match the original structure on the new exterior elevations. The proposed additional spaces are at the sides of the property and are compatible with the scale and massing with the existing historic residence. The height of the original residence is 14'-16" high and the highest part of the new addition is 23'-8". The additions allow for updated building standards and amenities that accommodate a modern family. The removal of the non-original screened entry porch 12' x 12' at 144 square feet is under the 25% demolition requirement requiring further documentation. The removal of this component allows for new code compliant designs to be executed as well as creating a cohesive entry point into the historic residence and its new spaces. The proposed window style will be impact rated, aluminum frames, white, single hung,with various styles and patterns (at least 10 different styles) including several sizes of round fixed nautical windows on the new addition. Windows can be different from the historic residence, but should be compatible on the new construction and that is recommended in the Secretary of the Interior Standards. The windows openings and style frontal (interior west side) of the courtyard will be maintained but the windows on the exterior west elevation will be removed to accommodate the new kitchen and dining room addition. The following items regarding the existing front façade have not been addressed through the proposed design; 1109 Nassau St;COA 2016-030 HPB Meeting January 6,2016 Page 6 of 7 (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 prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (m) Additions to Individually Designated Properties and Contributing Structures in all Historic Districts. Visual compatibility shall be accomplished as follows: 3. Characteristic features of the original building shall not be destroyed or obscured The Visual Compatibility Standards state that the openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district and historic residence on the property. In addition, changing the historic appearance of the original windows through inappropriate design is not recommended. The house contains 10 or more new window styles which would not be typically found on a historic cottage structure of this small scale. It is recommended that the architect reduce the amount of typical window and door styles to six or less styles and this is attached as a condition of approval listed in the recommendation section of this report. Furthermore, on the north elevation it is recommended to add two windows at the west end because of the large solid expanse of wall with no windows. The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, and this is attached as a condition of approval listed in the recommendation section of this report. Finally, the submitted window and door schedule does not reflect the proposed window and doors on the building elevations. The window and door schedule shall be revised to reflect only the windows and doors that will be utilized for this subject residence. The notes on architectural drawings (including the window and door schedules) refer to "green tinted glass" and should be notated as "Low-E glass" notation and dimensional muntins, and all of the above are attached as a condition of approval listed in the recommendation section of this report. Based on the comments provided above, positive findings can be made with respect to LDR Section 4.5.1(E)(8),(E)(5),(E)(4), subject to conditions of approval which address the noted recommendations. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2016-030) for 1109 Nassau Street, Nassau Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation, subject to the attached conditions. 1109 Nassau St;COA 2016-030 HPB Meeting January 6,2016 Page 7 of 7 C. Move denial of the Certificate of Appropriateness (2016-030) for 1109 Nassau Street, Nassau Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Certificate of Appropriateness (2016-030) by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets-the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1. That the architect reduce the amount of typical window and door styles to six or less and submit revised architectural elevations for staff review 2. That on the north (rear) architectural elevation two windows are to be added to the lower level 3. That the window schedule be revised for review by staff to include and list only the windows and doors that will be utilized for this subject residence. 4. That all window and door muntins be dimensional in profile and noted on the window and door schedule 5. That window or door glass not be mirrored, reflective or opaque and physical samples of the glass are to be provided to staff for final approval. 6. That all notes on architectural drawings (including the window and door schedules) referring to "green tinted glass" be removed and replaced with a"Low-E glass" notation. 7. That the distinctive architectural features and details be maintained on the existing main historic structure Attachments; Architectural Drawings City Property Cards Photographs Window and door cut sheets Report Prepared by: Lynn Van Duyne, Historic Preservation Planner SUBDIVISION BLOCK 7 LOT —Improved d HOMESTEAD EXEMPTION E111PTION e�jh� CITY OF' DELRAY .BEACH FL RIDA e.• ,. N$ I If 8,9 PiB Exempt .I,�,',} 1 i ,31 if' 'yt �I ,f.•. 'BDESC2Q£of ( E hse: N. sice) '1 1942' 1943 1944 1945 .. �f94B- y- 194?� f' nti /�,r! f r LAND ;�4 O G /, 1 _y..�• /3 d •/ .. 7U ..'.A. 04..1, - OWNER n+`f.�/ .e,- ./�e'r l r/r4"e//44(04.11 4 �}`e /i 7F,'r /�� /� <',' _ {�r p BLDGS. trL,R'F 0f3 .�(1, 3 %S �,j ef 1�:cl e �,ii t3U /3,-- f' ADDRESS /- ' '- •,`,4 •_Y. fry •/< %m TOTAL . ' • S" ,. ,S' a C. • r, r d i &'c DESCRIPTION OF BUIL BUILDING PLAN ,}` . BUILDING DIMENSIONS TYPE BLDG. BASEMENT ROOF FINISH MISC. . . SIZE HEIGHT .O N ST peter ..P.O. Ste. Frt. .Single Dtvlg. Nate ...,Goble ftsecora'ted • f` ....Double Dwlg. ....P art .�.;Hip .�M pine •...Sprink (Fire) • y� x l 1/ f ,...Duplex Dwlg. ....Full ....Flat .....':Hat meet] Pas. Elev. r / ,..,Bungalow ....Dirt Floor ....Mansard \Ierni Frt. Elev. h J. . ` 4 ••'Ifattd Bier. - . • l 1' �_ Cottage Cement FloorX ,� ....Marble&Tile 1 ....Apartment ....Flnlelt' PORCHES .Panels •••.Etre Escapes ....Refrigerators qr Store •,i 'V" X)..4, ;t e•, d, 11 ,..:Store&Office HEATING X Front FLOORS •••.'Vac. C. Bye.. • •..Store & Apt. ....Wood Joists ....Skylights X • • - -- t= ,.,.Office .n:.Nono X' Side ....Mill ...,Fireplaces / / ...Stoves ,,S(e;a Beams ..Incinerators F'PF':C1.1 Bank Bldg. Hot Air \ Rear _. —.Hotel,Hotel ....Reinf. Conc. •...Sol, W. Bye. l i..� 1!_ �( 41 l! ...Steam Reinf. Tile ....Air Con. Sys. ' Theatre ..,,Hot Water X Bleep. " D .. ' ....Factory ...Vapor ....Garage (Apt.) • FACTORS t t ....Garage (Sere) "'•Oil Burner EXT. WALLS FLOORING r Pine •..4.No.'of Rooms X ....Gar. (Prot.) Wood Siding ..\,.Hardwood Apartments q � �J ,,,,Gas Station CONSTRUCT. Y Brlok • ••Rooms & Apt. Wood Framc ....Cement ....Church „Steel Frame '••'Brick Cased ...,Tile ....Fin. Attic It., 1 t X ....School Relnt. Cone. Ftua•o ,,,,Marble ....Fin. Base. R. + n� .,.•Recre. Bldg. •"' ....Metal • �.D¢te Complt. .Mill ....Terrazzo X ....Lumb. Sheds . ....Stone Aga 4 Brick ....Linoleum }} ;r a ,..n, i,, a .Shingle ....Tile .Remodeled 1(,, • t '. - ,1I .`r ROOFING PLUMBING X ....Shingle FOUNDATIONS EXT.TRIM! „None LIGHTING \/ P. . ....Pitch &Gear. ....Stone ..•..Plain •.\Fixtures L:Electric I7- 1 Y ....Metal ....Concrete ....Ornamental ....Toilets Gae I 'y ....Composition ....Brick ....Wood .:..Bathroom::" ••• , R ....Lamps, . - .Slate ....Tile ....Stone ....Tile Floor • 't .Tile-Fiat or ..Piers ....Terra Uotta ....Baths, built CU. FT. UNIT NEW CONDIT�}Ol'� To Ornamental ....Poste ,..Metal in Showers CONTENT PRICE VALUE GOOD FAIR BAD COND. VALUATION ryy iS0/ cv Pc RC It-`Atli n•t,.'r f-7 G •r 7 ;j.G,b ;'.:', d Jr RECAPITULATION REMARKS: f.A.V:i.N.-r Am,: et'ct` ` %;, MAIN BLDG. T LACK OF OR OBSO- •fr.1g L." , 4°.:ril-;ar•/ if AWA'ett,e, -No ri•e1 Nd' /1 4 4, UTILITY LESCENCE $ , GARAGE ..�.71 '4 2 36I' i SHED s• LAND APPRAISAL' Front,and Depth Unit . Depth Corner Front 'Valuation ADDITIONAL Price. Factor Factor Foot Value x X • BUILDINGS ', .3-0 /pc, • LOTS ACREAGE ST.IMPROVEMENTS ✓ ' ..:.Paved c.. ..) X /& D JLet•el .....Love! ' ...(.High ....Hilly ....Dirt ....Low ."..Rooky ....Sidewalk .• X TOTAL ....Rooky ....Swampy ....Curb / / BUILDINGS $ ' ....Form ..t..Water l Enhancing P`actor ACRES; @. TOTAL' • —.Swat— .... Detracting Factor LAND. ....Wooded ..Sewer ,• '' Eiec. Light III TOTAL-LAN.D ., I, Gas %��r I-[IL LAND. ;'VALUATION AND• 'BLDGB.:$. :. • ' DISTRICT CITY OF DELRAY BEACH,. FLORIDA ' `' , el•r SUBDIVISION BLOCK LOT Improved OWNER Phil j'-i Levenson Emilie R Stevenson Nasseau Park 9,10 Pta Vacant ADDRESS Glen--Cove f L-I` �NY.- & 17 Nassau St. y, City Exempt DESCRIPTION: 18_ 38/ 8 OWNER • #3584-Enclose f r.porch&xremodel ant.wall-$$1,8OO-5/2/55 ADDRESS OWNER 1! r) ' A✓A1 :::. )il. ., J 1 ADDRESS . YEAR•;-. 1949 1950 1951 1952 1953 1954 1955 s 1956 1957 1958 1959 1960 A. EXEMPTION XX(( f1'�/�{ ...;., /',`w �` / �r / lk.k f,l �rl /// ....43( r,+/ ----•�/ �t //�/ I .rl /.) 17 /) f R L `^' , ' 7+.T.(.r /t:' �.r cl J P/er, L, �. / N /4,5 y I `r f�' f/ 2 I /6 s / C "I 0 /V •i d BLOCS. :2. �;' <<; ,., tgf/l ,�',> i-/ /,l'�, G/'j, I/',, (/,-?''cl r^ �./7,-r , S-3 J TOTALS (/ 1 c.5— 4) 6) J(.,+ 0 d �/ I• O -.(f f Ir'C7 7 + f / �!` �'E`'a 10 aria/4 J1d /C�GD0 /�, /o, Iry PER. PROP. ',t c:i C) O r,1 Jt, of i�R' r 14 0 [ y ,t. BUILDING PLAN �+Iy L BUILDI7NG DIMENjSIONS DESCRIPTION OF BUILDING/ ; , ..., _-- L_-- -- - ---- NO: ---� --- SIZE HEIGHT STORIES T,!r'PE BLDG. BASEMENT ROOF INT. FINISH MISCELLANEOUS - r_- I/.7 �• I— ___.Platter _ -a- = �; ,<a; , - --_ / _—Siggie Owlg. —3f_None �r6ahle i"Degcratd --Sprint. (Fire) 7:Y .X ,, ✓) X // f j •r q —_Double DWIg. .—_Part Y" Hip —PIq]ty l° t '-._-Fire Escapes ----—- • ',` -L '� •,L-•`-'— I -'^-- I'" � J )(..0- _—Duplex Dwlg. __Full .-._Flat __Metal Hardwood _Refrigerators. --r `_.) _ I-f2�• _;------ ---- X _Apartment —.Dirt Floor MansardVao.C.Sys. _ _ _ — Marble'&Tile7� --_— - - :^)L ~� Jr�L!` �• ____Store —Cement Floor PORCHES Panels — Skylights ` I .^I��_ ------ • --- r. `t —Stare&Stiles Finish n_ FLOORS .?mow Fireplaces --_ 6 f -- I /r5/ X '�/ ,/,.!::), / ,PLI X R, Front - _ ._-- _ -_ t c.: —_Stare&Apt. / HEATING (' —Wood Joists --Incinerators -,- --- I I r�v �/ _ --Office t/ X Slde —_MIl1 .—_Solar W.Sys. --------- - -- --- -�-- p 4l) X. 5 •,�..• %r(�y —_Hotel a None X Rear —Steel Beams —„Air Con.Sys. -- --- - IIIr,,,,Theatre --_Stoves X steep. —Rilnl.Concrete "> --I —` sr /�,r. -----'J r —_Relnl.The _ = -_--- I el , 'CO d ale. 7-,..e. Garage(Apt,) —Oil Burner EXT. WALLS Dirt FACTORS -'- -`-'�- -- -_Garage(Baru.) -_".Fireplace LA' /., -I— It -_-_--- ---� (i' ✓� FAIRI(d -�� Garage(Prot.) ,FLOORING .4_No.of Rooms _- �' _---I ..c _ _Wood Siding Gas Station CONSTRUCTION —.Brisk r -Floe `Apartments -- - � _ - Al../127? / c: Church yrs` —_Hardwood ^��T_-- --- ,/.. __-_Schaal -�-Wood Frame — Brook Cased "—Rooms&Apt. -- ------ �_Concrete y ---- _-_.Lumber Sheds __Steel Frame -_Stucco —_The ___Fin.Attlo R. ---'---'-- -- , -6LLL - - -_Marble SG.FT. �� Pr "i TOTAL —Role.Concrete _-.Metal Fln.Base.R. -- - _Milt _.Block --Terrazzo T � -- fl00FING _ Date Camplt. - - -_Brick Shingle --_. Linoleum - I L---- - -- / Ls,�1 LZ_Shlnpie- ., -.. Concrete The —Age _ - - _L I_I PLUMBING - --- 7/0 x t x„af• Pitch&Grovel EXT. TRIM —Remodeled __-- ---- I 1 _-_- I_i_� _ -.!Y FOUNDATIONS Nona / —Metal �'✓Pialn �_Fixtures L� ---I� ------ —_F VALUATION. —_.C�ompositlon Stone —Ornamental _Toilets ,� GHTING _ RECAPITULA ION Slate ' yLConcrete —Wood 1�_Bathrocm: I Electrio --^ ---, I --- 7 —Beiek —Stucco --,Tile Floor $ Cf �' —_TIIe-Flat or __Tile -_Terra Cotta. —_Bathe,Built•In —Gas -- ` --- ---�-- 0- Ornamental Piers Metal' Showers Lamps -------- "t __ 'WI'� . - \-- - - —_i_--_-- I--— -- I— LAND APPRAISAL ---- -- ( 1 -- — I_— I _ ADDITIONAL f r f I BUILDINGS-____ Unit Depth Corner Front C}. /-?. Front and Depth Price Faster Factor Foot Value Valuation . + 1, LOTS, ACREAGE ST.:IMPROVEMENTS I X I (.'I i 0 L 2 3'�` g l ~ --Level ,:Level J .Paved . HIOh `Hilly --Dirt TOTAL •f�41 X i10 C'6 1 2 J,- �: C '/Low :Rocky Sidewalk. BUILDINGS $ b Enhaacino Factor .,i �, . ! RockYY Swampy t!Wat r: TOTAL er433 9 ' 2-1-67 • ADD $19.*5. enecx b i-:-E1.:1--!•?.,C;-•_.----. - 9>:,.# ..w 034, 1/6/72,Rerddl. ,$1,800,Checked • • DISTRICT CITY •OF DELRAY• BEACH, FLORIDA 11-1APs SUBDIVISION BLOCK LOT • Improrid OWNER ' •i+y sLirk Park I of g • Vacant ADDRESS ., am-• ) y Vy O, s e'er. �' ••r Drawer204 .8r. E30 of 3_0 . Exempt Ti; I � :� ri . u c+ DESCRIPTION: OWNER 'ei'f34�'EJ ADDRESS c" 1.(1, ` Na tsall St• OWNER Emilie McClennan c/o Fiduciary Trust o. ADDRESS .1.75 Federal Street,. Boston, MA 02110 YEAR-. 1962 1963 1964 1965 1966 • 1967, 1968 1969 1970 '1971 1972 1973 EXEMPTION PER#8659-88M, /22/88, e-roof, QQ .'Checket:3 q• :kr/- r�10 ' (7.e. _LAND 3261,L pied.:, , a/t 3 32K*; ,3.26 I/Oed). �b ( . B. ,. 77S9 7�' e�7 ' 7769 IrC9 7249 774? ,o..4 L/ /e .11/ TOTALS /, COD //L� ft,ry.'ec' //e�` 1/, D,00 • . /,, O0yo i O - /. (•ej"OOC/4`P® PER. PROP. . OQ . '300 800 q�0 OAA. ' $•00 ? Tj 00 . ' :. DESCRIPTION OF BUILDING • B'UILDING'PLAN. • X BUILDING DIMENSIONS . - N0. TYJiE BLDG. -"felons ' ROOF INT. FINISH MISCELLANEOUS • - SIZE HEIGHT. STORIES' / __..Plaster a • ..._L...Slople Owig. None Gable eeorated' Sprink. (Fire) / n j 2.S X 33 _-...Double Dwig• ._.....Part Hip -C..Pine . ___Fire Escapes ' . • ' • o Off` .-__._Dpplex Owl,. ....._..Foil ._..Flat ----•Hardwood __Refrigerators - r X ...Apartment .-_ Mansard __. ..Dirt Floor Mard --•Ma_ . Marbrbl ___- le 6 Tile --._.Vac.C.Sys. . -.._Store .___.Cement Floor Panels •........Skylights . ' •' - -.Store&Office Finish PORDFIES X X Front -or.. -._.Fire-plates • ' 1 _-..S{ore&Apt. HEATING .-e'•-Wood JoIsts -_.Inllneratora•. ..__._Office X Slde --. MITI .._•-_.Solar W,Sys. --- - X • -.__..Hotel -rrNone X Roar .._-..Steel Beams ' __Theatre Stoves X Sleep. _...Reinf.Concrete -••Air Gen.Sys. - M-- -- - __011 Berner __Paint.Tile _ CONDITION -._Garage(Apt.) - EXT. WALLS Dirt ACTORS -- • •_-.-- • • - e--.--•-- .—..Gerage(Strv.) •-••• Fireplace GOOD FAIR BAD Garage(Prvt.) —Wood Siding ,FC00RING _No.Of Rooms . .- _ . -' CONSTRUCTION (. Pine 76 Gas Station Brick - __Apartment: • -- I 2-1 . . Chord __-.Hardwood T_--- ,!Wood Frame Brick Cased Concrete •----Rooms&Apt., _ • School Steel Frame ._. . Lumber Sheds • Stucco ___The Fln.'Attle R.. -- • • • w • - Marblt __....Relnl.Concrete -... Metal ._ Fln.,Base.R. .._.....Terrarro SQ.FT. V:P. TOTAL ROOFING --- Date Cornett. __Brick Shingle Linoleum — _ 1 L - , ,I) ._.Shingle Concrete Tile PLUMBING •---Age, _ Pitch&Gravel EXT.TRIM •None Remodeled _ - • - • FOUNDATIONS ___�+ alai Plain Fluters: tS VALUATION ...,4r.Composltloa ._..:..$tbne ._....Ornamental .. ollets IGHTING - RECAPITULATION /Concrete Wood _."..Bathroom: Electric /J .__-..Slate ...._._Brick Mateo Tile Floor _ $ , ' 7' .._._._TIIe--Flat or Tile ._._-Terra Gotta -...laths,Built-In ---Gas - Ornamental Plere Metal Showers Lamps -'T-" - -I • - — •------•- Ornamental APPRAISAL -- -------,- ----� — • ADDITIONAL ? 7, _ —'— — BUILDINGS .,r 7 o Front and Depth Unit . Depth Corner Front Valuation Price Factor Factor Foot Vale. • ll /� 'hi LOTS ACREAGE ST. IMPROVEMENTS J� y 6/ / fQ� G ate ` 6j i' C A i X t/I� �„f1 / er ..._....Level Level • Paved • t �N /2 .4 iy� High Hilly DIrt Sidewalk TOTAL ��.X / ..� c !2� _.... Law Rocky BUILDINGS j Enhaaeing Factor .I,I • / Ro Swampy Cork TOTAL fig0 Detracting Factor % ' ACRES ® / ..-...:Swa __._.Farm Water LAND c ' Wooded Sewer Two,. ,a.. .,..,,,..,,,., i7"f2AI'� • Electrlc'Light ' 'TOTAL LAND '` .,4 �- u a ?a , ` '' op'• �. a 11 -41 a c A W. Q 17 11 tx...r ri,,,,, v. . ,t 't'''',. 1 1 -Y ' 6` yC?vs.- z_T__.z___:.-t,——----------—")i v. -—-----—: • - Wit" /— t. ~ O }A Q �a is .1:::11___________ I F I... 6%g-.0.4 N fr K v �•. 44 • - 7 _ 4 1 k �, u � � "r1 , Z�M. Cla Jti -S RQ r--- , �,4N I d COI t Ev1-4 ri V r I t 1 _ �0 • t g i n i"- -.i i . of A ,, ,. , . ‘1/4:‘," . 951)-11-c" YA 1\1 K ET k3 RE S 11)E NCE. 1J i-1 KAolwAITA A :a,.11"rg-gT agovs5. IXJket ?r C3-1- -tes . toot) stiwe Shp&N4 GOb? tt. `, J! 5; _ _ -4 .not i" -"`T'�Y' .s- :-T�. _ ::` T >.t`'� _ . -i;_.-:-i•..,7--.,.i-,MF-4?a7_3`-,=-,,,:.-,=.,ai(-f14-•:s i11-A-7.1-,_---1-, ,-i �� 5-,.1— 7/ r 1 I ', , H n .a^- .3 2 -e -:,n ;.-may" / .'t. —_". .... 4 IiIjlluIii ®� ;, aa. T:' -_ I(il1 1(1.0 I'll,['i( I qp i• , fill' 'llllllll _F _ - - - t z s ��_ i." IIP: II1Ili 111 r:a�i Nl j:r rt --— --- •'firt .4 - ( tl� ,. 1,� j:I !l•p• il I 1�I I ,I�, i?( y 1� 1 t .•�' /,.• I 1+, l :'. # t N t} _)rr-; 1 J ,I d ` ' 13i+`c r ;, • I y e• _ q K•s,�• ii f A� M7 I .0• ?a^�! ♦--Oa �7.,01,A ' h '.,i_ .. - _ -l- -__-_-ET .. ,. ». _- zp,4..-_ -- A 17 ACRE COMPOUND LIKE NO OTHER REPRESENTED BY SUSAN BREITENBACH OF THE CORCORAN GROUP 7.:', *oft-..`,-R`M.3•Hn,4phat pSd uur i'9 99Mijit7111 177 f4 HRES is known for its pages of multi-million dollar listings,but once in a while a property comes along that requires a bit more attention like this one of a kind 17 acre estate being represented by Susan Breitenbach.HRES sat down with Susan to find out what makes this Ocean Road estate exceptional • Q: Susan,your knowledge of real estate,especially in the Hamptous,is "pool house"with sliding glass walls as well,and the most spectacula; extensive. You have been in this business for quite some time...do you ever outdoor kitchen, pergola, oversized heated gunite pool, and separatf _see yourself taking a break? Jacuzzi,and room for another 12 -15,000 sq. ft.dream home of you'. _e4: Absolutely not. I live and breathe real estate,and I can't imagine it choice. This spectacular new residence built by Breitenbach Builders —any other way.I really love what I do. I have also met so many interesting includes gardens that are impeccably designed by Edmund Hollander and people over the years and so many have become close friends.It is more bring the whole property together. of a lifestyle than a profession to me.I don't believe you can do real estate well part time...you have to be available 24/7.and know every aspect of Q:As one of the top brokers in the nation,how do you think this property the market. comparr_c to other homes in this price range? A:This property is in a league of its own! There is no other properr Q: Susan,you have been the#1 agent in the 1-lamptons for the past few currently like it on the market in the 1 lamptons at this time.The qualit years...does this put more pressure on you with your clients? of construction,workmanship,and materials used are unparalleled. A:I think they expect the best,and I do my best not to disappoint them! Q:This exceptional property includes a separate building lot which have Q: You list some of the most spectacular properties in the Hantptons.What preliminary renderings for another large home,a 13.4 acre reserve with makes this property so special? permits for a possible horse farm,but could also be used for vineyards, . A: This property is one of the most unique properties left in the orchards,wildfiowers,or any other agriculture use. What would be your • Hamptons and can be passed on for generations to come. It is an recommendation for the potential homeowner to best utilize the property? incredible compound with 17 acres South of the Highway in the estate A: 1 think it would be a sensational estate to entertain, or a family section of Bridgchampton on Ocean Road. It is so very difficult to find compound.The possibilities are endless to have your own enclave in an estate property of this size with endless possibilities including two the middle of Bridgehampton South,whether to build your own dream single and separate 2•F acre lots,plus a 13 acre agriculture reserve with home with horse farm, vineyards, orchids, organic farm, or to look permits for your own horse farm,possible vineyard,tree farm,orchard,or out across expansive wildflowers and lawn. You could have two lake combine to customize your lifestyle. "There is a gated entry which leads residences each with tennis,pool and pool houses plus reserve! Land to a spectacular new residence,traditional shingled exterior with covered getting so hard to come by in excellent locations like this and they at porches from every room,and crisp snore modern interior with every not making any more of it! amenity including all custom doors and windows, radiant heat floors, Susan M Breitenbach chef's top-of-the-line kitchen, media room, and much more.This /�/' �/° Licensed Associate RE Broker residence has a"club house"with sliding Nano doors which lead onto co 1 co 1 an 631-875-6000 a putting green,and tennis court. 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' , -.t , .4., ' r.r. , .. .1t crirs—is .3... . • N1/4,10 I 1 . f 7. .- ' ilkiN $ ,. ` ' 'iLr; -'''''.0"...;1 el ., 4 i . • "..• ....,,,,, • / ' I I i\ •10 N , ‘ Pr, • r. . / ''''. ri 1• 11 . '1 . - .. , , • . .... ."....o.1' ••• I' . .• ' .'.. 111° ' .‘ ' ,.,,,..e. ,.''''. 44 ,j,.. .- PHOTO CAPTION: ....4,0•AVINfairr. wai, '7 . ." " ;11r ... 140110PE4111P7 .; i,• ,s ' 4•:',‘‘ 1. '' •' , './ ^.,1. ,i .7711'"'". "1: T j1,t, Subject Property: Existing 1935 historic residence—South Elevation of Living Room . ,6„6 " h Y µ `, JIB ' SS / 1' S .. h r+r I tF Mka ♦• .Y .•nr/ rf T . C r+y, u '"""'wl Inq "X, E ro "1 p d �r '' _ `� r yN , "A �4 ti ', L:r 4nnW h, n b h ! 9 n '�vn WIhi '' �i t , y„ � ' �� Al �..; �' � S 'nM I Y V' f wn,. qa. 'I wxl A I r„ I �,kr.,, Sf !.'1' , RY^2,n P � '"" gRr" 'S"r �, "r��Jr".t • l y , �,, N 01 II,I*r l, , .^ ,', ,r r. , ry n ai 1 1�''� �,y yytYh n:,rr� n�" ,' � r ''ryyr Y�.,. 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I k, •4 IJ , ,_,.... 4110 i I I i I 1 ' 0' . ••' '' 'i, •l'••I'Ltr'' • I I I i ' , - , .,- , ''••'.411 1 I It4 I I rt '''' m.' t."'" 41' 41111... ... , I ' 4 I IN - ......7...... f. . ,. ,-,..•• , .,,• 0=-7'1;21 - -. . ;,"0,--,P .e. .• ,p.h....:, • I — . p 1 , ., ..0.- , --„.-... -- -•- :7'.' 4 . ... . ,..„. , •i , I I PHOTO CAPTION: ---.- ...,-r.--.,----,-- , 1 ..... . . '1N'6:::‘-: -r*C-7.-.•77. ..'.:-'-r.. -'' is..' %.'"i;j:: *‘''....• 1,'0 Subject Property: Existing 1935 historic residence—East Elevation of Guest Bedroom . _ , ;‘,.....miiiiiiiiimi , . n-Ih ii1�•- y-.•�.._,� y'. rk.rrr r,ia flu f• n p r. Y, ` ft. m1 , ` u�.1 1. ' N �4 W„�11! �1 • p '` 4.•'Y,':II H, w ,t Sg•.,,,I .N, - " ,7"'�.IIJ t a,,. ' Y .. • • p1 "" �. 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'L,, •• ___ . .h l lF �o��` " • "!, pN ,, Subject Property: E 'sting 1935 historic residence—WestT(NTorthend)Elevation(aw _ng to b: : •vl ed) lit 'II r , ..:.l I iI A ,. 7,., . ^ -......7''' „ 1T j ,,,', , • _ . • '1 ''''i.,- • 04b4I• / • /' - f,;°, ,I • .• ; ..\'••• ---,:',-- FA it, V • i.1. • . ..•••:••........•.'...., -• f , ' ' .. • I,' 4't' '\ ,, , - . , ,• ,411 1• i A ft, ,k t ,....-- - \" ,11,11 . , i . , . r / , . d . .... . . ..' . - i ' • ,' —.0000!",(°- 1"1-12 —, /. irilol 1 4 .a• Via IV - ' ' , ,r ; 0, (4, A , 4. ; i NOr , • . . _ . ... - . , , ,, ___.-- ,„_--,------ ,I . 4, • ik$ 4 , / , 1 iv 14 i , . . ___-- ,..,„.•--- '-' , 1 I..'', .'...' j4, —, •YI , 0..:" It /Iv 4/ pi. i.., , #1............1... a 1''FF'4'It irrir./ r40; :30'..:''''' ., "L,/,' '.., 11.0,1. , 'i.,,,,,l,i ^p,t,',10^.4, 011,,O.A 4'"'.,9;',•• 't'i'41;',11,,;;,11:1•1.,' ''''',,'', ,, ..11..V.,'#'4,:t 4„,,,,.':,,,,a,ii. . .411,.-' .,, 0'415 gb°P , • 'ti'l, ' ,,",,,,, A 4!,' ,*0°'4'.r r ' .ict4:414,'',''''',1,.144ir;;?' I/ .fte ,":; ' i., ' ' '4"i ''''1"••4';1', r, •,„" ill,l,I. ''I ' -/ ,,''044,1'.1 "''' 'l'.1' ,Ct 4'1','''T 1 01'1 ,•1,„1"24,1,",',,‘ ' ',I,s, (4' ',''','.?li,':'n r''..,..r .1.1.1. ,•4, ' • ,..',''' ''' i'",,,' ' ' ,',',,' „":.i 4:''11 ,A /CI 1 1 '''•;,hre`ot5iiiri'.1, ,1 0 .- e. ...f,10.: .,i t . 1 1,14 ,,„1. ,,.4 y I littil•Orpttkiitoi9, t I • ' ' 4.q ' l• 141.1 il `1, 1 . • ..., ' ' , +..„,' ., „ri isli,,'i..„,„,4.:" 1 •,., ,,.!;0 , IV;0,;.11 , .;' 01 ,• • / ---- /— •" ' ,,,•-,,';i"4'',c,..,0,1AA.," W.,,, ., ,4. ' '' '• PHOTO CAPTION: Subject Property: xisting 1935 historic residence-West(South end adjacent to Garage)Elevation .., , . .., , . •. ,..., / • ..-./•.•,. . „- - . .., . i:':'''' i ' ' • -.A.'..,',`::',',,,'-.,, . , . . ; 2,'''„'',' ^ ;','''''";. ,' '.:•(:";:'.''''''''' '''''':-..!'-,,,,iihr-I, ', '' .'''?:.': :.,r.- - : „ .,J,`,, , , '-''' ',r,,-,,',:,,:, ,',• 1,,:,':'1:.,',, ,, . ., '',' ;:',' '',,..,:,'.', ':',.-','',',•;;;',''.2.;,r, 7,.''''#.110101.6,4 7:7)44'....' 2 ;, • . ., , , ... ,),2',..,,,,,1.,,,,y,I;,;;;,' ,.':':!,,r;;,: , ,, , , .,'1,,,r'ibi,r401:,,'J,,','•':•[1',i„;,'','•1'"''''..'::','„',":11,,::: ' ,•''':''',l''I'',''• - '':'1,,''':''''4'':'i•''''Wit; ',',:,,'.',1,',''t.:1' .,'",'; ' t, !.t 2''''- . ,:',''' :',.,..'-,121,,::',„,,,.,'.1,':.,.:'''i',''' • , y;',:',-,,,'„,-,',.4..„, : •,:' ',2.„ , '',, ',; ,41,;'',:".';,'11, -'1"1 -:1,..:,',,,'.,, 1',1..„,','411. .,,_ ' '1,1,1','.1:1'..r• ', ,'•': -','''.:' . . .2.,:. •!...,.., ,.‘... .,:,'„,;, rL,,1',.,,,,..,,,, ' ,,,1,i:„„r,,... i‘,:.,,,,,,'',',i,'i,.r:,, , .,,,... " ... ]).',1:,,''''','1:',1: ','JI,:,',,,,'',..•-•,,,,,,,,',,:', ":•+:,,-rii,n1r,w,,,,•!,,,,,..,•:,,l,„•,,,,,,,•,i, ,% , r r '' '111;p:',': ' *1 ,r' ,.,.. ,v":• ,:, ., . ,,, .,•• r 1.'1,6. 1'°.';'.1',,,,‘...,.;," ... ,• . • 1 1 4: '''' .'".714 ' ''A ,, •irsk,,',.::'. :.• ,,., I ,il*fi,,41.11,01$111rt ' ' , 011:ff.i1 L.* I'",:. i14.4„, u1;•,4 "•,11;14,,,,,,;;•,,11,11';', •'''''.', ' • , .,, 0 ..' r.lf.' -.k,•,,,,,,, - . r. .-,- •.,$ ,• , ., ... ,. . . ,. . . , ,. , f:' ' -. ,. ':..1,..•,',..,:,,',••••.,,,. ..c.,•'-',...,.',.,.''',;,•...,:,.'cri,„!'p•,,,,,,,.'1. '0'1,1..ii14.',,'.'1,,:,:•,ii;,'...,:,-, r,4,,,,, ....."e- 1; ,r. i' '' •.';'•'.'.',•,:'1.•111•,.'•:•1.''';'1.Hr',:•,,,N,','",d,;•41,1,1';',' '• r' •.•'' ., '' ' '''r''' ' ,,,, ,,, , t". ,. . *... 9 ,. ,. •, • ..t......-•.. ' , .4 - ,.•1„...,,,,, ,.r,,,,,,.'..'AL ,....,,,v; .. t t t' V:1,/,'•',:li-'''''1',',,',',',,,r'''''',".;,': ''''''t ...., lii„.•,'• .„•,1 l'.,',,,''•,1:• ...5A,A, ..,.•A.. ,. ) . .. . . ' • , . ...,,-. •' •••.•',' I .. . 1 •,..,...,,...:, .. . • ,, , . ...... - . , , ;•- - ;•. • ! ,..7 '.• \ I li \i 1 \\\.\\\\\\:\\( — ..\\\, -iv-, . . 1. \' 1\,il\\\ \\'\i \.\\\\\:\ A \iI,A \\ ,;.. . t„ ,. ,.. „.....t, , i\itv\\\,\,,:\,,\,..,,,),,v.,,,.,,,, ,..,,,,,,, . ,;, .. . \il, , \\ - ..... j,..., . .„;r , .., , • . - .:. ..., _,.. ,,, , ... ..;...t..,. i. ; , ' • ,.. ,,., ... .. „ •,,.., ,. , , ,. tlitl\ ' . ,: • ,,,'t „ i• i.:. • 1, --A'-'. ' 1 '; ' .! ; - - - -1' . . . . • 3i- .1 1, \ , t''':'•11'-''''' .1..:.t:i..1:::, ), ; 11 1, ,\\ ., 11h \\ ,,,... , , 1,,,..,'..,. .. .....-..'. ..,. tf.1 . ,/. . , . .._ . i , \\ 1 \\1\ii\i ,, . iiiil \ill , 4,..,-,.„L,:.,,, ,,„,,.• ., ,, I. Iiii 1 11 1 . 1 , 11 \ \ \ , . . . . .. . . . , .. . . . . . , . . , .. . . . AIM, . . ., .. .... .• • 4. ..--- • .,— . ... ... . .. . . .-- .- )h.„„,... .;:........A.,.., . ' ' V.kv, ''''''. ''''.-Pi•-•'101-15.1`,- '' '`'' ' ''-' \'-'...-\ .1,,',... 2,. ,w4'...-,, ., -.— •,; I!.:•1 • ' '.-'.:' . ; ; '.. '.,'•.':;,:. S.••,:'...:.'i;!;;,:,• .4 .,....... - - - -- --';'''-'*77.-• -- N ' I,....., _ .:. , : . .. .• • 1-..411,,....ip ).;+ . CAPTION: ,ti•i,;..,..‘' .1, • ., ' , • , .•.,..bi' i-triEct ' Subject Property: Existing 1935 historic residence—detail of existing AC condensing unit(to be relocated) '.A... t.t . . Arairio..*.ti... -F .--.1 ••• i 12,2.....:_1:.L*-.1 \ . l 1 L. A::: ''- ._-.i!.`.... : .......1.--::'1....1...,......,..L.L:L..:.J „..,...... ' ' '''...'".::;.',.:,:' +'.'''''''' I i,.•, .,,,,ii ,r ' l''' 1 ' f ::.,5 1 't . A ..., ',--,-----_------___:--,- ; r i LI , t ,,-,,''' ..''';.-._: ' '.---::::----.”- r --:--.--,=-,- ;' ! i •,--- ,-------------1_: r- ', ' ' ''' N,\Ns ,,,---<-.------ - _,,,,,_.—.-•-----!"-.11.-±"-- j' : ;--- „----. '----:"-t-- I ' : ''!':c. '-----_-=-----i'"-= ,. • 10.7-"'"- 14r:i4, 111 • w ' it1,111' , °J ... - ____------- ....,..........-ore.,- • --, ,,1 1 , : ,. , -_--- ,,... % ;•, ‘ 1 'lt,, l',' ---- __--- ,,,... ri\. e I ' - t I is' , _ , '.• • , •r II ...A. '.t. •-s, ., , ; i, .r11 I ,...- ,,., . t, i,,,,,,, ,, ,, iii.,, 1,,, ,..,•,,, ,,,:,-., ,i, ''.' i , ,t I: ' ' ' ' , „,, . • ,. , , ' ,•.„,, ,*, ,,,,,,Irfo,l,',1. , „,,,,,,',,, ' , . rr Alto ,, , ,01 1,114",", 1 11 , ' ••••(.. ... • . • , '• b -: !II-, • I... • ;2/.•;!•,., ' • • , • r I s ', •FA - "''':14.*1!- „, '''''''4,4.1r,1.7e 1414,r-,:r,w,. ' ' •...' 1 , ,,, - ,, , ),. '',...,•'','-..-1.'7"..,..:;,t`..7.`:.: , •,,,,:',...,* ,`"''''itir.lii'';'..i,.• PHOTO CAPTION: ._.• Subject Property: Existing 1984 Garage/Master Bedroom addition(non-contributing)—South Elevation ':,, .: ,,'..,-, " _4H . . -•', '.„, o t ;,-,„,,.,,,,,'_ , _.,‘,, • _ , - - . I . - _ -------------:::-------.,-- -r--------="'-:=-,;=-7z-f; - ii,-.---••--, ; ------1 - . ' t 4, •- ;ad,. .. . .,-0 • 4,0'11‘.' "If ... %4 IT ., --. — t Lir' ';'''' ''''' r 7 ,' _ iif iikuliff,i1;„,-, ;:-_ _-.- ,...,..- , 10:- ..-----..1 .-... , • , } : , '' - r,l,. 1.,",''' '' , _ ',-- - " ,-,-- " '' " ' '1. '...'..---- - ^, ''-' - 1r i' f,, u fr,."' 'r',' :;,,' ::-.- - ,7-=•.--'------------ -—- '',':, ' ' _ _ _ r"r------ 1 , .,'" " , t,, ,. i =-- - „.__ '4 1 r 4:•'• • . _ , ..,,.,..____I.,,,r ir, __ . ra.'1,, ti,'',,,irlre ,'1,-, ,,-,___ r, it t:7 .fr ....‘.,:, f • ---='---- - -- ----. ''' i --til....,r--- -----a::,ov.,r..rr,,twmworr.00wmwtmrmrvr..r.w,L. . - . ."[. __ , - .-.. --_.--- -----_- ' _________________„...—_, — ___.___-.. t .. ______________---_----- ' .," , 1 .. lc i - - --- '." IL • i ff • ,0,,(' , - • i ..".iii,riP' A.. I I IA'•, \?* , "' . ' ' • ",,-,.,%.:,,.. ..:'-,, ..,'...",4',; .'. ' .1 i; , , . OK 00 ..„ .,iAi.t - ,..,„.......:-. .,4..- ...., .,,,,,..:. ,,-, •:',. ,.-4,,•,;, - -...,..:,4:,....„ -,-,,,,..v--_-i....;,...r- ,„.-,,, ?-,-.,,. ,•41,,.}--,,-,-,„,,„ ,,,w,'40E'e - • . ' - .-' '-, r,' .-,'-l.''----•-rn-l'I'..r, - ''-' ,. r-,,r.,-,--0,:.•=;."-,;".'"-41-3•17,.t".4,,:k ,,, ,rrr,-ir or,_ '' •-' - 1,--' , .:'',',1:..`:,,' -,'--', ,- -. •,-, ,,, 4., f Yli'10.111'',1 i'l ,, • ......:1:F{'''‘;''. .::....'‘'' ', -;. ::''':"::-.'.;;:"', .1:: a'.1,-"Lf*!:' ''C PHOTO CAPTION: ,,,,,...,.. ,,...,,, _ Subject Property: Existing 1984 Garage/Master Bedroom addition(non-con ui.tribut g);pre Bougainvillea , •J-1- -ff, -..',",t 'N'' "."'"4,-",:N11/ — '11 r•'"' -- , , ' '' ' '. '.- '...'• ''7' e''''Tir'7-'''!""".11.k4ri'Ori'",:(140,104P114,71 Ol'Lltf141 '''';', -..-„;',7:,, ,...„, ,.,-,'./«.11,..f' - , •. • • , • ' ....:.„n.• '''„1 „. :- ....; ;• '1;,. . . . . . . ' ' . • • . ,,, , , '':' ' ..-....,-,:,- .'".i7j'•''';''','''''••;..•,•',''s\'''''41„, ..•,,•• L,'d1',''''''.' •,_,,,' — -.„„, ,1"1,1,:kill.,"'ii;:r1;;gii,' '',I,' '••••;:,:"'":„„'1111,,,, . , . ,,- • • , ....,, ''. ..•'''''' •".''.:,,,,,....77^,f'm '''"'• .,, • •••“''.." ')."1,1'',Ir..Y ,' :•,''. '''"•',..:\ '1,,,,' . , . • , . •-•,-. , ,0,,,,, ; ..',,,...,1,, r; •, ''., . . , . ., • . . ,- , , . . : .. '• , . '',;%.-.',.:":'''I • :„. ,, .. . ,,.„,,,'"• . If r ..t--------„, -",:e,'''",'," .,.'''1.-:':',, .r.,.., ',,..,.•,,,,-..: r --------,- .'.,:.':'.:: .,.... :'' . ,',1,!4,.,,.„.„.,.,., ---------_________. . . ., c . -'.- -• '". '''''',, , ''''' " ----- „ '' .1-,r ,, . , r -.... -..... i. i,,,iilL.,!J ,...,„ ,„; ,., .,, ., .• - - -,.,„ :J;;„•.• , ;,, t, .,,., ,t ,.. .. /5111,1- , . --' I 4111 - , rx., , ",,,,' ;,... ;•'i•• •.',1:- ,", .4!; '. -': 'j: !. 1.1: . 7:4 1."'"'.7-;,;...-:.•;. ,,,,.,1,, ,...;., ,,•.,...4.1i'': ';•,,,".,.,,,,,,, ,•'''4".'''' ',1' 7! 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Y4 i • . s .,',..,,,,,,, ,,,,.,,,', 11,1.,,..,•,„, Yi'il.1.1;'..:1.' 11.J::',;;",.,1, .,,,,• . , ,, . '• • • &tit ‘-,‘'• •.. •'''.• '''. • . • • -:.::::4,1 1:112111;atiki., --.4.• . • , . 1 .., —ir,, ... ..• • " •• .: ••• '....1r....,.M1"7-.^: I. •:.•„.,,Ii..1 1,,;. ... --,'er.t1,14,•,;,,E•A...il•,;'..•.., . . , 1' • .. • ,, ••.. • . .1 , . • .. •-•• . ... le .. •. .4... .„. 1 • • ' 1.:;•'''•••.••1:'''' PHOTO CAPTION: • Subject Property: Existing 1984 Garage/Master Bedroom addition(non-contributing)—East Elevation /t . .. ,. . .. ' .. ' 1 - , ' '':, '. ,..;-.0'7,---:-..P7:::''-• ,'''':' '7 .,i4r.'1.-,;,: j,T.:7;;,1 2'-.'1 17- ' , , --''.• , :1:''-':' •••'-,-,' -':- 'f., ••, r••• . .., . .::‹4//,::•-".''-' '',.• ,..'2.' :',,; i/'-' A??•4.1•" :".''I ,••''- ,,',1'•:',',' P.; • •• ,. . _,,,,, 004. , .,.:-•"..•'.% •, .',• lc,' .k: ?II". 4%7,- ,,,•• •,....,0, ,;.i.,'",•:',, y•t•': . "".: iii- : ' • L'''. r•:•,'.' ;','1',"• !:'•, ••',.. , ••..' 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' 1 PHOTO CAPTION: Context Propertyii:? — n"—g:tteig:bortn.the West •a Series Traditional Double Hung Windows http://www.kolbe-kolbe.com/products/indexcfm?pcID=4&pID=518q Home a Product Info a Windows a Double Hungs a Traditional a Ultra Series Traditional Double Hungs Line Choose Product Ultra Series Traditional Double Hungs All Product Lines fir Ultra Series VistaLuxe y'ti '� lfrl i Contemporary qL an g Pine or other wood species on interior Extr Alum/Wood CrC, c 10+interior finish options Ultra Extruded aluminum cladding on the exterior Extruded .' _ ; n Fluoropolymer exterior finish Aluminum/Wood a °35+exterior colors Heritage II °;`�' •a u 30-year exterior finish warranty All Wood14' %: - t� _ r -- —_s`• FSC-COC certified Classic v t h 4-1 r wood available Roll-Formed ^, atY s r. Aluminum/Wood so {{"` r .tt t; Ultra Series Traditional Double Windquest j 4— l .' : ;-n t.t j Hungs All Vinyl,Select „� ��..� .•, ,� Performance u Roll-formed aluminum clad sash with extruded Latitude � � aluminum clad frame All Vinyl v Sloped sill creates a traditional appearance Fiberglass .s t,_ ��,' '' and helps protect against water damage Doors Ultra Series Traditional double hungs,studio units Spring-loaded block&tackle mechanical &segment head transoms with 1-1/8'wide PDL balances for a smooth operation Choose Product bars,3-1/2'profiled brickmould&exterior finish k PVC jambliners with compression-foam in Sand. backing allows sash to be tilted in and/or Windows removed for cleaning Casements Photos of this product Awnings Double Hungs OPTIONS EXTERIOR INTERIOR SIZES,2D&3D DRAWINGS PERFORMANCE&ENERGY INSTALL,MAINTAIN CLR OPGS,CSI SPECS DATA,GREEN &WARRANTIES Sterling XL Sterling Traditional Majesta Bay Pocket Replacement Traditional Replacement Magnum Replacement Sliders Radius Geometric Tilt-Turns Direct Sets Folding Accessories Doors • Text Size:AA 11/1d/)(115 0.1(1 Ultra Series Traditional Double Hung Windows bttp://www.kolbe-kolbe.com/products/indemcfm2pc1D----4&pID=5 • Styles/Designs Styles/Designs Glass Divided sites Double Hung Shapes Glazing Bead Hardware Screens Double Hung Cottage-Style Reverse Cottage- Double Hung Style Double Hung` Segment Head Cottage-Style Reverse Cottage- Double Hung Segment Head Style Segment Doulble Hung Head Double Hung` Half-Circle Top Cottage•Style Reverse Cottaae- Double Hung Half-Circle Top Style Half-true Doulble Hung lop Doulbla Hung' u Both top and bottom sash slide up&down to operate u Sash operation in segment head&half-circle top double hungs is limited depending on the radius involved e The top sash may be specified as stationary—making the units into'single hungs' *Custom units may incur additional charges and/or longer lead times. Mull Configurations 2 of d 11/7d19(115 9.1(1 a Series Traditional Double Hung Windows http://www.kolbe-kolbe.com/products/indexcfm?pclD=4&pD=51&F Two Operating Windows Three Operating Windows Transom over Operating Window Two Transoms over - Transom aver al Two Segment Head 113 Operation Windows Two Operating Windows Operating Windows Segment Head Picture Window Picture Window (Two Operating windows flanking a Studio) (Lyn Operating Windows flanking a Studio) Double hungs can be mulled: e Two-or three-wide as standard e With studio units to create picture window combinations - With transoms These are just a few of the many possible configurations.More examples are available in our Photo Gallery. • 'd 11/24/2015 9:10 Ultra Series Wood/Clad Swinging Patio Doors htip://www.kolbe-kolbe.com/products/indexcfm?pcII�4&pID=70&1 Welcome Professionals! SITE SEARCH EnterKeyword(s) Architects,Designers,Builders&more LOCAL DEALERS Enter U.S/Canadian Postal Code r7 HOMEOWNERS,YOU'RE INVITED TO OUR CONSUMER WEBSITE ADVANCED SEARCH WHATS NEW CAPABILITIES PRODUCT INFO GALLERY OUR COMPANY ARCHITECT LIBRARY CONTACT US Home x•Product Info x.Doors x.Swinoinq Patio x Ultra(Extruded Aluminum/Wood)x+Ultra Series Swinging Patio Doors • Choose Product CI Line Ultra Series Swinging Patio Doors All Product Lines Choose Product ! !- Ultra Series Swinging Patio 4 < '_ '14 ' ' Doors Rg Windows �*°r' .... ' ! A__ f L a, Inswing or outswing operation i• "s. �-- -� a u Wood interior Sliding Patio ` v Extruded aluminum clad exterior Swinging Patio taw _gr e Fluoropolymer exterior finish Ultra(Extruded 4 e 35+exterior color options Aluminum/Wood) * i r '-` r r' , a 30 year limited exterior finish warranty Heritage(AU Wood) 1 : ... r s 1-3/4'thick sash panels,2-1/4'optional Latitude(All Vinyl) pipe i} --` - i.4-5/8'wide stiles&top rail;3'or 6'optional � } 7-9/16'wide bottom rail,12 5/8'optional Lift&Slide "r,- - I i : -_ ., ' a • G Durable,LVL bcking stile Multi-Slide ' r I(`_' Prehung in frame unless requested otherwise Folding --_i 1 ._ ./ FSC-COC certified wood available VistaLuxe r'lit -r" �` '., - .tom y� ra<. Entrance �. -, - �-. ,._.--- Photos of this product Entrance Inswing patio doors with fluoropolymer exterior r finish in Coal Black,2-wide French openings,and ,T v y Commercial ThermaPlus glass with LoE2-270 coating.(Handle 7, sb sets not by Kolbe.) Fiberglass SIZES,2D&3D DRAWINGS PERFORMANCE&ENERGY INSTALL,MAINTAIN OPTIONS EXTERIOR INTERIOR CLR OPGS,CSI SPECS DATA,GREEN &WARRANTIES 1 of 2 11/24/2015 9:12 a Series Wood/Clad Swinging Patio Doors http://www.kolbe-kolbe.com/products/indexcfrapell4411704 Configurations Configurations Glass Divided Lites Swing Patio Door Configurations Glazing Bead Hardware H.Sills III III in III Screens III III III III Universal Design 111 III III III III Oil III 2-wide 3-wide(center-hinged) (french or center-hinged) III MWMWM MMMNIE Transom lB lB 1-wide NOTE:The configurations and grille patterns shown above are just an overview of what's available.Talk to your Kolbe dealer for more information. MEDIA LEGAL DISTRIBUTORS TEAM MEMBERS CAREERS pa E3 L.4 1.2 re3 ©2015 KOLBE&KOLBE MILLWORK CO.,INC. .-c,God so I-wwd the vior'd,that h gave his or'v bege:ten Sen.the:ihric:,,sever believe:1, ri Fimshr.u1J ric".perish,DU:have cverlem-ig fe."2.chn 2:15 Text She:A A r 2 11/24r (_,CLikei ice //12// , oiic Wc7f-k, C6-70- NASSAU PARK HISTORIC DISTRICT THE HANKIN RESIDENCE 1109 NASSAU STREET DELRAY BEACH, FLORIDA 33483 MINOR REVISIONS TO PROJECT; 1 . REDUCE WINDOW TYPES 2. ADD WINDOWS TO THE NORTH 3. REVISE WINDOW SCHEDULE 4. MUNTINS SHALL BE 3D 5. SAMPLES OF GLASS 6. NO GREEN TINTED GLASS 7. MAINTAIN ORIGINAL FEATURES AS PREPARED BY COPE ARCHITECTS, INC. - , ,..., NNE ' .... , , i I --\ I ! I I I- • I I a." I . 1----{irtdi,*4011,cr rya NNA=1,171.711.1101. 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Aw \ � ' - - ` r-----~--- - __- _ 1 i 1 I 2 I 3 i A I 5 1 6 I 7 I 8 i t._ I 1l1 1 I I ii iJ i Iw i N • A PRIVATE RESIDENTIAL •ADDITIONi APB APPROV = ' t SUBMITAL 0 THE HANKIN RESIDENCE - 1109 NASSAU STREET (WITHIN THE NASSAU STREET HISTORIC DISTRICT] N DELRAY BEACH, FLORIDA 33483 z GENERAL NOTES CODES VICINITY MAP INDEX L co U !g,•. CO T'_ Rh eer • L 1 I lII,RRIIIL. L u 1 gljM�ll�j, thaw ARCHITECTURAL DOCUMENTS: L THE CONTRACTOR SHALL PERFORM ANY AND ALL CUTTING AND FLORIDA BUILDING CODE,2010 EDITION C=�M. v- !JG••._ '� Ipasm VER � igr PATCHING NECESSARY TO COMPLETE THE WORK. M'PA 1-101 LIFE SAFETY CODE �- Iq�o a6 _'�,8�lEt t SURVEY AS PROVIDED rir pItN:R - FLORIDA FIRE PREVENTION CODE,2010 EDITION - ��Q © pp_ �'0 �.,. `I" 2. THE CONTRACTOR P. Al I NOT DISRUPT EXISTING SERVICES, ii '2��G L','L T-ItIT 1� - _ n� f Alm ARCHITECTURAL Sf EE FLAN NATIONAL ELECTRICAL CODE,2010 EDITION •or•'1'�+ �'r"('�°.,.'E;ao dr• F3m AR HIIECT AL SITE FLAN CO OPERATIONS,OR UTILITIES WITHOUT OBTAMING OONER'8 PRIOR F ■ !��,,�-. - Emir � `;QQ� Ca���� APPROVAL AND INSTRUCTIONS IN EACH CASE. FLORIDA MECHANICAL COD 2010 EDITION na Y-..WI ti '�-el,�l Aim AROWTECTIIRAI.FJ(ISTPYs FLOOR PLA1Y8) KE• 0'6 ER .±'MO o-• Iry � 4•-,1�-i- MD ARCHRIECERAl.FR7�ED FLOOR PLAN ■ FLORIDA PLUMBIYs CODE,20I0 EDITION � _•. +.s-•=.. - •„MYII 3. ALL CONSTRUCTION AND WORKMANSHIP SHALL CO1 ORM TO THE / 1•_ e w_ FLORIDA ACCEDDIBILITY CODE/ADA-90,2010 EDITION •/'11 ::.eC ,M U A5m FEaERVED FOR FR'7R7Se-D RDLF FLAN REGYIIREMENTD OF LOCAL CODED. ... Q -�'"-�-. � �s :��.� .. Abm EXtER10R ELEVATION:EXIDTIYs SOUTHILL 4. THE CONTRACTOR SHALL Marc THE J08 811E AND SE REDPONBIBLE FOR ALL OTHER RILES,REGULATIONS AND CODES HAVING JURISDICTION 0�':EIIIIII'llllli 8e1!En S III IA 1 • i Alm F7(TFRIOR ELEYATIRN:FRS SWTH _ THE VERIFICATION OF ALL ELEVATIONS,CONDITIONS,AND DIMENSIONS INGLUDIY.a BUT NOT NECESSARILY LIMITED TO, C({�®QII��j PRIOR TO COMMENCING CONSTRICTION V.1""II VI m...o. 1 I ! 1 i a 2= - ADD EXTERIOR ELEVATION:PROPOSED EAST in CITY CF DELRAY BEACH,PALM BEACH COUNTY-THE STATE CF FLORIDA ' ' 1 'c4 Aso EXTERIOR ELEYATIOI•L Ft NORTH S. ANY C0FLICTa OR OMISSIONS BETILEEN THE VARIOUS ELEMENTS CF CITY CF DELRAY p 4 4 ZONING REGULATIONS g ���� �•..1,--1 -.- i zu'vV T A100 EXTERIOR ELEVATTOA FFOFOEE7 LEST ♦' THE LLbRCING DRAWINGS AND/OR GENERAL NOTES SHALL BE SRO=.44T �` -a '(U � •% V J CITY OF DELRAY BFArN ADOPTED OFiDW.ATIGEB TO THE ATTENTION OF THE ARCHITECT ITIEDIATELY AND BEFORE - ��'�' ...owl- Ell J e"'' I>,»~� �� Allen EXTERIOR LILOCN!DOOR aCLr'Lt-YES • PR',"FFDTNG WITH ANY WORK SO INVOLVED. DO NOT P•r AI F e. (� . .- Tfd _ DRAWINGS. i d 6 --. -.�`�4 F. -"`•' '`.'1 , o� 6. THE GENERAL CONTRACTOR'JAI I COORDINATE AND VERIFY WITH ALL ICF -m�=,1 =J 5y�p �__ SUE/CONTRACTORS THE SIZE AND LOCATION OF ALL PIPING,DUCTWORK. BLDG. DESIGN DATA 4 _ _ () - " R }� TRENCHES,SLEEVES,SPECIAL BOLTIN FOR ECU M-ENT CONDUITS, _ CF ETC. ®L71 p' .. T y • •{{i,Aiax!/uu ri • 1 THE GE A CONTRACTOR F C 1 BE SOLELY REDPONa1BLE FOR • r�c�yi �MZ:t•v?g H ALL MEANS AND TfETHODS OF CONSTRICTION �' I PAJCY rl aaq FICATION, BWGLE FAMILY RESIDENTIAL ".•.14'S1Eigar. BLDG.CONSTRICTION TYPE. TYPE V.PROTECTED • NOORTH RUE N ".sia ,�v ■ice B. THE CONTRACTOR PN•I• I BE RESPONSIBLE FOR LEAVING ALL FINISH -;� • ••w.... ZONING DISTRICT, R I,MULTI FAMILY RESIDENTIAL . ._ m r BiJRZ=AGES CLEAN AT COMPLETION OF THE WORK AND Wdl I �MOyE :��\= e "p$ • ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB RFr.11LARI Y. DESIGN RIND LOAD, T70 MILES PER HOUR(3 SECOND GUST) W 7" E I a 9. JOB SITE 1-EASUREt1ENTS ARE THE RILL RESPONSIBILITY OF THE BII T HEKUUT LIMITATION, 3a FEET ) :I• MIMI u - CONTRACTOR AND/OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION. !� Cif) CI �_ C 10. THE GENERAL CONTRACTOR OUAI 1 SE RESPONSIBLE FOR INSTA'1.IN5 • IL.:. /.Y.�l __-_. ....'.._ 8 "SOLID P.T.BLOCK*4G BEHIND ALL SHELVING,CABINETS,ETC,OR , n ECLUFTI NT REOUIRIY B.4CK0 3. IL FINAL INSPECTIONS ARE REG>uIRF_D FOR ALL PERMITS. SYMBOLS ABBREVIATIONS PROJECT TEAM CC Ili — Lil • F DETAIL NUMBER ,wi`i T..e'�i.e NO wen COORA� ARCHITECTS r- DETAIL REFERENCE: Isio •T�•�'• +AQ NIA orroerxE NMI N--SHEET NUMBER LL po. em e°Anuw GA COAONIE CP COPE ARCHITEGiS,INC. ,• u PDM !Pt curl I •R 1141/!NE 15TAMENE _ CONTRACTOR METALL DELRAY'BEACH,FLORIDA 33444-3113 Ple - (2194 � �—ELEVATION NUMBER „R - arr w,roua win weaAe ELEVATION REFERENCE: ©( Set ,0e�r • APO E—SHEET NUMBER• c.a caea,c n rue cell (561)155-3151 E w4.a a Tue 'L' "TCD PLASTER :`o small eopeareh teetnlneee�allrw C.C.co CO 1-71 ter. rra seT SECTION REFERENCE: �—SECTION NUMBER awn n Opt v1 SHEET NUMBER c�a ccinw. rA 1AECHANICAL/ELECTRICAL/PLULIBINQ ENGINEER, Q P.M OeCYRiRA MAT. PILAW PO r Nxr DC.AA. MA. W D pE1fR FRO. "ADM Bc•4CON CGN.7ULTAYs F?Y.TihEETtS z — Dina Gam NE 6TN 51t�t1,SUITE 102 Dula DR/'un RO. BOtthTON FLORIDAEACI4, 33435 C +1 WALL NUMBER d ns unw I"L "'"'/°"'�`uAreR • —" INTERIOR ELEVATION <--INTERIOR ELEV. n M EXLRIST o e�ua"M ply (56U 424-3210 Q • REFERENCE: t 2 a E---SHEET NUMBER n MMAO 61. NAM call (56U 102-5464 r' 3 OW. awerw AA, TAN..ATM DM P.A. G , , T arm STRUCTURAL ENGINEER'MASS !Alai. IMCISAS ti Moog bar. bareno V • ROOM REFERENCE: ® (--ROOM NUMBER FLAK RAI..poo ALLICRISIGATO P P. AR 4 ASSOCIATES,BIG z C ryy �� PAco▪ a e� 601 N CGtLFP55 AVE,WITS L�i6A -1d rr. N�crAsr VG TouIS MO PPP.E DELR4r BEAC14,FLORIDA 33445 Q) NRA POONen to TIYOC L! TOG Tar Ce CAM., -0 - r O m 0 DOOR f CRr�JGE: O F-DOOR NUMBER �v. 041114 TOM TOP OPERA". Top T.Q NAARr OW (56ll265-6664 ao a R 1 N ›+Nalp • , *,,• Toe• ,,r.cm- 1'ax (561)265-6866 N a LI','J L ... Den IL.. D5SR.ouaa:a NO= 4<- N • WINDOW REFERENCE: 4O 4—WINDOW NUMBER S L M �T• VERTICAL `LeA a Drown RW COPE _ B w _J 0 LIP .01.7 rent.. voarx wwr Project No. DOUOLw¢ I+ rAi.HOLLOW � AT•RR 2015.99HANKIN P. (] N• C up. Net.DuremR um r CAD File No. z C NAL, TALATO IAz ORM L�i%�V 6�T COVER SHEET — NOTE REFERENCE: 4 REFERENCE NUMBER eNr. maen to 141. Rcu ..... Dote — U ^ Jr. Jc.aJANO to.OA NOVEMBER 13,2015 CCLL• /� u tArov LAVATORY att.ye Drawing No. REVISION REFERENCE: /\\ E--REVISION NILVIBER La LOCATION APIX MAX HAM1M AT . A res. RAP OR NAM ER , H No. tueo cr wRT etin © COPE ARCHITECTS. INC.,2015 U Men tr.= e.i ru.LnN """ ro.mrts oH.o.ua.e ••" Of 1 I 2 I 3 1 4 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 I 110U ILAN I IILVu. „„ ACCURATE LA SURVEYORS INC TEL (954j 42-1441 ' , . POMPANO BEACH ', . FLORIDA 33060 L.B.' #3635 FAX. (954) 782-1442 SHEET 2 OF 2 N 20 0 10 20 k I Ill =III= , NW �i NE GRAPHIC SCALE zn SW SET IRON FOUND 1/2" Z Luse v ROD & CAP IRON ROD 9 .9 tam cnO a' SET IRON IRONN ROD D�� L83635 .040 ID) & CAP . :;0.f 3' S. 5 5 d ROD .dc..CAP NO D S sT,'1.95' E. as r, : as ,�-83635 ( ) ai,2 V N.00 of go .y. PLAT LIMITS` Poo �r� 0.83, N. POWERPOLE j \ Ina a �+ 0•93 E. ";. Je/, -- i 1/ it A )t �--» 3n ,.. . fil 38 lio 12 • 50 �96 \ 30 ' 11i 20' 6' W.F. —�` h� —S��O ,-\-6' vi,F. Si ., '•fir` f/ PAVER. 4 �' :0•20 S• i.25' S L i � 0.15' W. Taw% :: :23.55' : :::, 16' ► 1 7l n ... �11 �4' LOT 9 •�s. 1a7 LOT �, .// N' :ui: L.L_ I • STEPPING _. . ..._.. ~ a NONE PA R ""`4 LE PA-no ri S- .. y.. ;; `V S :12;�25' V'_L - ' - 43.86 5, , •. .: ::.. ::. .,1 I III • o w �• Io L// 6.2. o►' 6' W.F, w z o 6' W.F. :TWO STORY=:_: LOT 8 - 2.75' w Z z2 .w r RESI ENC ° ��� 3 to .... .: ....... ''3.3' I I-- _.. :NGVD 1929 �: IA ' 0 In 'f •:GARAGE = 3.97 : �� t� w LI NGVD 132 ig Ay I- rt r__ 30' . 1.-1C) r) 6.4 :' .::::::::::::::: � 14.42 :: ..._ '::24.71 .. ...... V ? �, SET IRON • o ROD;.4 CAP I SET IRON A :0 ROD do CAP xo •��6 a'• y 3635 H3635 Cr- - .1 • o . / i �ry CC a 'RO FOUND PIP/2. `+ FOUND NAIL • •4'�'uj° •_ot •'.e• e E 0 0.30' S. 72 a cv • • CONC. iv (NO ID) rn 0.03' W. DRIVEWAY - N O.i0.�O' W. 09.,,• �O� a. p i --f ' — S' — a 'S IJ 38' ° I Ai 2 VALLEY GUTTER `300. 43 20' • _ -____E_______e . • . •' •. NASSAU STREET • •• •. : • 4,4• • — .- • : • 18.8' RIGHT OF WAY • -• ; • • • ;•._• ev •1c.4 x '`' % 17.7' ASPHALT PAVEMENT '4y • -- 5 yr' ''� NOTES: • 1. unless otherwise noted field measurements are in agreement CERTIFICATION: • with record measurement: • This is to certify that I have recently surveyed the 2. Bearings shown hereon ore based on an assumed bearing of property described in the , foregoing ,title captu n and nra have set or found monuments as indicated ory this 3. The lands shown . hereon were not abstracted for ownership, sketch and that said above ground survey areTI rights of way, easements, or other matters of records by sketch are accurate and correct to the best •of my Accurate Land Surveyors, Inc. knowledge and belief. I further certify that this 4.. Ownership of fences and walls, if any, are not determined. survey meets Minimum Technical Standards under 5. This survey is the property of Accurate Land Surveyors, Inc., Rule 5J-17, adopted by the Florida Board of Land and shall not be used or reproduced in whole or in Dart without Surveyors. October 1st, 2009. id shall not be used or reproaucea in wnole or in part winivut itten authorization. This survey is made for the exclusive use of the certified ;reon, to be valid one year from the date of survey as ,shown :reon. - This survey consists of a mop and text report, one is not A did without the other. NOT VALID WITHOUT THE SIGNATURE AND ;'/ �/f y m .oltit i eacP I, 1 I 2 I 3 1 4 I 5 I 6 I 7 1 8 I 9 1 10 1 11 1 12 1 13 14 I GENERAL NOTES N N ARCHITECTURAL: BUILDING CODE COMPLIANCE: WALL COVERING: 0 -- - L THESE DOCL21ENTS INDICATE THE DESIGN INTENT OF THE CONSTRICTION 22. UNLESS OTHERWISE NOTED,WHEN DRAWINGS ARE IN CONFLICT,ENLARGED L THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE W/APPLICABLE L INTERIOR FINISH MATERIALS SHALL COMPLY WITH LOCAL CODES. WHEN PROJECT IN ORDER TO ESTABLISH STANDARDS FOR QJALITY AND/OR PLANS 4 DETAILS SHALL GOVERN. HOLLEVER THE ARCHITECT SHALL MAKE CODES,REGULATONS,LOCAL AUTHORITY REGULATIONS 4 LYE`-AI CODE REQUIRED BY BUILDING O FICIAL(5),APPLY FLAME PROOFING TO FABRIC PERFORMANCE. THE FINAL DETERMINATION IN THESE MATTERS. C, ICIAL'S DIRECTIVES. WALL COVERINGS. 2. THE CONTRACTOR SHALL INVESTIGATE THE JOBSITE 4 COMPARE THE CD'S 23. SUBMIT FOR ARCHITECT'S REVIEW ABOVE BUILDING STANDARD SAMPLES 4 2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS PER FBC 1816.1.1 2. WALL COVERINGS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S M W/THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS COST, LITERATURE. SUBMIT FOR ARCHITECT'S CONSIDERATION SAMPLES 4 PRODUCT SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLICATION,INCLUDING ' o M WORK DESCRIBED IN THE CD'S 4 THAT 15 REQUIRED OR REASONABLY IMPLIED LITERATURE 4 OTHER PERTINENT DATA OF ANY PROPOSED SUBSTITUTIONS. ANY TEMPERATURE AND DUST CONTROL. WALL COVERING REQUIRING BACKING SHALL TO ACHIEVE THE DESIGN INTENT OF THE CD'S. THE CONTRACTOR SHALL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE PARTITION NOTES: BE SO APPROVED. APPLY WALL PRIMER PRIOR TO APPLYING ADHESIVE NOTIFY THE ARCHITECT OF ANY CONFLICTS BETUE:EN EXISTING CONDITIONS 4 ARCHITECT FOR APPROVAL PRIOR TO IMPLEMENTATION. IT 15 THE CONTRACTORS FOLLOWING MANUFACTURER'S INTER GTION. ANY NEW WORK,OF ANY OMISSIONS IN THE DRAWINGS 4 ANY RESTRICTIONS RESPONSIBILITY TO RESEARCH t MAI IFY THAT THE PERFORMANCE 4 I. CLEAR DIMENSIONS MUST BE HELD. DIMENSIONS NOTED AS FINISHED FACE. - RELATED TO THE EXECUTION OF THE WORK INCLUDING THE COORDINATION W/ CONSTRICTION SPECIFICATIONS MEET THOSE OF THE ORIGINALLY SPECIFIED ITEM 3. INSTALL SEAMS PLUMB 4 NOT LESS THAN SIX(6)INCHES FROM CORNERS: - STRUCTURAL AND MEP RELATED WORK PROW TO SUBMISSION FOR APPROVAL. CONTRACTOR SHALL WE LIABLE FOR 2. DRAWING DIMENSIONS ARE TO THE FACE OF STUD SURFACE UNLESS CLEAR OR HORIZONTAL SEAMS SHALL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. Z MATERIALS THAT ARE NOT AVAILABLE DUE TO UNTIMELY ORDERING 4 FOR THE CRITICAL SHALL BE MEASURED FROM FINISH FACE TO FINISH FACE. 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A COMPLETE JOB IN COORDINATION OF SUBSTITUTIONS W/OTHER TRADES 4 DISCIPLINES. 4. REMOVE EXCESS ADHESIVE PROMPTLY,REPLACE PANELS II)HICH CANNOT BE EVERY RESPECT THAT ALLOWS FOR THE FULL USE OF THE COMPLETED 3. MAKE NO MECHANICAL ATTACHMENTS TO EXTERIOR BUILDING SURFACES COMPLETELY GLEANED. L FACILITY 4 CONSISTENT LW THE DESIGN INTENT OF THE CD'S. THIS SHALL 24. SHOP DRAWINGS(TWO(2)COPIES TO ARCHITECT t TWO(2)COPIES TO ENGINEER), WITHOJ PRIOR NOTIFICATION AND APPROVAL FROM THE AFONITECi. INCLUDE,BUT NOT WE LIMITED TO,COMPLETE UTILITY CONNECTIONS FOR H2O, AS REQUIRED,SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR 5. INSTALLATION OF PATTERNED FABRIC WALL COVERINGS SHALL BE MATCH AT M L SEUE:R RAIN WATER LEADERS,DRAINS,POWER(WI TRANSFORMING TO ACHIEVE CONSTRICTION. SUBMIT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION OR 4. CONSTRICT CEILINGS 4 PARTITIONS PER MANUFACTURER'S RECCtEIENDATIONS EDGE TO ADJACENT FABRIC PANEL. APPROPRIATE t NECESSARY VOLTS 4 AMPS),GROUNDS,NATURAL OR LP GAS, PURCHASE. SHOP DRAWINGS OR SAMPLES FOR MILLWORK CUSTOM CUSTOM METALWORK, WITH DEFLECTIONS NOT TO EXCEED Il14O OF THE SPAN_ PROVIDE FIRE R.ATIiNT' COVENTS,VENTILATION,SMOKE EVACUATION,4 BLOCKING,BRIDGING,STFZUCTURAL CUSTOM CASEGOODS 4 OTHER ITEMS AS REQUIRED BY ARCHITECT FOR ABOVE Ate`'REQUIRED BY CODE-SEE FBC AND LOCAL CODE AMENDMENTS FOR ANY 6. REMOvE SWITCH PLATES 4 SURFACE MOUNTED FIXTURES TO PERMIT WALL SUPPORTS,ETC.TO ALLOW FOR THE COMPLETE 4 WORKING G NOTED OR BUILDING STANDARDS ITEMS. • SPECIALFIRE STOPPING REQUIREMENTS. COVERING INSTALLATION 4 RE-INSTALL UPON COMPLETION. INTERRED EQUIPMENT. 5. INSTALL WOOD BLOCKING AT ANY PARTITION SCHEDULED TO RECEIVE HANGING 1. WALL COVERINGS SHALL BE FROM CONSISTENT DYE LOTS. CO 25. CHANGES IN THE WORK SHALL ONLY BE ALLOWE W/D ONE OF THE FOLLOWING 4-4BINETRY AND/OR SHELVING 4. REASONABLY INFERRED CONDITIONS NOT OTHERWISE INDICATED IN THESE WRITTEN DIRECTIVES: I)ARCHITECTS DIRECTIVE FOR MINOR CHANGES IN WORK, • CD'S SHALL BE INTERPRETED AS HAVING THE SAME MEANING AS THOSE MOST 2.)CONSTRICTION CHANGE DIRECTIVE FROM THE ARCHITECT,OR 3J CHANCE B. NO SUBSTITUTION OF ANY SPECIFIED WALL COVERINGS OR FINISH MAY BE MADE SIMILARLY DETAILED 4 MORE FULLY DEFINED ELSEL'HERE WITHIN THESE ORDER ISSUED BY THE ARCHITECT. CHANGES MUST FOLLOW MODIFICATION 6. INSTALL MOISTURE RESISTANT SUBSTRATE(WATER RESISTANT TYPE GYPSILM WITHOUT PRIOR APPROVAL OF ARCHITECT.K DOCUMENTS. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IF CLARIFICATIONS PROCEDURES NOTED IN AIA A2O1-ARTICLE 1. CHANGES REQUIRING A CHANGE BOARD OR CEIFNTITIOUS BOARD)WHERE CERAMIC TILE OR STONEWORK 15 . K ARE REQUIRED. CONTRACTOR SHALL BE LIABLE IF INAPPROPRIATE INTER- IN COST OR TIME MUST BE EXPLICITLY NOTED AT TIME OF 01,-1ASION IN FIELD, INDICATED. PRETATIONS CONFLICT WITH OTHER ELEMENTS OF THE WORK NOTIFICATION OR ARCHITECT OR AT JOB PROGRESS MEETING 4 FOLLOWED UP WITHIN TILE: TWO(2)WORKING DAYS BY WRITTEN CONFIRMATION. IF CHANCE 15 AGR:ED TO 1. INSTALL STEEL FRAMING FOR PARTITIONS TO COMPLY WITH ASTM C-154 4 THE 5. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS 4 DIMENSIONS INDICATED WITHOUT EXPLICIT REFERaICE TO CHANGE IN COST OR TIME,A SUBSEQUENT GYPSUM CONSTRICTION HANDBOOK WY US.GYPSUMM,LATEST EDITION. L INSTALL TILE IN ACCORDANCE W/TILE COUNCIL OF AERICA HANDBOOK FOR- W/THE CD'S 4 SHALL NOTIFY THE ARCHITECT OF ANY VARIATION PRIOR TO THE CHANGE ORDER MAY WE JUSTIFIABLY REJECTED. CERAMIC TILE INSTALLATION METHODS. Iwin THE PURCHASING OF MATERIALS,FABRICATION OR CONSTRUCTION. THE 8. INSTALL 4 FINISH GYPSUM BOARD TO COMPLY W/ASTM C-840,GA-2I6 BY - • CONTRACTOR SHALL BE LIABLE FOR RESTOCKING CHARGES,REPLACEMENT 26. PER-OR-1 WORK 4 INSTALL MATERIALS IN STRICT ACCORDANCE WI MANFACTURER'S GYPSUM ASSOCIATION 4 G-YPSLTI CONSTRUCTION HANDBOOK BY as.GYPSUM, 1" 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE SUBSTRATE(I`. T COSTS 4 FOR DELAYS IF NE FAILS TO COMPLY W/ MANNERLATEST EDITION PREPARE SURFACE AS REQUIRED FOR FINAL SURFACE FINISH • THIS PROVISION SPECIFICATIONS 4 INSTRUCTIONS 4 IN A MRE CONSISTENT LW INDUSTRY AS RECOMMENDED BY GYPSi?1 CONSTRICTION HANDBOOK MOISTU RESISTANT GYPSUM BOARD,•LIONDER13OARD%ETC.). e8� STANDARDS FOR WORQMANSHIP. J 6. THE GENERAL CONTRACTOR UPON AWARDING CONTARCTS TO SUB- I /� J CONTRACTORS,SHALL SUBMIT TO THE ARCHITECT 4 THE OWNER A LIST OF 21. GYPSUM 4 METAL STUD CONSTRUCTION SHALL BE DONE IN ACCORDANCE W 9. PROVIDE FRE RESISTANCE RATED PARTITION ASSEMBLIES IDENTICAL TO UL. TELEPI-ZONE/DATA/ELECTRICAL NOTES: pa ITEMS 4 THEIR DELIVERY SCHEDULES. THE CONTRACTOR PRIOR TO ORDERING RECOMMENDATIONS 4 INSTRUCTIONS PUBLISHED BY U.S.GYPSUM COMPANY- DESIGNATIONS(UNDERWRITERS LABORATORY)`.NF IN IN THE FIRE RESISTANCE W \ ' AN ITEM,SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT 4 OWNER GYPSUM CONSTRUCTION HANDBOOK.LATEST EDITION. CONSTRUCTION JOINTS MUST DIRECTORY OR LISTED BY OTHER TESTING AGENCIES ACCEPTABLE TO OF ANY ITEM WHICH MAY CAUSE THE PROJECT TO BE DELAYED DUE TO LONG Yr IIL WORK SHALL RI IN ACCORDANCE WV APPLICABLE NATIONAL,STATE AND ■.■ _ LEAD TIME IN OBTAINING. L R AT A MAXIMW'M Cr 25 FT.ON UNDERSIDE G ROOF DECK. AUTHORITIES HAVING�I/ JURISDICTION. LOCAL ELECTRICAL CODES. /W��\ 28. FINISH CARPECTUR NTRY 4 MILLWORK SHALL BE DONE IN ACCORDANCE W/THE MILLWORK NOTES: 2. IN M/E/P DESIGN-BUILD PROJECTS,MECHANICAL 4 ELECTRICAL ENGINEERING W 1. THE CONTRACTOR SHALL HE RESPONSIBLE FOR ACHIEVING SUBSTANTIAL ARCHITECTURAL WOODWO12K5 INSTITUTE CAW STANDARDS FOR SELECTION OF COMPLETION REGARDLESS OF DELIVERY DATES FOR MATERIALS 4 EOJIPMT. DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW 4 APPROVAL PRIOR MATERIALS,HARDWARE,FABRICATION,WORKMANSHIP 4 FINISHING. L MILLWORK 4 CASEWORK SHALL COMPLY WI ARCHITECTURAL WOODWORK TO START OF CONSTRUCTION. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY 8. THE ARCHITECT HAS NOT CONDUCTED NOR INTENDS TO CONDUCT ANY QUALITY STANDARDS,GUIDE SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM, FOR COORDINATING VARIOUS TRADES. CONTRACTOR SHALL CONTROL INSTALL- THE AS TO THE PRESENCE OF HAZARDOUS MATERIALS,INCLUDING 29. EXAMINE SURFACES TO DETERMINE THAT THEY ARE SOUND,DRY,CLEAN 4 READY LATEST EDITION,CUSTOM GRADE UNLESS OTHERWISE NOTED. ATION SEQUENCE OF VARIOUS ITEMS TO ACCOMMODATE DIMENSIONAL REQUIRE- HINV E5TO5,ION THE CONFINESN OF THIS HAZARDOUS THE MATERIALS, C TO RECEIVE FINISHES OR MILLWORK PRIOR TO INSTALLATION. START OF MENTS OF TOTAL ASSEMBLY INCLUDING MECHANICAL,ELECTRICAL,PLUMBING,FIRE I < H INSTALLATION SHALL IMPLY ACCEPTANCE OF SUBSTRATE 4 SHALL NOT BE ALARM,DATA,TELEPHONE,SPRINKLER PIPING AND ANY 4 ALL EQUIPMENT. W NO RESPONSIBILITY FOR THE IDENTIFICATION,THE REMOVAL OR ANY EFFECTS GROUNDS FOR CLAIMS AGAINST IMPROPER PERFORMANCE OF INSTALLED MATERIAL. 2. INSTALL FIRE RETARDANT TREATED WOOD PRODUCTS WHERE REQUIRED TO -1 FROM THE PRESENCE OF THESE MATERIALS. ADVISE ARCHITECT OF ANY EXISTING CONSTRUCTION NOT LEVEL.SMOOTH 4 COMPLY WITH THE BUILDING CODE. iTi - 3. ANY DISCREPANCY BETWEEN THE CONSULTANTS AL,MECHANICAL,ELECTRICAL 4 PLUMB WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRUCTION. 3. COORDINATE INSTALLATION G ALL IN-WALL STEEL ANCHORAGE,GROUNDS,4 PLUMBING ENGINEERS OR ANY OTHER DRAWINGS SHALL BE _ 9. THE CONTRACTOR SHALL ISSUE COMPLETE SETS OF CD'S TO EACH OF THE BROUGHT TO THE OF THE S FOR D CLARIFICATION.TIN_ WORK ■.■ SUB-CONTRACTORS FOR COORDINATION OF THEIR WORK AND DESCRIPTION OF 30. INSTALL 4 MAINTAIN NECESSARY GOVERNS,PROTECTIVE ENCLOSURES, MISCELLANEOUS BLOCKING W/OTHER TRADES FOR PRECISE LOCATION. INSTALLED IN CONFLICT W/ATTENTIONT ARCHITECTS DRAWINGS OR CREATING CONFLICTS W SCOPE. TEMPORARY DOORS 4 PARTITIONS 4 DUST BARRIERS TO PROTECT OCCUPANTS 4. THE MILLWORK CONTRACTOR UAI L OBTAIN 4 VERIFY FIELD MEASUREMENTS DUE TO INS FICIENT COORDINATION OF WORK SHALL BE CONo• CTED BY THE Q 4 EXISTING WORK 4 FINISHES TO REMAIN. REPAIR REM C CF-F ANY OAMAGES CONTRACTOR o THE CONTRACTOR'S EXPENSE 4 SHALL NOT IMPACT THE SCHEDULE. 10. THE CONTRACTOR SHALL APPLY FOR OBTAIN 4 PAY FOR PERMITS,FEES, Y-n1ISED BY IMPROPER PROTECTION AT NO ADDITIONAL CHARGE TO DINER 4 CONDITIONS AFFECTING HIS CORK 4 SHALL HE RESPONSIBLE FOR DETAILS 4 G INSPECTIONS 4 APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION THE CONTRACTOR SU RESPONSIBLE L BE FOR ANY 4 ALL DAMAGE WHICH MAY DIMENSIONS ASSURING VT''- OFCISION 4 PROPER ASSEMBLYHIS PRODUCTS. OVER THE PROJECT. CONTRACTOR IS TO PROVIDE COPIES OF TRANSACTIONS OC.r,IR DURING EITHER TI-E DEMOLITION OR CONSTRICTION PHASE TO THE 4. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING 4 SPECIFICATIONS. MECHANICAL 1 I In TO OWNER NOTIFYARCHITECT G ANY VARIANCE WI CODES IN FORCE. RE EXISTING BUILDING. CONTRACTOR SHALL REPAIR SAME IMMEDIATELY TO MATCH 5. COORDINATE ITEMS TO INSUVERIFY DELIVERY TO THE PROPER LOCATION 4 4 ELECTRICAL ENGINEER'S DRAWINGS DO NOT SPECIFY LOCATIONS OF FIXTURES, W ■ CONTACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE W/THE REGULATIONS ADJACENT SURFACES IN GOOD CONDITION_ PHYSICAL ACCOMMODATION WITHIN THE CONFINES OFTHE PROJECT OUTLETS,OR EQUIPMENT-RE-Er R TO ARCHITECT'S DRAWINGS. r OF ANY 4 ALL PUBLIC AUTHORITIES(FEDERAL,STATE 4 LOCAL)HAVINGAS REQUIRED. DC ■.■- JURISDICTION OVER THE PROJECT. 31. WORK DAMAGED DURING CONSTRUCTION OR NOT CONFORMING TO SPECIFIED 5. SEPARATE JUNCTION BOXES BY AT LEAST ONE(I)STUD WFIERE TELEPHONE 4 W _ STANDARD TOLERANCES OR MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION ELECTRICAL OUTLETS APPEAR BACK-TO-BACK OR SIDE-BY-SIDE. SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER 6. SET WORK PLUMB,LEVEL 4 SQUARE,SCRIBED TIGHTLY 4 ON DRAWINGS ADJT. II. PROVIDE 4 PAY FOR ANY AND ALL MATERIALS,LABOR EQUIPMENT,TOOLS, SUivAGES,SECURELY ANCHORED IN POSITION INDICATED ON TO 6. OUTLETS,SWITCHES 4 JUNCTION BOXES LOCATED IN ACOUSTICAL PARTITIONS CONSTRUCTION EQUIPMENT,WAREHOUSING,TRANSPORTATION 4 DELIVERY COSTS, HIGHEST QUALITY STANDARDS. SHALL RECEIVE EQUIVALENT INSULATION BEHIND BOXES. HOISTING,REMOVAL OF TRASH 4 DEBRIS,4 OTHER FACILITIES 4 SERVICES 32. MAINTAIN EXIT,EXIT LIGHTING,FIRE PROTECTIVE DEVICES 4 LIFE SAFETY SYSTEMSCr F NECESSARY FOR THE EXECUTION 4 COMPLETION OF THE WORK- IN WORKING ORDER F 1. LAMINATE EDGES OF COUNTERTOPS 4 F'YY-5 OF DOORS PRIOR TO FACING 1. UX-MERE WALL MOUNTED OUTLETS Al, "'INDICATED SIDE-BY-SIDE,THE MAXIMUM - I2. WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHER- 33. EXIT DOORS.EGRESS DOORS 4 OTHER DOORS REQUID FOR 1"EANS OF EGRESS COUNTERTOPS OR DOORS. SEPARATION SHALL BE SIX(6)INCHES,CENTERLINE TO CENTERLINE,LION_ '/� WISE NOTED. REFERENCES TO THE CONTRACTOR SHALL INCLUDE THE GENERAL w.41 BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOW- CONTRACTOR V j CONTRACTOR AND SUB-CONTRACTORS. LEDGE OR EFFORT. 8. COORDINATE EXACT PLACEMENT G PLUMBING 4 ELECTRICAL FIXTURES, 8. GANG ELECTRICAL OUTLETS 4 SWITCHES WERE POSSIBLE. he - SWITCHES 4 OUTLETS TO BE INSTALLED WITHIN THE MILLWORK- 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 4 HAVING CONTROL 34. VERIFY KEYING REQUIREMENTS OF ALL NEW LOCKS WITH OWNER 9. WALL MOUNTED ELECTRICAL,TELEPHONE 4 DATA OUTLETS SHALL BE INSTALLED OVER CONSTRICTION MEANS,TECHNIQUES,SEQUENCES 4 PROCEDURES 4 FOR 9. REPAIR REPLACE OR OTHERWISE MACE GOOD TO SATISFACTION G ARCHITECT AT EIGHTEEN(I8)INCHES ABOVE FINISHED FLOORS,UNLESS NOTED OTHERWISE. COORDINATING PORTIONS OF THE WORK REQUIRED BY THE CD'S. 35. 24 HOURS PRIOR TO OCCUPANCY OF ANY PHASE,THOROUGHLY CLEAN SURFACES DAMAGE INCUR ID TO MILLWORK DURING CONSTRUCTION.OF OF DUST,DEER,LOOSE CONSTRUCTION MATERIAL 4 EQUIPMENT. VACUUM OR MOP 10. INSTALL LIGHT SWITCHES AT FCURTY-TWO(42)INCHES OFF.4 WITHIN EIGHT(8)INCHES co 14. THE ARCHITECT I OWNER SHALL NOT BE IESPCNSIBLE FOR THE ERRORS, FLOORS 4 CLEAN WINDOWS. THE CONTRACTOR,AT THE COMPLETION OF THE 10. ADJUST DOORS,DRAWERS 4 HARDWARE FOR PROPER OPERATION 4 CLEAN OF DOOR FRAME,UN.0_ FOLLOW ADA REr-I ILATIONS IN PUBLIC CIRC(STANCES. y, E OMISSIONS OR DELAYS RESULTING FROM THE CONTRACTOR'S PEW-ORIANCE. PROJECT,SHALL CLEAN THE ENTIRE BUILDING AND LEAVE IT IN ACCEPTABLE SURFACES„INSIDE 4 OUT. CONDITION. IL THER-1OSTATS SHALL HE INSTALLED AT SIXTY(80)INCHES AFF.ADJACENT TO 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS 4 OMISSIONS OF THE IL COMPLY W/MILLWORK MANUFACTURER'S 4 INSTALLER'S RECOMMENDED OPTIMUM LIGHT SWITCHES,UNLESS NOTED OTHERWISE CONTRACTOR'S EMPLOYEES,SUB-CONTRACTORS 4 THEIR AGENTS 4 36. SUBSTANTIAL COMPLETION SHALL BE THE DATE ON WHICH THE PREMISES ARE TEMPERATURE 4 HUMIDITY CONDITIONS FOR STORAGE 4 INSTALLATION OF WORK - EMPLOYEES 4 ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER AVAILABLE FOR OCCUPANCY FROM THE CONTRACTOR 4 SHALL BE AS DEFINED 12. INCANDESCENT LIGHT FIXTURES ARE TO BE ON DIMMERS,UNA_ A CONTRACT WITH THE CONTRACTOR IN AIA DOCUMENT A20L ADDITIONAL TOUCH-UP OR MINOR INSTALLATION WORK 12. COMPLY LW ARCHITECTURAL WOODWORK QUALITY STANDARDS,GUIDEZ - MAY WE INCOMPLETE. SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM,SECTION WOO FACTOR 13. L'FIERE LIGHTS 4 SWITCHES ARE NOT NOTED W/A LOWER CASE LETTER 16. OTHER CONTRACTORS 4 THEIR SUB-CONTRACTORS MAY BE WORKING ON THE FINISHING SYSTEMS FOR FINISHES NOTED. DESIGNATION,THE SWITCHES ARE TO WE CONNECTED ONLY 70 THOSE LIGHT TN:MISES SIMULTANEOUS WITH THE DURATION G THIS CONTRACT. NO ACTION 31. WARRANT TO THE OWNER THAT ALL MATERIALS 4 EQUIPMENT FURNISHED 4 FIXTURES WITHIN THAT SPECIFIC ROOM. A\SHALL BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANY SUB- 1 r �IIII DINSTALLED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED, 1=INISi--I NOTES: : 0 D CONTRACTOR TO IMPEDE THE ACCESS OR OPERATION OF ANT OTHER 4 WORK SHALL BE OF GOOD QUALITY,FREE FROM FAULTS 4 DEFECTS 4 CONFORMS 14. FLOOR MOUNTED OUTLETS ARE DIMENSIONED FROM THE CENTERLINE OF THE CONTRACTOR THE PREMISES,EITHER UNION OR NON-UNION. WITH THE CONTRACT DOCUMENTS. OUTLET TO THE FINISHED FACE OF THE PARTITION AND/OR COLUMN,UNLESS L INSPECT MATERIALS FOR DEFECTS,FLAWS,SHIPPING DAMAGE,CORRECT COLOR 4 PATTERN,INFORM ARCHITECT OF ANY DEFECTIVE MATERIALS 4 COORDINATE NOTED OTHERWISE. T 11. WORK SHALL BE DONE DURING NORMAL WORKING HOURS. CONTRACTOR SHALL 38. FOR A PERIOD OF ONE(I)YEAR BEGINNING AT THE DATE OF SUBSTANTIAL W/THE MANUFACTURER FOR ACCURATE SHIPPING DATES FOR THE REPLACEMENT r- SCHEDULE 4 PERFORM SO AS NOT TO UNREASONABLY DISTURB ANY COMPLETION,CONTRACTOR SHALL PROMPLY CORRECT WORK FOUND NOT TO BE MATERIAL. 15. ELECTRICAL ITEMS INDICATED IN OR ON CABINETRY Al L BE SUPPLIED,NEIGHBORS 4 SHALL BE RESPONSIBLE FOR ANY OVERTIME COSTS INCURRED IN ACCORDANCE W/THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BEAR INSTALLED 4 COORDINATED BY THE CONTRACTOR THEREBY. ALL COSTS OF CORRECTIONS. 2. FLOOR COVERINGS SHALL WE REPAIRED IN RENOVATION WORK TO MATCH ADJACENT SURFACES. FLOOR COVERINGS IN CLOSETS SHALL MATCH ADJACENT IS. ELECTRICAL SUB-CONTRACTOR SHALL MAKE FINAL CONNECTIONS FOR ALL FLOOR W. THE CONTRACTOR SHALL COORDINATE 4 WORK W/BUILDING OWNER REGARD- 39. UNLESS OTHERWISE NOTED,FASTENERS 4 ATTACHMENTS SHALL BE FULLY SURFACES. FLOOR COVERING N CLOSETS SHALL MATCH ADJACENT ROOM OR WALL OUTLETS TO FURNITURE SYSTEM POWER POLES(WHERE APPLICABLE) Z INS HEAT,WATER ELECTRICITY,DELIVERIES,ACCESS,ELEVATOR AVAIL- UNLESS NOTED OTHERWISE. FOLLOWING MANUFACTURER'S STANDARDS FOR INSTALLATION AND APPLICABLE C C CONCEALED FROM VIEW. ABILITY,STAGING,NOISE CONTROL,TRASH 4 DEBRIS REMOVAL,HOISTING, CODES. 4 ANY OTHER UTILITIES OR OWNER'S RULES 4 REGULATIONS CONCERNING THE 40, THE ARCHITECT'S SEAL AFFIXED TO THESE CONTRACT DOCUIMENTS,SHALL PROJECT SITE. CONTRACTOR SHALL COORDINATE USE OF RESTROGM 3. LEVEL 4CTOR WILL BE RESPONSIBLE FOR PROVING AN APPROPRIATELY �n FACILITIES FOR HIS EMPLOYEES WITH THE OWNER CERTIFY TO THE BEST OF CUR K IF E,THAT THESE DRAWINGS MEET THE LEVEL SMOOTH C MEETING OR OTHER SUBSTRATE TO FEET THE CARPET(IF Il. PHONE 4 DATA OUTLETS SHALL BE SINGLE OUTLET BOX W PULL STRING 4 RING APPLICABLE STATE 4 LOCAL CODES. IF ANY PORTION OF THESE DOCUMENTS 15 CARPET IT USED) INDUSTRY STANDARDS PRIOR TO INSTALLATION. FOR WIRING. WIRING OR CABLING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE vaa - E MATERIALS SO AS NOT TO DELAY FOUND TO BE IN CONFLICT W/STATE OR LOCAL CODES,THE ARCHITECT StJA1 I In ea- 19. THE CONTRACTOR SHALL PROCUf BE NOTIFIED IN WRITING BY THE CONTRACTOR 4. CARPE1,IF USED,SNAI I WE INSTALLED IN THE SAME DIRECTION. SEAM 18. THE SIZE OF NEW TELEPHONE 4 DATA LINE CONDUITS SHALL BE AS PER SUBSTANTIAL COMPLETION_ THE CONTRACTOR SHALL NOTIFY ARCHITECT CARPET AT DOORS AND ON CENTERLINE OF DOORS,TYPICAL. SUPPLIER'S SPECIFICATIONS. VERIFY REQUIREMENTS W/OWNER Drown WITHIN FIVE(5)DAYS OF EXECUTION OF CONTRACT OF ANY MATERIAL 41. CONTRACTOR SHALL BE RESPONSIBLE IN PROVIDING THE OWNER A COMPLETE RW COPE DELIVERY WHICH COULD DELAY COMPLETION OF THE CONTRACT. SET OF'AS-BUILT'OR'RECORD'DOCUMENTS. PAINTED SURFACES:- 19. INSTALL BUILDING STANDARD COVER PLATES FOR OUTLETS 4 SWITCHES. Project No. Ell20. COORDINATE SCHEDULING,PROVISIONS FOR INSTALLATION,LOCATIONS,4 42. PROVISIONS OF THE AIA A2OI-GENERAL CONDITIONS,APPLY TO THIS CONTRACT 20. EXHAUST FANS SHALL BE SILENT RZJroNING 4 SHALL HAVE A MINIMUM EIGHT(B)FOOT 2015.99HANKIN 3 CAD File No. INSTALLATION OF ITEMS FURNISHED BY THE OWNER 4 BY OTHERS.FOR THE BY REFERENCE UNLESS SPECIFICALLY MODIFIED IN WRITING BY THE OWNER OR L PAINTED FINISH METAL 4 WOOD TRIM SHALL BE SEMI-GLOSS ALKYD ENAMEL, PURPOSES OF THIS CONTRACT. THE FOLLOWING ABBREVIATIONS APPLY: COLOR TO MATCH ADJACENT WALL UNLESS NOTED OTHERWISE. OTHER SURACES LONG DUCT E IWEF_N THE fETURN AIR GRILLE 4 FAN MOTOR DUCT SHALL BE SPEC SHEET G-OI•OWNER FURNISHED t OWNER INSTALLED,G-CI•OWNER FURNISHED ARCHITECT. 1 LINED W/ONE(I)INCH MIN.THICK FIBERGLASS LINER DO NOT LOCATE FAN MOTOR 4 CONTRACTOR INSTALLED,CF-CI•CONTRACTOR FURNISHED 4 CONTRACTOR SHALL WE LATEX FLAT FINISH. PAINTED FINISHESALK WITHINN BATHROOMS 4 KITCHEJ/ ABOVE CEILING OF ROOM SERVED BY FAN-LOCATE MOTOR ABOVE CORRIDOR Date CaALLEYS/PANIRT SHALL BE SEMI{LOSS ALKYD ENAMEL OR OPEN AREA CEILING. PROVIDE SPAML PROOF MOTORS OR EXPLOSION PROOF Honing N.13,2015 INSTALLED,AND G-OI=CONTRACTOR FURNISHED 4 DINER INSTALLED. 2. PRN=PARE FOR 4 APPLY PAINT IN ACCORDANCE W/THE MANUFACTURER'S SPEC'S. MOTORS FOR LOCATIONS INVOLVItNC.FLAMASLE MATERIALS(ONLY IF APPLICABLE) Drawing No. 2L THE CONTRACTOR SHALL COORDINATE 4 WORK W/TRADES ON THE PROJECT FOR THE PARTICULAR SU ACE,ONE(I)COAT PRIME 4 TWO(2)FINISH COATS NOT UNDER CONTRACT W/THE CONTRACTOR(L W.TELEPHONE,DATA LINES, MINIMUM APPLICATION_ FOLLOW INDUSTRY STANDARDS FOR SURFACE PREPARATION 2L ACCESS PANELS AS REQUIRED SHALL BE INSTALLEDTIONSFLUSH W/CEILING 4 FINISHED FIRE ALARM,ETC). ANY CHANGES OR DELAYS ARISING FROM CONFLICTS 4 APPLICATION ENVIRONMENT(TEJMPERATURE t HUMIDITY). TO MATCH THE ADJACENT ARCHITECT FINISH. LOCATIONS OF ACCESS PANELS ARE TO BE REVIEWED WITH THE PRIOR TO INSTALLATION. A 1 . 0 A A BEILLEEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF THE CONTRACTORH AT NO ADDITIONAL EXPENSE TO THE OWNER © COPE ARCHITECTS,INC.,2015 bo« > 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 9 I 10 I 11 I 12 13 I 14 - `"° _ of - 1 1 1 2 1 3 I 4 1 5 I N PROJECT DATA: 0 g N PROPOSED TOTAL GROUND FLOOR AREA- a-3,444.O0 50.FT. .-31.4%OF SITE / 1;• y/ T5-3 I- T-6' ), -- PAFKING 4 PAVED AREAS- .-1)9500 50.FT. a-130%OF SITE OPEN LANDSCAPED SPACE- .-4,01600 SQ.FT.a-443%OF SITE - WATER BODIES(POOL)- .-485 50.FT. .-53%OF SITE TOTALS .-5,0000 50.FT. 100%OF SITE M PARKING DATA: REQUIRED PROVIDED o 1,1 R-1-A-SINGLE FAMILY IZ�SIDENTIAL: E TWO(2)PER HOUSEHOLD WO(2) ONE GUEST(I)PER HOUSEHOLD ONE(I) PROPERTY LINE 92.00' TOTALS: TI4EE(3) THREE(3) -i 0_-_-ice _-_-_-_-_---_-_-_-_-_-_-_-_-_-_- -_ �- - (� �y� EXISTING FPSL POWER POLE TO REMAIN I LEGAL DESCRIPTION: (CONVERT FEED FROM OVeEIHEAD TO UNDERGROUND) 5'UTILITY EASEMENT _ _ _ ________ SWALE °A° 5'UTILTP'EASEMENT __ e (AS PROVIDED BY THE DU4ER) r (9'DEEP X 10'WIDE X 92'LONG) I _I_ L NEW AC CONDENSING UNITS ON CONCRETE HOUSEKEEPING PADS 1'�C 10'REAR YARD BUILDING SETBACK LITE 'Ir , ,,, ., .,,, .,,.„ , _____,_ ,, IIt ��Y�, �„�Ct //.�yGf/�j_-• �io% o/ y /r REPLACE EXISTING WOODEN FEN E WITH NEW 6' REPLACE EXISTING WOODEN FENCE WITH NEW 6' SHADOWBOX•STYLI WOODED FENCE,TYPICAL I ♦ �_�_ � �. / I it', 1r: ���� �v'y�////4%' /� r����►� 1�, //�' i "SHADOWBOX`STYLE WOODED F NCE,TYPICALSITE DATA: (APPROX_9,200.00 SQ-FT-OR +- 021 ACRES) I ✓r/ � s . / ...,fs/, �� ye /%•K I'/% // -` G. ,.,....e/s rvvvil'%irrtuuiI ► 1 ZONED: R-I-A (SINGLE FAMILY RESIDENTIAL DISTRICT) HEAVY HATCH REPRESENTS ORIGINAL HOME / / �1�� � j i1..- - .� �•;:.<y:a yam:sue/ ��/ Q U PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE LIGHT HATCH REPRESENTS PROPOSED HOME-1 Or/��d /ems ///////� .j � ./ / .79i 1''+/� 1 DRAINAGE - re, ,l11e /I 'I �O,.v- ,. ,r,/,% �i /i �% - CALCULATIONS: �;.Ti��,, _ %%' er/•.� A,•4 ��� �� TOTAL SITE AREA _ LU Y I � - -�� 4"".,:Y,u U£�4ti � 4j.C'i / �i! 1 r�� e=u I o _ U IMPERVIOlLS AREA: 5)2400 50.r7_ OR 55.1% u I -._ / rrri /I��I.. rn .1 PERVIOUS S ARE 4�1600 a . OR 51% o a _.A.:- .'V/J/1-,0 /r' -rx:=.N. a�w;/ m Y U z O3 STORAGE REOUIiIENT•IST INCH GF FI TOFF W I =I�� ' //.A j; PLANER �, -,gr� "It I Z 12 w M J Air ' I� LH >Q VOLUME GP STORAGE 1011.5 RED=C X I X A i'/�/i� A� % �f ,�;:'• � Q� m- W p a, - - Wi-ERE C=(%IMPERVIOUS X 0.9)a[%PERVIOUS X 03) w m Fop ,R:.:.a ua'P� // ,y:: / ,•-'1- Q C=(0551 X 0.5)+(0.443 X 03)=06342 :. $14) ,.. ce O I=RAINFALL INTENSITY=I INCH/12=00833' a! / :4•%. J A-AREA.9)00 S0.FT. n i%���( j $ j/�///�li 7 9 �_1�,�/��/I.%�J_ 12 U O_ a- IL , )7�i- e r DECiG ,,, / ��ie(, Q TFEf .FORE,R.=,a)IRED VOLUME=0b342 X 00833 X 9)00=4�CUBIC FEET i p;� /,� y�/,f E / ��'� �� ��� Io_ 1-4 CO z W= W H THE PROPOSED 5'D.X 10,0'W.X 52'L.S'IAI E'A'ALONG THE NORTH PROPERTY LINE SJAI L RETAIN 1n R 1"/ 40/1 I -/4j I �'' I Y CO Q ~ H APPROX.345 CUBIC FEET WATER- 6+/ �p� - co W 1-'I DESIGNATED AREA FOR REFUSE COLLECT ON(SCREENED BY FENCE) ////�� / %//l y NEW 8' • HIGH SIDE YARD PRIVACY FENCE Z ,ti m THE PROPOSED 6'D.X 1,6'W.X 50'L SLLLALE'B'ALONG THE LEST PROPERTY LINE wAI I ITAW -E! ry/.. / LOWER I //i/ell ��%� I^ ~ APPROX.16B CUBIC FEET OF WATER- .* '1. y/ / 'v /'.•, 1 1 I .I /! E 1 I (STUCCO FINISH ON CMU) Q } �u:4 .:..., 4. POOL I �.41-- - GATE AT NEW FENCE 0 l .,'f _ I i%// 1 1 NEW OUTDOOR FIREPLACE _ - fri 0; THER:FORE,VOLUME PROVIDED••.-513 CUBIC TEcT 1 0.7iV %g { % . II 1 r a G lIt g 1 IF •/ / f A%: I WALKI _ UPPER f'dOL 1�ECK I SYMBOLS LEGEND: _1 i`� '� y% I I I I n & � � I I I .CASCADING WATER EATURE U m �G� EXISTING TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY N n % d G ////j Y.'r/�/O/jy PLANTER � - I _` --1 a a 5: S o ' •�,� `? p 25'FRONT YA33 BUILDINT SETE ACK LINE �. (/T W V ° �ee�� PROPOSED NEW TOPOGRAPHY(FINISH GRADE) NEW 8'HIGH FRONT YARD PRIVA FENCE (• m o (3 F x%No - 3 I I I (STUCCO FINISH ON CMU) a F-Z 1 F y1 F FYISTING BRICK PAVER DRIVE TO REMAIN , 1 I U j Q _ 1 I (L a =L' WALK NEW BRICK PAVER WALK TO M T H EXISTING DRIVE H N Z 7P i I DRIVE I � =WJ5 U. E I i GARDEN I Q m ., E i .4. 0I EXISTING WATER METER TO R Mra - 1` _. C ---_-- P OPERTY LINE 92.00' 0 o I I 1n o 1 m n 1 Li�pE B_ �5� 1 y (+-17. 'OF PAVING&18.8'RO.W.) �_ TRUE - �-) E NORTH 1 m / T-6' 4-6'-11' / 4-24'-6' 24'-r / 2Y-2' 4' T-6' / N z . c A2: WALE SCTION '7�' GENERAL GRADING NOTES: PROPOSED PROJECT CI-ART: NOT TO Sr' I F I ..:7 ii iiN� 1.)UNDER NO CIRCUMSTANCES SHALL THIS PROPERTY BE GRADED SO THAT STORM WATER /\\� J h \.`. RUNS OFF ONTO ANY ADJACENT PROPERTIES. \. - v 0 R-1-A MIN. MIN.LOT MIN. MIN. MIN. MIN. MAX MIN. MIN. MIN. MIN. MAX ��� �\ LOT WIDTH LOT FLOOR LOT OPEN LOT FRONT SIDE SIDE REAR BUILDING \ \� E- 2.)SEE ATERDOES PROPOSED FINAL GRADES AND ASSOCIATED DETAIL INSURING STORM SIZE (R.) DEPTH AREA FRONTAGE SPACE COVERAGE SETBACK INTERIOR STREET SETBACK HEIGHT 1n Z - WATERODES NOT FLOW ONTO ADJACENT PROPERTIES. (w.TO H1) (.4.R) (TO (%) (%) (R) SETBACK SETBACK (R) (ft.) LOR/BP LDWBP (R) (2) Drown y -6' y 3.)PLEASE SEE SURVEY FOR EXISTING GRADES 6/ALL PROPERTY LINES&ON AIL RW COPE 1 1 ADJACENT PROPERTIES.MINUMUM TWO(2)GRADES PER PROPERTY LINENo. REQUIRED 7,500 60/00 100 1,000 60/B �'y� 0 25 NA 25 7.5 NA 10 35 Project B 4.)PLEASE SEE FLOOR PLANS FOR FINISH FLOOR ELEVATIONS OF ALL STRUCTURES WHICH ARE ALL . - _ 2015.99HANKIN 9 1.I I I MINIMUM Or ABOVE THE CROWN OF THE ADJACENT STREETS OR ROADWAYS. CAD File No. PROVIDED 9,200 92 100 3,444 92 44.3 NA 25 7.5 NA 10 +-24.67 I 1% m S.)PLEASE SEE SITE PLAN AND DETAILS FOR MINIMUM 3'DEEP SODDED SWALE BETWEEN SITE'S - _SITEPLAN W I 14 PROPERTY LINE AND ALL ADJACENT STREETS OR ROADWAYS. EXISTING 9,200 92 100 1,600 92 64.2 NA 25 14.42 NA 9.64 +-24.67 Dote 5 NOVEMBER 23,2015 I. a 1 SLppE LL , 5-W 1 D1 Drawing No. :R LO 0 12 A A3: WALE SCTION Iv Al ARCHITECTURAL SITE PLAN © COPE ARCHffECTS,INC.,2015 A2 O A NOT TO SCALE P�-01 F,Vd'.1'-ID' I ""°"`INNro-°m Cr�f..:rca.� `Q1°' _ of - 1 I 2 I 3 I 4 I 5 I 6 I 7 I 5 I 9 I 10 I 11 I 12 I 13 I 14 1 1 2 I 3 I 14 1 N N - r ____1_ I T j 1 1 - EXISTING o�" - LLOSET j EXISTING GUEST I EXISTI _- ,,_.r — L BEDROOM -1 L I .— K EXISTING I-uvihis--I i_ - _ - 1 r-I EXS-NCi._-- - - w z J r—.__I \ i _-- ===_== z ILI .2 d r .9. a - I in' a o Wn172 O — EXIS�TING I u 0 H DINING I DEMO EXI- •. ENTRY FOYER Yam (5 H M zisaz --- I 1 IN IT - IRETY 172 T - _ O - 1 I — . / Ww-1 E- F aG _ o G i g_d0 . . 0 � EXSTINGStO. / ' ' POWDER C) ,, sT, ., 4. F I_ _ L— f vi;� —-t- — — I �W;91 F 1 =� _ 1) r--------n , _______ __,EXISTING 1ST FLOOR AREA: T m LIVING (NOT UNDER AMR1: .-458 SQ.FT. "I I f 1 NO y GARAGE UNDER AIR) .-SIR SQ.Ff. 0 COVERED AREA(ENTRY FOYER): .-144 SQ,FT, I I LZ QU] E sb. EXISTING 1ST RR.TOTAL AREA: .-1,5t.SIFT, EXISTINGI l I ¢pm E TER W.4}„.1 n EXISTING EXISTINGH.- EXIS114 o e a - 2- CAR I---- — T— ——`—— t1A3TER-— MAST',�R U o - GARAGE _ SEDROOIM BALC q -Y° ,� _ I sTo. I I _ HATIER ING 1.--J CLOSET I - c ====_ __ -- =_= . EXISTING/DEMO FLOOR PLAN(S) 9 EXISTING 2ND FLOOR AREA: c<— =_ -  =_ = "THE HANKIN RESIDENCE" 3 LIVWG IRFI.(UNDER AIR): .-998 5Q.FT. COVERED AREA EXISTING .-5l SC..FT. RW COPE B EXISTING IND RR-TOTAL AREA: 4-S51 SQ.FT. Project No. NASSAU STREET HISTORIC DISTRICT 2015.99HANION B CA0 FIR Na. DUSTING FLOOR PLN DELRAY BEACH, FLORIDA 33483 ONote OVEMBER 23,2015 EXISTING 15T FLOOR PLAN EXISTINCG 2ND FLOOR PLAN Drawing Na SCAM 1µ'.r-II' COPE ARCHITECTS, INC. •GAMVC.r-Ir 1 A 22114 1/2 NE AVENUE A3 . 0 A DELRAY BEACH,FLORIDA 33444-3713 N weU, .1.1 t INTERIOR, }-r Exu s.1 zDE ARID a I © APE ARCHRF_CTS,INC-,201 — - 1 I 2 I 3 I 4 I 5 I 6 I 7 I I 10 I 11 I 12 I 13 I 14 ,��e. � � of h35'_7' ID'-4' 5'-@' 74 ) EW MECHANICAL CO:RIVARD AREA FOR Y-Y 5'-�• • �'-IllI' -• GEISL:G UNITS,POOL EQUIPMENT,LA •RIGATION SYSTEM,NATURAL GAS METER,: 11011 N LT tiu I lama J RiLC4UEtCC1311[ttflL�lICILItEk[i[ttfElPTlYC�31JLiICICULI= eer mg up a: �II Are- , NEWI NEW 17-_s•_=- 1A ''r' A— _ r . 11 o I� W.I.PANTRY STD. l e- . R: .._„ � )• 1 — fi�-DESICsN£DI1 ; _, -7. i -�� GREAT �•� r- - �„ ��' I Niii ` J - - Ili ..-_ II I W Z �FEE Iiiimmaii � lir _ ��/Ifl�I� I I MA E�P L 41.1 Ia✓1 LI_ _.1.__ I) . ,4--, .' ) I I W Il 5111 'N. / II tismitif 'nriii Ar. , W/ M • 11 I RDA i�` '�, -•• Z.. A : r1. may) I l TT a�i l=. I j 1 1 \ f.n_ li , \ I t --, 1... - st- _. . 3 II z wS�i ff• lEt=': I I IIkH"IiI� - -- -1 ■ ■ %fr Q 0 MINI '■ :•OIL('DORMERS AT A• ILWIM/6111 OCI ce W(Aupz O_ /'u`rJ••��D iL OOEM smEs DE EDGEI ,'. I� , II IL Q GREAT I - 1 LANDwG,STE� - ATED ICI ��. , :/ ® IIu Q� O , - - __ _ - z�^< fL 4LU /. . <-1-1 ue.MerAdyr s= I F ■ � v - , . IiIL _ F © = " 1 = NEW I I . 8 OTC e I I!' .�`V ��� I •llNDRY ul / I -•emu �. 0,/ .� ,. g U #I Room _ .Id1Etflli----'.17ti[fL B. - - \ z c o s _ sn / ` H L_ ,�� ARKtij � DN DDDR�4EMw� NAL�FEATURE) �m. II . ... ' I•F ~f-C — MOM III I� fy M70 i �� I =WAS U z=. NEW STEEL RALFRAM, GA�EMER CI NC GENERAAI TOR Q ON STEEL FRAM_•STAND 0 CONCRETE c mm(2! E 2 HOUSENEEPLIG P D,SEE UCTURALS Q.�+W[I EXISTOUP I i WALL LEGEND: ' ., 2 2 CAR icq I /Q W 11♦ NEW O.0 WALLHU O - -WINTERIOR NON-OAD BEARING PAaTRUWI NR I Lr RD I DECK o SYMBOLS LEGEND: Illie m WD,DOW TYPE.SEEsOJEWlE�. :C) WD,DOWPRESURES(Psr; o d c DOOR TYPE,SEE SCHEDULEE.PROPOIR SED ;1ST) FLOOR PLAN DODRP4PSa,R�tP�E, o la 'I I - __ - ► - ► RESIDENCE" PROPOSED ARCHIL. FLOOR PLAN brown E`- CAL>:.Ur T-�• RW COPE B 13 NASSAU STREET HISTORIC DISTRICT CAOroj File No. 2015.95MANKIN B EXISTING 1ST FLOOR AREA: ADDED NEW(1ST) FLOOR AREA: CAD F.le Na. DELRAY BEACH, FLORIDA 3 348 3 GARAGE (NOT UNDER +-OAS SQ.FT. MNGAREA(uNDERAIR;: a+s SQ.ET: NEW HriEFLO PLAN _...� GARAGE(Nor UNDER AIR): +-45B sq.Er. C 5 cvvERED AREN(MASTE4 TER4A�): +-).s sp.Fr. = Date COVERED AREA(ENTRY FOYER): ♦-141 SQ.Fi. LI ADDED FtR.TOTAL AREA: t 1,59.SQ.FL NOVEMBER 23,2015 1Ci'- ' • EY15'TLJG 1ST FIR.TOTAL AREA: .-1.sas SQ.Er. 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UNLESS OTHERWISE SPECIFIED N 100 GARAGE 3'-0" B'-0' 1 3/4' O 20 MINUTE FIRE RATED WD ® --- O O® - - STYLE AS SELECTED BY OWNER A 3'-4'X]'-0' ENTRY •+42' +A'-1' NA OI O I O - --- O O O - IMPACT RESISTANT CUSTOM DESIGNED WOOD(STAIN GRADE MAHOGANY)DOOR W/ 101 POWDER ROOM 2'-0' 8'-0" 1 3/4' O Wp ® - -- O O® STYLE AS SELECTED BY OWNER -ASSEMBLY:SOLID MAHOGONAY WOOD DOOR W/COPPER THRESHOLD COPPER THRESHOLD,CUSTOM OIL RUBBED BRONZE HINGES&HARDWARE,ETC--AS SELECTED BY OWNER (WEATHER GASKETS,TYPICAL) a 102 GUEST BEDRM.a1 3'-0' B'-0' 1 3/4' O WD ® --- O O® -- STYLE AS SELECTED BY OWNER B TRIPLE PR.2'-6"X T-0' DINING ROOM +-15-6" +-9'-1' 7/16'TEMP. © O O - --- O O O - IMPACT RESISTANT ALUMINUM FRENCH DOOR(10 LITE)W/OPERABLE TRANSOMS ABOVE 103 GUEST 113 BATH 1 3/4' O WD ® ---- CD E)E) -- STYLE AS SELECTED BY OWNER C 2'-6'X J'-0' SIDE ENTRY +-2'.B' +-9'-1' J/16'TEMP. © O E) ---- O(E)E)-- IMPACT RESISTANT ALUMINUM FRENCH DOOR(10 LITE)W/OPERABLE TRANSOMS ABOVE 104 GUEST CLOSET PR.3'-0' 8'-0' 1 3/1' O BARN DOOR STYLE/HARDWARE CD (E) -- -- E:)CD E) -- STYLE AS SELECTED BY OWNER D - 2'-6'X]'-0' STORAGE +.2'-B" 4-7'-1' 7/16-TEMP. 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SQ O O ---- ® AL W© IMPACT RESISTANT SINGLE HUNG WINDOW:W/OPFRAR F TRANSOM&GREEN TINTED GLASS L F FIXED NAUTICAL CABANA BATWSTO. +-25' +-25. 7/16-TEMP. O CD E) AL ©---- AL W -- IMPACT RESISTANT FIXED NAUTICAL ROUND WINDOW:WI GREEN TINTED GLASS L K GENERAL NOTES : - K U 1.WINDOW MARL FACTURER:'KOLBE&KOLBE.,ULTRA SERIES,ALUMINUM CLAD WINDOWS&DOORS,IMPACT RESISTANT-AS APPROVED BY OWNER INSTALLATION OF'KOLBE&KOLBE'PRODUCTS,INCLUDING SIZING OF ROUGH OPENING,METHOD OF ATTACHMENT,FASTENER SELECTION, - AND CODE COP PUANCE IS THE SOLE RESPONSIBILITY OF THE OWNER AND GENERAL CONTRACTOR. 2.GENERAL CONTRACTOR TO CONFIRM ALL ROUGH OPENING SIZES WITH MANUFACTURER PRIOR TO COMMENCEMENT OF WORK W U DI z J f VARIES/ 0' Y-4' 5,0' 5'-0' 5,0' 2'4' 2'i' 2'4' W M 5'- / / -/ Ir' 2'4' r��/ / / f / / / / Q W m /2-0'/ (/) �O W ( u ) 110=----- -- y \ myMM®tM \9OPERABLE TRANSOM,TYP. W ~ _..I - \ /H PAINT GRADE POPLAR CASING;OM109 S 4'X 3 1/2' 1l 1/)AS SUPPLIED BY R.A.V.MILLWORK,BOYNTON BEACH-1-80o-336-1994 HI r/ (— GRADES OOD DOOR ANO FRAME Q 1 II OBSURE G1A55 THIS DOOR ONLY6 I Z UI= W Ti / DOOR AS SUP ED BY PALM CITY MILLWORK,INC.•PALM CRY-1-772-2::-7086 11\ (ROGER MATMi N) \ zQH ct-HARDWARE AS ELECTED BY OWNER ® y� p W to _T4 Q WHITEALUMINUM CJ m (nFRAMEW/GREENI Q ..+}2-PIECEPAINT RAGE POPLAR BASE:5951X30 W/CHAMFER TOP EDGE& M61 CAPr- - TINTED GLASS.M. •-i - \AS SUPPLIED 6 RA.V.MILLWORK,BOYHTON BEACH-1-800-336-1999 /4. \' \\,ri � / �— � $T�P OF FINISH FLOOR' ♦ _ \ ! • c \ \ F O Q O O O O I FALSE LOUVER DOOR P PR FALSE LOUVER D••'A. ENTRY DOOR TRIPLE SET FRENCH DOORS SIDE ENTRY DOOR GARAGE DOOR GARAGE DOOR FIXED NAUTICALCi f - i. .r, Milli& ,..,.. ,•Z m F a Ell Mil ME jQ 0 \4\ \ I \�\ \ \®\ \ ®m® \ \ \ =mI a e\ \ =mu W`_LL I~y to 0 4 2"J5 e � NU a p . . - ill ® w i E - $ Y : $ n �1 a @ 81 $ n : Ma. ° i� \ Q.W \_ 4 r ¢ I.m E - LL1ti> S 9 9 S Cl- a' 4 - J W LOP tiF FI TSH FLOOR \ 1�\ : , �\ N. �\ N. b. 'F b. U 0 u - O ' 0 D G 1 INTERIOR DOOR SCHEDULE SINGLE HUNG SINGL I UNG WINDOW WALL W/TRAPAZOID WINDOW WALL WINDOW WALL WI TRAPAZOIID D ROOM BASE FLOOR„° WALLS CEIL. REMARKS _ E i s FINISH NOTES: it, _ A y o _ - A. - 1.2 Coats(orange peel texture)drywall finish w/Tat paint color by Owner n . a n Z; R n 2.level Me(5 maw))drywall finish w/flat paint color by Owner Z C b _ 9 o c n 3.level five(5 coats)drywall finish w/egg shell(low luster)patnL color by Owner LIVING ROOM v r2 N 2 exposed structure above H N C DINING ROOM l 2 exposed structure above �,r'Oj GUEST BEDROOM 3 2 +-10'-0' a0 GUEST CLOSET N r - MAIN BATHROOM0 ill Drawn MASTER BEDROOM 2 2 exposed structure above B MASTER CLOSET :41), 2 exposed structure above Project No. 2L) No. B LINEN CLOSET 2 2 +-10'-0' GAD File Na. r-nw°y 2 2 +-1o'-B• WINDOW SCHEDULE LOWDER ROOM 2 2 +-10'-0" Date PANTRYIII - NOVEMBER 13,2015 Drawing No. CABANA BATH 2 2 +-10,0' GARAGE STORAGE 2 2 +-10'-0- ClA ROOM FINISH SCHEDULE H8 EXTERIOR DOOR AND WINDOW SCHEDULE © COPE ARCHITECTS.INC., 20T5 A11.0A TOM 11571..ena,K. of 4 5 I 6 I 7 1 8 I 9 I 10 I 1 1 I 12 I 13 I 14 I HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT I ■ MEETING DATE: January 6, 2016 ITEM: 53 SE 7th Avenue, Marina Historic District — Certificate of Appropriateness, (Continuation of 2015-239) for new construction and associated site improvements. NE zndt GENERAL DATA: ."._CA �Y :i T way Ownercoi... .. Michael Marco j Agent........................ Roger Cope, Cope Architecture, Inc. ElmI i Location .................. 53 SE 7th Avenue y stst I � Property Size:.............. 50' x 100' - I I >• • w I z Current Zoning:............ RM (Multi-Family Residential). When = developed as a single family residence, - E Atlantic Ave 1. the property is subject to the provisions I ice..: Er ' , J of the R-1-A zoning district. Ili I . 71.11C Adjacent Zoning:.......... I North: RM -.-- . . South: RM/R-1-AA E��y __ • --- u East: RM/CF 1 I West: RM sttsr—_ l 1 a Proposed Land Use• Residential ' !l I Water Service:............ On site i 1 I 1 • Sewer Service:............ On site J.41.li0.1 II St 1n �.. `t W ;HI 1 • i ..: / ' 1 mo' 1 .. I 1 .1 •1 _Iv , , : • - - . , , 1 , , i IAik 4„ ... • _ 11/ NORTH .a 1 T HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Michael Marco Authorized Agent: Cope Architects, Inc., Roger Cope Project Location: 53 SE 7th Avenue, Marina Historic District HPB Meeting Date: January 6, 2015 File: 2015-239 ITEM BEFORE THE BOARD The item before the Board is the consideration of the Certificate of Appropriateness (COA) for the new construction of a single family on the property located at 53 SE 7th Avenue, Marina Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the east side of SE 7th Avenue between East Atlantic Avenue and SE 1st Street in the Marina Historic District. The subject property is a vacant lot, and was previously joined with the property to the south, which has a contributing one story historic structure located on it. The subject property is zoned RM (Multi-Family Residential). When developed as a single family residence, the property is subject to the provisions of the R-1-A zoning district. The proposed new construction on the north parcel will be identified as 53 SE 7th Avenue. The subject lot measures 50'x 100'. The current request is for the approval of the COA request continued with conditions from October 7, 2015 HPB meeting. The two variance requests were approved at that meeting which were for the 20' front yard setback, and swimming pool located in front yard at 10' from front property line and 5' from side interior (south)property line. The new construction for the two story single-family vernacular style residence consisting of 2,824 square feet under air, plus a 462 square foot attached garage and several covered areas measuring 3,764 total square feet. The noted conditions of approval were addressed by the architect in his letter of October 6, 2015 and attached emails as follows: The conditions are addressed in bold; 1. That the overall garage height of 17'-0"feet (facing SE 7th Avenue) be reduced in keeping with the height and scale of the adjacent one-story historic ranch style residence and other historic structures in the district; Complied-see architectural sheet A6.0, Garage is 16' high, (grade to peak), and 5:12 roof slope. 2. That the front, side and interior property setbacks are dimensioned on the site plan and revised swimming pool setbacks are noted on the plans; Complied-see architectural sheet A6.0 calling out cementious siding 3. That the simulated stucco lap siding be revised to wood siding or hardie plank siding;Complied-see architectural sheet A6.0 calling out cementious lap siding. 4. That the front garage elevation be revised to be recessed from the front plane of the residence; Not complied with per Architects statement in October 6, 2015 formal responses. 5. That the width of the garage is reduced; Not complied with, see architectural sheet A6.0, garage was 22' wide and still is 22' wide. 53 SE 7t Avenue,2015-239 HPB Meeting January 6,2015 Page 2 of 7 6. That the roof slope be reduced, and/or the type of roof revised in order to provide less roof mass; Complied-see architectural sheets A5.0, A6.0 roof pitch changed from 6:12 to 5:12 in certain locations 7. That the building scale be revised in order to provide less mass; Complied with at front façade -see architectural sheets A5.0, A6.0 8. That the all the related drawings to this project are revised to reflect the address as 53 SE 7th Avenue, per the approved City change of address form dated 9/14/2015; Complied. 9. That a window and door schedules are provided for staff review; Not complied with-Window and Door schedule sheet A7.0 needs to be filled in for each exterior door and window type and location, all windows and doors applicable to project shall be shown; current details reflect another project 10.That all window muntins be dimensional in profile; Complied-call out dimensional window muntins on door and window schedule 11.That the window glass is clear, not mirrored, reflective or opaque; Complied—see architectural sheet A7.0 notating "Low-E glass". 12.That the elevations be revised to reduce the number of varying window and door types and sizes; Complied-see attached email from December 11, 2015 13.That the fencing, gates, materials, heights and locations be identified on the site plans; Compled-see architectural sheet A2.0, A2.1-fence types and heights indicated meet LDR's. 14.That the shutter design and materials be identified on the architectural drawings; Complied- see architectural sheet A5.0 and A6.0 indicating aluminum colonial Style shutters with shutter dogs. 15. That the architect meets the Building Height Plane and the "no build zone" requirement and revising the plans accordingly; Not Complied, (BHP or incentive )see Architectural sheets A5.0 and A6.0 16. That the architectural drawings be revised to indicate that the sight visibility triangles and the front yard setbacks are measured from the 5' Ultimate Right of Way dedication along SE 7th Avenue. Complied-see architectural sheet A2.0 17. That the first floor covered porch extending past the rear be elevated completely on the drawings; Needs clarification 18. That the swimming pool must be shifted over 4' or reduced in size to meet the 5' side interior (south) setback requirement for drainage; Complied- see architectural sheet A2.0- swimming pool located in front yard at 10' from front property line and 5' from side interior(south)property line. 19. That the chimney be redesigned to comply with the sideyard setback or that a variance application be submitted. Compied, see architectural sheet A2.0- chimney moved within the building envelope. The subject COA is now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the RM zoning district shall be developed according to the requirements for single family R-1-A as noted in the chart below. 53 SE 7"'Avenue,2015-239 HPB Meeting January 6,2015 Page 3 of 7 Requirement Provided Lot Depth 100' 95'* Lot Size 7,500 sq ft 4, 750 sq ft* Open Space (Minimum, Non-Vehicular) 25% 35.3% Setbacks: side interior(south) 7.5' 7.5' rear(east) 10' 10' front(west) 25' 20'** side interior(north) 7.5' 7.5' * the non-conforming depth and lot size is due to the required dedication of 5'along NE 7th Avenue ** A variance has been requested and approved by the HPB on October 7,2015 STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements. It should be noted that compliance with these Standards is not to be construed to mean that the proposal is compatible and appropriate, as these regulations are applicable to properties throughout the City, whether within or outside of a historic district. LDR Section 4.6.15 LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas: Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10') to any property line. STAFF COMMENT: The site plan A2.0 indicates that the swimming pool is located in front yard at 10' from front property line and 5' from side interior (south) property line, per the approved variance. Staff can make positive findings of the pool located in the front yard and side yard, therefore positive findings can be made. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. LDR Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. (E)(2)(b)(1), Major and Minor Development: The subject application is considered "Major Development", as it is new construction in a historic district. 4.5.1 (E) (3) (a) 1. c. c. Fences and walls over four feet (4') shall not be allowed in front or side street setbacks 53 SE 7`"Avenue,2015-239 HPB Meeting January 6,2015 Page 5 of 7 (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g), Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i) Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j) Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development. (k) Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites within a historic district for all development with regard to its directional character, whether vertical or horizontal. (I) Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. (E)(9)(a)Visual Compatibility Incentives, Open Air Spaces, in order to provide design flexibility for residential structures, as defined by LDR Section 4.5.1(E)(2)(a), that otherwise satisfy the Visual Compatibility Standards outlined in Section 4.5.1(E)(8), incentives for development shall include the following: the ratio of the Building Height Plane (BHP) can increase from two to one (2:1) to two to one and a half (2:1.5) for open air spaces limited to: first or second floor front porches (separation must be provided between floors), first or second floor side porches (separation must be provided between floors), balconies, and overlooks with open railings. STAFF COMMENT: Historic neighborhoods have a pedestrian orientation which is emphasized by the use of front porches, uniform setbacks and clearly visible facades. Inserting a new building into a historic neighborhood takes careful planning so the new construction can respect the architectural integrity of the district. The proposed new construction strives to meet the intent of the criteria noted above, as certain aspects of the proposal meet their intent; however, there are elements that are significant enough to mention that they do not meet the intent The following recommendations for the project are stated below; 53 SE 7th Avenue,2015-239 HPB Meeting January 6,2015 Page 4 of 7 e. Decorative landscape features, including but not limited to, arbors, pergolas, and trellises shall not exceed a height of eight feet(8') within the front or side street setbacks. STAFF COMMENT: Two gated entries at the front plane of the residence will lead to the fenced backyard. The walls at the gated entries are to be a 6' high red brick privacy wall with soldier course cap identified on drawing sheet A2.0. A 4' high stucco privacy wall is proposed around the swimming pool which will intersect with a 4' high picket fence at the front of the property. Fences, gates and wall meet requirements height and location requirements , therefore positive findings can be made. 4.5.1 (E) (3) (a)(1)(c)(2)[Garages and Carports]: a. Garages and carports are encouraged to be oriented so that they may be accessed from the side or rear and out of view from a public right of way. b. The orientation of garages and carports shall be consistent with the historic development pattern of structures of a similar architectural style within the district. (E)(5) Standards and Guidelines A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Those applicable Standards are noted below: 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. (Standard#9) 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. (Standard#10) (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4.5.1. (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 in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c), Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. • 53 SE 7th Avenue,2015-239 HPB Meeting January 6,2015 Page 6 of 7 1. Scale of a Building: The mass of the new two story construction is not visually compatible with the historic architecture in the neighborhood or to the adjacent historic structure. The physical size (height and width), scale, mass and volume of new construction should be compatible with the surrounding buildings in the historic district. The entire structure is monumental, and new construction should follow the lines of the historic streetscapes. Visual consistently at the street level has not been met, due to height, mass and scale of the proposed structure. The revision to the front façade is improved from the original plans, however, the scale and mass of the side and rear elevations are still not visually compatablie with the historic architecture in the neighborhood. A revision is recommended to further reduce the scale and mass of the residence. 2. Height of a Building: The height of the proposed residence is slightly under the 35' requirement (32'-4" grade to peak), however, visual compatibility in relation to the height of existing structures in a historic district have not been met. Additionally, the new construction overwhelms the historic residence adjacent to it. The adjacent historic one story structure to the south is approximately 17- 8" high. The corner property south of 55 SE 7th Avenue is also a one story residence. The condominium buildings to the north are two stories high, and they are approximately 21' high. The structures on the entire east side of the 53 SE 7th Avenue block do not exceed 21' in height. Directly across from the 53 SE 7th Ave property there are new townhomes that are three stories high. The townhouses are stepped back at the third level which gives relief front the frontal verticality and height of the structure. All of the townhomes have frontal pedestrian orientations which incorporate clearly visible facades and uniform setbacks (photographs attached from previous report). A revision is recommended to further reduce the overall height of the residence. 3. Visual Compatibility Incentives4.5.1(E)(9)(a), Open Air Spaces and 4.5.1(E)(8)(a)(1)(a), the proposed residence does not meet the Building Height Plane requirement or the visual compatability open air incentives.as the residence encroaches in the "no build zone" therefore requiring further revision. See sheet A5.0 and A6.0 (see illustration of BHP on attached elevation). A revision is recommended to meet the BHP or the Visual Compatibility Incentives, Open Air Spaces. 4. Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. The proposed garage is covered in a red brick veneer which is not a predominant material for garages in the Marina historic district. A revision is recommended to find an alternate material to brick veneer for the garage elevation. 5. Door and Window Schedule, Shutters- A revision is recommended to provide a complete and accurate door and window schedule depicting the items proposed for this project and that the proposed shutters be designed so they measure the full height and one-half the width of the window frames. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-239) for 53 SE 7th Avenue, Marina Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in Section 2.4.6(H)(5), and Section 2.4.7(A)(6), of the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. 53 SE 7th Avenue,2015-239 • HPB Meeting January 6,2015 Page 7 of 7 C. Move denial of the Certificate of Appropriateness (2015-239) for 55 SE 7th Avenue, Marina Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in Section 2.4.6(H)(5), and Section 2.4.7(A)(6) of the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Board Discretion Attachments; Photographs Architectural Drawings, original elevation and new plans Site Plan Survey BHP LDR Section Staff report from October 7, 2015 Report Prepared by: Lynn Van Duyne, Historic Preservation Planner October 06, 2015 City of Delray Beach Planning and Zoning Department 100 NE 1st Avenue Delray Beach,Florida 33444 Attn.: Lynn Van Duyne,HPB=Senior Planner Re: COA(2015-239) 53 SE 7th Avenue National Marina Historic District Lynn: As the Architect of Record for the above referenced Project please accept my formal responses ADDRESSING all Conditions of Approval as dictated by Staff -a partial copy of the Staff Report of which is hereby attached for your convenience. • COA&SITE PLAN Condition#1: That the overall Garage height of 17'-0"feet(facing SE 7th Avenue)be reduced in keeping with the height and scale of the adjacent one-story historic ranch style residence and other structures in the district. Response: I agree 100%. Please see attached, a revised copy of Sheet A6.0(Exterior Elevations)whereby I offer to decrease the overall height of the Garage by approx. 1'by decreasing the overall width of the Garage by 1'AND changing it's roof slope from 6:12 to 5:12 which will now replicate the existing roof slope of the adjacent historic cottage to the south. Reduction in the plan width is key as it also reduces the Garage's MASSING as well and now more closely resembles the width of that associated element of the adjacent historic Cottage (Guest Bedroom). The proposed reduction in the roof slope will be carried over onto ALL roofs thereby reducing the MASSING of the entire Project. Condition#2: That the front,side and interior property setbacks are dimensioned on the Site Plan and revised swimming pool setbacks are noted on the plans. Response: I agree 100%. Please see attached, a revised copy of SheetA2.0(Site Plan)showing all as requested. Condition#3: That the simulated stucco lap siding be revised to wood siding or"Hardi-plank"siding. Response: I agree 100%. Please see attached, a revised copy of SheetA6.0(Exterior Elevations)whereby I have changed all siding to a `Nardi plank"type or cementitious man-made product in lieu of simulated stucco. Condition#4: That the front garage elevation be recessed from the front plane of the residence. Response: Please know this is the ONLY condition I respectfully disagree with as I have studied various versions of recessed garage options and it compromises the "usability"of the entire 13t floor to • the point of causing the residence to morph into a three(3)story solution (to make up for the loss of space at the.1st floor)as opposed to a 2-story solution and neither my Client nor I want to introduce a 3ra story into this design. I am asking, based upon all of the other design revisions being offered, i.e. reduced overall width, reduced overall height, reduced overall massing and reduced roof slope—that I be allowed to proceed with the garage proud of the main entry plane of the overall residence. Condition#5: That the width of the garage be reduced. Cope Architects,Inc. 114 1/2 NE 1ST Ave. Delray Beach,Florida 33444 Cell 561789- 3791 • • Response: I agree 100%. Please see response#1 above. Condition#6: That the roof slope be reduced,and/or the type of roof revised in order to provide less roof mass. Response: I agree 100%. Please see response#1 above. I have designed a `Boston Hip"style roof system to compliment the adjacent historic cottage to the south as it is comprised of both "hips"and "gables"which is precisely what a `Boston Hip"roof is comprised of It's a hybrid using both features and is a CLASSIC style roof system. Condition#7: That the building scale be revised in order to provide less roof mass. Response: I agree 100%. Please see response#1 above. Condition#8: That all of the related drawings for this Project are revised to reflect the address as 53 SE 7th Avenue,per the approved City change of address form dated 09/14/2015. Response: I agree 100%. Please see address change reflected in those revised sheets hereby attached. Condition#9: That a Window and Door Schedule are provided for Staff review. Response: Agree 100%. Please know we are proposing to use SIW aluminum, impact resistant exterior CASEMENT windows and outswing doors with fully dimensional "muntin's(not flat stock/2- dimensional)and with energy efficient, low E glass in a light solar gray tint. Please see attached NOA (product approval). I will also bring a live sample of the product to the HPB meeting to show Staff and the Board members. We are proposing CASEMENT to set the new residence slightly apart from the adjacent historic cottage's use of SINGLE HUNG. Condition#10: That all window muntins be dimensional in profile. Response: I agree 100%. Please see response#9 above. Condition#11: That the window glass is clear,not mirrored,reflective or opaque. Response: I agree almost 100%. We shall NOT use mirrored, reflective nor opaque glass, however, the Florida Energy Codes dictate thet we use as efficient a glass as possible and often times "clear"glass does not meet those requirements. I propose to use the "lightest"tinted glass available while still satisfying the Florida Energy codes! The Energy Code dictates my choice of glass. Condition#12: That the elevations be revised to reduce the number of varying window and door types and sizes. Response: I agree 100%. Should Staff agree, and with the Board's consent,I propose to eliminate the elliptical shaped windows on the main Entry façade in lieu of a traditional circular or nautical style window—which I already make use of on other elevations! Condition#13: That the fencing,gates,materials and heights be identified on the site plan(s). Response: I agree 100%. Please see revised Sheet A2.0(Site Plan)—hereby attached. Condition#14: That the shutter design and materials be identified on the architectural drawings. Response: I agree 100%. The shutters shall be of a "Colonial"style and shall be made of aluminum—factory pre-painted(color as submitted). They shall include "shutter dog"hardware as well. Please see a manufacture's cut sheet, hereby attached, for the proposed "shutter dogs". Condition#15: That the Architect meets the Building Height Plane(BHP)and the"no build zone" requirement and revise the plans accordingly. Response: I agree 100%. I prove I have met the intent of the code via the LDR formula's put in place to create "Visual Compatibility"as evidenced by my graphic representation shown on SheetA5.0. LDR Section 4.5.1(E)(8)(a)1 (a copy of which is hereby attached). That Section establishes the formula Cope Architects,Inc. 114 1/2 NE 1ST Ave. Delray Beach,Florida 33444 Cell 561 789- 3791 for establishing the BHP. It would like to also, respectfully, reference LDR Section 4.5.1(E)(9)(a)and(b) which is an extended Section dealing with Visual Compatibility `INCENTIVES". Section (a)addresses an increase in the BHP angle and Section (b)allows up to 25%of the front elevation to extend above the BHP provided 25%or more of the front elevation remains one (1)story as defined by LDR Section 4.5.1(E)(8)(a)(2). The total width of the extension shall not exceed 18'along the front elevation. I contend that I have met the criteria of LDR Section 4.5.1(E)(9)(b)as my single story Garage at the extreme front elevation is approx. 21'wide or+-60%of the overall front façade (whereby a min.. of 25% is required)and it's `projection"in front of the residence's main façade is only+-10'(less then the 18' allowed). I then contend that less than 25%of my front elevation extends above the Building Height Plane (approx. 21%)and is certainly less then the 35'maximum allowed. I,defend my design as presented and suggest that it does indeed meet the intent of the BHP requirements. Condition#16: That the architectural drawings be revised to indicate that the sight visibility triangles and the front yard setbacks are measured from the 5'Ultimate Right of way dedication along SE 7th Avenue. Response: I agree 100%. Please see attached revised Sheet A2.0(Site Plan). Condition#17: That the 15L floor porch extending past the rear be elevated completely on the drawings. Response: I agree 100%. Please see attached revised Sheet A7.0(Exterior Elevations). Condition#18: That the swimming pool must be shifted over 4'or reduced in size to meet the 5' side interior(south)setback requirement for drainage. Response: I agree 100%. Please see attached revised Sheet A2.0(Site Plan). Condition#19: That the chimney be redesigned to comply with the sideyard setback or that a variance application be submitted. Response: I agree 100%. I shall redesign the base of the chimney in such a fashion as to cantilever it off of the structural foundation system and therefore it shall NOT reach the finished grade and impede upon the side yard building setback. I have successfully designed several chimneys in the past, approved by Delray s Building Dept. that represent this technique of being cantilevered Please see revised Sheet A6.0(Exterior Elevations)illustrating this concept! Mrs.Van Dyne,in summary—this should successfully address all of Staff's conditions of approval;we contend that we have satisfied all inquires and achieved general support from Staff. Our team is anxious to obtain"COA Approval"and proceed to the building department for issuance of our permits and, ultimately-we are all looking forward to breaking ground very,very soon. Your expeditious review,approval,processing and continued support of our Project is most appreciated. Thanks in advance. Sincerely: Roger Cope, Architect Cc Michael&Nina Marco,Clients Cope Architects,Inc. 114 1/2 NE 1ST Ave. Delray Beach,Florida 33444 Cell 561 789- 3791 Gary Miller,GLM General Contracting and Remodeling,Inc Scott Pape,Senior Plans Reviewer,City of Delray Beach Cope Architects,Inc. 114 1/2 NE 1ST Ave. Delray Beach,Florida 33/111 Cell 561 789- 3791 Van Duyne, Lynn mom: Van Duyne, Lynn lnt: Friday, December 11,2015 10:41 AM To: Van Duyne, Lynn Subject: FW: 53 SE 7th Avenue:COA 2015-239 Resubmittal Attachments: citylynn(53SE7th)10062015.doc From: Roger Cope [mailto:cooearchitectsinct gmaii.com] Sent:Thursday, December 10, 2015 2:41 PM To: Van Duyne, Lynn Subject: Re: 53 SE 7th Avenue: COA 2015-239 Resubmittal Lynn: I addressed the varying window condition(originally#12) in my letter dated October 06th-a copy hereby attached. I revised all elevations to eliminate that elliptical unit. If you require it in any other format or a NEW letter specifically addressing that lone item please say so and I shall provide one. Otherwise, I think the use of windows as presented is uniform yet varied enough to create aesethetic interest and all while staying true to this style of Architectural design. Thanks in advance. RC i SECTION 4.5.1 (E) (8) (a) (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 in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: [Amd. Ord. 38- 07 2/5/08] L 1 Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. [Amd. Ord. 38-07 2/5/08] a. The building height plane line is extended at an inclined angle from the intersection of the front yard property line and the average grade of the adjacent street along the lot frontage. The inclined angle shall be established at a two to one (2:1) ratio. See illustration below. [Amd. Ord. 38-07 2/5/08] j: r `4e/ may. 1421.> i..t ti•., .AT .F,nr:o .. •b. A structure relocated to a historic district or to an individually designated historic site shall be exempt from this requirement. [Amd. Ord. 38-07 2/5/08] 2. First Floor Maximum Height: Single-story or first floor limits shall be established by: [Amd. Ord. 01-12 8/21/12]; [Amd. Ord. 38-07 2/5/08] a. Height from finished floor elevation to top of beam (tie or bond) shall not exceed fourteen feet(14'). [Amd. Ord. 38-07 2/5/08] b. Mean Roof Height shall not exceed eighteen feet (18'). [Amd. Ord. 38-07 2/5/08] 4.5 -10 SECTION 4.5.1 (E) (8) (m) 3. 3. Characteristic features of the original building shall not be destroyed or obscured. [Amd. Ord. 38-07 2/5/08] 4. Additions shall be designed and constructed so that the basic form and character of the historic building will remain intact if the addition is ever removed. [Amd. Ord. 38-07 2/5/08] 5. Additions shall not introduce a new architectural style, mimic too closely the style of the existing building nor replicate the original design, but shall be coherent in design with the existing building. [Amd. Ord. 38-07 2/5/08] 6. .Additions shall be secondary and subordinate to the main mass of the historic building and shall not overwhelm the original building. [Amd. Ord. 38-07 2/5/08] resid (9) Visual Compatibility Incentives. In order to provide design flexibility for enti'alstructures, as defined by LDR Section 4.5.1(E)(2)(a), that otherwise satisfy the Visual Compatibility Standards outlined in Section 4.5.1(E)(8), incentives for development shall include the following: [Amd. Ord. 38-07 2/5/08] (a) Open Air Spaces: The ratio of the Building Height Plane (BHP) can increase from two to one (2:1) to two to one and a half (2:1.5) for open air • dp, spaces limited to: first or second floor front porches (separation must be provided between floors), first or second floor side porches (separation -must be provided between floors), balconies, and overlooks with open Tailings (see illustration below); and [Amd. Ord. 38-07 2/5/08] • q' y kti=:Yet:IT ;3sEORXHI51:i3E}EL VA !O • • 4.5 -• 15 ram'. • .. . . . �u �N . .T ,,,, ',( i1.11. 4, ',u.. . . . 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".;;;.' •i:::::::::::.:,:':::"'Y , • • ;:••••••‘•,..::::•:•::•.:. . .,• . :•::k•-1.0(„••::.:•,,•::i.- • . .. ii:..i::;...i- •• • • • • . _ • • . - • • • — HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Michael Marco Authorized Agent: Cope Architects, Inc., Roger Cope Project Location: 53 SE 7th Avenue, Marina Historic District HPB Meeting Date: i October 7,2015 File: 2015-239 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) and two variance requests associated with the new construction of a single family on the property located at 53 SE 7th Avenue, Marina Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). • BACKGROUND & PROJECT DESCRIPTION The subject property is located on the east side of SE 7th Avenue between East Atlantic Avenue and SE 1st Street in the Marina Historic District. The subject property is a vacant lot, and was previously joined with the property to the south, which has a contributing one story historic structure located on it. The subject property is zoned RM (Multi-Family Residential). When - developed as a single family residence, the property is subject to the provisions of the R-1-A • zoning district The proposed new construction on the north parcel will be identified as 53 SE 7th Avenue. The subject lot measures 50'x 100'. The current request is for the construction of a two story single-family vernacular style residence consisting of 2,824 square feet under air, plus a 462 square foot attached garage for a total of 3,286 square feet The front(west) elevation is a two-story residence with an attached one story garage with vehicular access via a double, rectangular driveway from SE 7th Avenue. The two individual garage doors are impact resistant; clad with stained cypress veneer. The garage projects 10' forward of the main entry which is recessed and accessed by a small front porch. The roof massing is made up of multiple gable and Boston hip roof configurations with various heights ranging from 17'-0" high at the garage to 32'-0" at the second floor(grade to peak measurement). The proposed roof material is aluminum standing seam metal. The proposed finish for the body of the house is simulated stucco lap siding painted Platinum Gray, Super White for the wood columns, Charcoal Slate shutters and a muted-red front door. The shutter design and material have not been identified. The windows are white, aluminum, impact-rated, and consist of three different pattern arrangements with various styles as notated on the building elevations which include single hung windows with no muntin patterns, and round and elliptical nautical windows. Single and double glass French doors are located on the south and rear elevations. A window and door schedule has not been provided. 53 SE 7th Avenue,2015-239 HIS Meeting October 7,2015 Page 2 of 11 Site improvements include a swimming pool (10' x.12'-8") located in front of the residence within the front yard, surrounded by a 4' high stucco privacy wall. Two gated entries at the front plane of the residence lead to the fenced backyard. The walls at the gated entries are to be a 6' high red brick privacy wall with a soldier course cap. All new landscaping and irrigation will be provided throughout the property. The proposed fencing, gates, materials, height and locations are not clearly delineated on the plans. A 5' right of way dedication has been requested which reduces the property depth from 100' to 95'. Given the reduced property depth and creation of a non-conforming depth for the property, two variances for the 3,286 square foot residence have been requested as follows: • LDR Section 4.3.4(K), Development Standards: The required front setback for properties subject to R-1-A developments standards is 25'; whereas a front setback of 20' is requested. • LDR Section 4.6.15(G) (1),Swimming Pools: Swimming Pools are not permitted within the front yard setback (25') whereas 10' is proposed, and swimming pools are not permitted within 10' of the side property line, whereas 1' is requested on the south property line. The subject COA and its associated variances are now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the RM zoning district shall be developed according to the requirements for single family R-1-A as noted in the chart below. Requirement Provided Lot Depth — 100' 95'* Lot Size 7,500 sq ft 4, 750 sq ft* Open Space (Minimum, Non-Vehicular") 25% 35.3% Setbacks: side interior(south) 7.5' 5' *** rear(east) 10' 10' front(west) 25' 20'** side interior(north) 7.5' 7.5' * the non-conforming depth and lot size is due to the required dedication of 5'along NE 7`h Avenue ** A variance has been requested *** Chimney is proposed at 5'within setback,and this is addressed below. STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements with the exception of the front setback. A variance to reduce the front setback from 25' to 20' has been requested and is analyzed further in this report. The chimney is located within the sideyard setback. A condition of approval is attached that the chimney is redesigned to comply with the sideyard set back or that a variance application be submitted. It should be noted that compliance with these Standards is not to be construed to mean that the proposal is compatible and appropriate, as these regulations are applicable to properties throughout the City, whether within or outside of a historic district. 53 SE 7th Avenue,2015-239 HPB Meeting October 7,2015 Page 3 of 11 LDR Section 4.6.15 LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas: Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10') to any property line. STAFF COMMENT: The site plan indicates that the proposed swimming pool is located 10' from the front (west) property line and 1' from side yard interior (south) property line, however the dimensions need to be added to the drawings. The applicant has submitted a variance request from the front setback and side setback requirements, and they are discussed in the Variance 2 analysis section of this staff report. Staff can make positive findings of the pool located in the front yard only. Article 5.3, Dedication and Impact Requirements Section 5.3.1, Streets(Rights-of-Way) (D)(1), Right-of-Way Dimensions, right-of-way shall be provided for Principal Arterials and Minor Arterials as shown for ultimate right-of-way width in Table T-1 of the Transportation Element of the Comprehensive Plan. (D)(2), Right-of-Way Dimensions, the following right-of-way width is required for the category of other streets as identified, except as otherwise provided in the Table T-1 of the Transportation Element: STREET TYPE WIDTH Local Residential Street (SE 1st Street&SE 1st Avenue) • Without Curb and Gutter 60' • With Curb and Gutter 50' STAFF COMMENT: At its meeting of August 25, 201l,.the.DSMG_reviewed.lhe existing right of way in accordance with the subject=LDR Section'and the Comprehensive Plan and determined that a 5' right of way dedication would be required.The review in 2011 was required for a COA submitted at that time by a previous property owner. The approval for additions and alterations to the historic structure expired and did note-*-t ( c The current_property_owner_requested that the DSMG reconsider the required 5' dedication as it reduces the property depth from 100' to 95', thereby creating a non-conformity. The-minimum lot depth-is 100' for properties developed in accordance with the DevelopmenfStandards of the R-1-A zoning district. At its meeting of October 9, 2014, the DSMG reviewed the existing-right of way and again determined_that.the 5' dedication-would be required "for purposes of parking and planned area circulation" along-SE 7th Avenue. Noting the creation of-the_non-conformity, DSMG also indicated that support would be granted for a variance to reduce the front-setback up to 5'. The aforenoted dedications have been indicated-on the plans and the development has been proposed accordingly. The acceptance of the subject. dedications will be required prior fa_issuance ''of a building permit for the subject development. 53 SE 7th Avenue,2015-239 HPB Meeting October 7,2015 Page 4 of 11 DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the interior's Standards for Rehabilitation. LDR Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. (E)(2)(b)(1), Major and Minor Development: The subject application is considered "Major Development", as it is new construction in a historic district. 4.5.1 (E) (3) (a) 1. c. c. Fences and walls over four feet(4') shall not be allowed in front or side street setbacks e. Decorative landscape features, including but not limited to, arbors, pergolas, and trellises shall not exceed a height of eight feet(8')within the front or side street setbacks. STAFF COMMENT: Two gated entries at the front plane of the residence will lead to the fenced backyard. The walls at the gated entries are to be a 6' high red brick privacy wall with soldier course cap identified on drawing sheet A-5, however these walls are noted as 4' high on the site plan A-2. A 4' high stucco privacy wall is proposed around the swimming pool which will intersect with a 4' high picket fence at the front of the property. Once-the above fencing, gates, materials, heights and locations-are. .. identified on the site plans and detailed on the elevations, staff can make findings, and a revision to : that effect has been added as a recommended condition of approval (E)(3)(b)1., Buildings, Structures, Appurtenances and Parking; Parking: Parking areas shall strive to contribute to the historic nature of the properties/districts in which they are located by use of creative design and landscape elements to buffer parking areas from adjacent historic structures.At a minimum, the following criteria shall be considered: a. Locate parking adjacent to the building or in the rear. b. Screen parking that can be viewed from a public right-of-way with fencing, landscaping, or a combination of the two. c. Utilize existing alleys to provide vehicular access to sites. d. Construct new curb cuts and street side driveways only in areas where they are appropriate or existed historically. e. Use appropriate materials for driveways. f. Driveway type and design should convey the historic character of the district and the property. • 4.5.1 (E) (3) (a)(1)(c)(2)[Garages-and Carports]:__- a.,Garages and carports are encouraged to be oriented-So that they may be accessed from the side or rear and out of view from a public right of way. 53 SE 7thAvenue,2015-239 HPB Meeting October 7,2015 Page 5 of 11 b. The orientation of garages and carports shall be consistent with the historic development pattern of structures of a similar architectural style within the district. STAFF COMMENT: The garage appears to be the prominent feature of the house, as that it projects forward of the ;front entry porch by 10', in addition to its large scale which is more than %Z the width of the front elevation„which is not consistent with historic development patterns within the district (See Front Facade`proportions under E(5) Standards and Guidelines in this:report). The parking is not located in the rear or side of the property due to the scale and design of the proposed new residence. The proposal includes a two-car garage in front of the two-story residence. Two parking spaces can be located in the garage. While there is not an alley at:the rear of the'property to provide an alternative orientation for the garage, the regulations also slate that garages are encouraged to be oriented so that they are side loading or rear loading on the property and out of view from a public right of way. On smaller lots, the side orientation is typically difficult to . achieve; therefore, the Board has accepted garages which are setback from the predominant portion of the front facade. The garage structures in the early 20th century were mainly free-standing buildings, and usually constructed in the same or similar architectural style as the primary structures. Most common of the early garage door styles were wood double leaf doors that swung out on hinges. In time, the garage has expanded as the size of the automobiles grew. Many of the garages in historic Delray Beach are located at the rear corners of the lots. Some are accessed from the streets down a long driveway, and others have a rear alley access.EA new garage.should be compatible with the style, materials and design features of the historic neighborhood where it is located. The garage should be the least prominent feature of the residence and its visual impact should-be-minimized in a historic neighborhood. Therefore, the garage should be recessed from the front- plane of the residence. As previously stated, the proposed garage is 10' forward of the primary front elevation. The architectural design should strive to achieve a balance between an appropriate setback for a subordinate garage with the front facade in a historic neighborhood. This measurement is not necessarily relevant to the required setback line; rather, it should be taken from the primary front facade and recessed from that frontal architectural plane. Therefore, a revision is strongly suggested for the garage to be to be setback from the front wall plane of the residence. Positive findings cannot be made and a revision has been added as a recommended condition of: :approval. (E)(5) Standards and Guidelines A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Those applicable Standards are noted below: • 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. (Standard#9) 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. (Standard#10) 53 SE 7`h Avenue,2015-239 HPB Meeting October 7,2015 Page 6 of 11• (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4.5.1. (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 in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c), Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g), Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually. compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i) Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j) Scale of a Building: The size of a building and the building mass'in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development (k) Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites within a historic district for all development with regard to its directional character, whether vertical or horizontal. (I) Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. 53 SE 7"'Avenue,2015-239 HPB Meeting October 7,2015 Page 7 of 11 (E)(9)(a)Visual Compatibility Incentives, Open Air Spaces, in order to provide design flexibility for residential structures, as defined by LDR Section 4.5.1(E)(2)(a), that otherwise satisfy the Visual Compatibility Standards outlined in Section 4.5.1(E)(8), incentives for development shall include the following: the ratio of the Building Height Plane (BHP) can increase from two to one (2:1) to two to one and a half (2:1.5) for open air spaces limited to: first or second floor front porches (separation must be provided between floors), first or second floor side porches (separation must be provided between floors), balconies, and overlooks with open railings. STAFF COMMENT: Historic neighborhoods have a pedestrian orientation which is emphasized by the use of front 'porches-uniform=setbacks and clearly visible facades. Inserting`a new building into a historic neighborhood takes careful planning so the new construction can respect the architectural integrity - oftheed'strict:: : The proposed new construction strives to meet the intent of the criteria noted above, as certain aspects,of the.proposal meet their intent; however, there are elements that are significant_enough • to mention that they do not meet the intent. For example, the overall scale of the structure is-not visually -compatible with the historic architecture in the neighborhood, the introduction of inappropriate materials to the structure such as simulated stucco siding, the subordinate entry porch connected ta the_-fo rward plane of the prominent facing garage, and the variety-of window sizes and patterns. The following findings were made that will require revisions as stated below: Scale of a Building: The mass of the new two story construction is not visually compatible with the historic architecture in the neighborhood onto the adjacent historic structure. The physical size (height and width), scale, mass and volume of new construction should be compatible with the surrounding buildings in the historic district The entire structure is monumental, and new construction should follow the lines of the historic streetscapes. Visual consistently at the street level has not been met, due to height mass and scale of the proposed structure. A revision is recommended to reduce the scale and mass of the residence. Height of a Building: The height of the proposed residence is slightly under the 35' requirement, however visual compatibility in relation to the height of existing structures in a historic district have not been met. Additionally, the new construction overwhelms the historic residence adjacent to it. The adjacent historic one story structure to the south is approximately 17-8" high. The corner property south of 55 SE 7`h avenue is also a one story residence. The condominium buildings to the north are two stories high, and they are approximately 21' high. The structures on the entire east side of the 53 SE 7th Avenue block do not exceed 21' in height. Directly across from the 53 SE 7`h Ave property there are new town homes that are three stories high. The town houses are stepped back at the third level which gives relief front the frontal verticality and height of the structure. All of the townhomes have frontal pedestrian orientations which incorporate clearly .visible facades and uniform setbacks. Pursuant to Section 4.5.1(E)(8)(a)(1)(a), the proposed residence does not meet the Building Height Plane requirement as the residence encroaches in the "no build zone"therefore requiring a significant revision. Front Facade Proportion: The front facade of each building or :structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. The historic-development patterns of structures of a similar architectural style within the district have not been met The front facade when viewed from the street the front façade is-.not in direct 53 SE 7th Avenue,2015-239 HP-8 Meeting October 7,2015 Page 8 of 11 • relationship to_the width and-height of the existing historic residence or the historic streetscape, the garage'is=the prominent A=revision is recommended to recess the front garage elevation _from-the-front plane of the residence. Rhythm of Entrance and/or Porch Projections: The front facade proportion of the garage is greater_than that of other historic structures, which are characteristically of a smaller scaler The garage.height is of major concern because it does not meet the visual compatibility standards of Height,-and Rhythm of Buildings on Streets, and Scale of Buildings, and in relation to the scale of the historic one story residence to the south. Therefore, a revision is strongly suggested for a reduction in the height of the garage (17'-0" grade to roof ridge) to conform.to the height of the adjacent historic structure. In addition, the width of the garage exceeds more than half of the entire building facade, which is obtrusive when viewed from the street, and it is not in direct relationship to,the width and scale of the historic streetscape in the district. A revision is recommended to reduce the width and height of the garage. Proportion of Openings (Windows and Doors), The large varieties of window sizes and patterns detract from the style of new architecture as well as the prevailing historic architectural styles within the neighborhood. The elevations reveal six different size windows. In addition, several of the shutters on the rear, north and south elevations do not extend the length of the window height and look out of proportion to the window size. These shutters should provide a compatible shutter size that equals.the height of the window and this is attached as a condition of approval. No window glass that is mirrored, reflective or opaque is permitted on a historic structure. Clear or Low-E clear glass is an appropriate solution. Raised muntins are also required on the exterior.elevations. Further examination could simplify and unify the architecture and harmonize the house with its window and door proportions. Windows sizes/patterns conducive to the historic architecture of the district are recommended. A revision is recommended to simply the various amounts of window sizes/patterns, and for the architect to provide a door and window schedule. • Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the,facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. The use of simulated stucco lap siding is not an acceptable finish material for a structure located in a historic district. Wood siding or Hardie plank is a visually compatible material for a.new structure in a historic neighborhood and a revision has been added as a recommended condition of approval. Based on the comments provided above, positive findings,,annot Up made, as the suggested revisions should be implemented and reviewed prior to Board action. Section 4.6.14 (B) (1) [Sight Visibility] Sight Visibility Triangle Measurements, Driveway Intersecting Street or Alley: The area on both sides of a driveway formed by the intersection of a driveway and a street or alley with a length of ten (10) feet along the driveway, a length of ten (10) feet along the street or alley right-of-way and the third side being a line connecting the ends of the other two lines. STAFF COMMENT/ANALYSIS: The required 10' sight visibility triangle on architectural sheet A2.0 is currently dimensioned from the original front property line. All visibility triangles are required to be drawn from the 5' Ultimate Right of Way dedication along SE 7th Avenue. The plans need to indicate the correct position of the visibility triangles taken from the ultimate right of wayP.ositive=findings=..cambeemade subject Aq,the= cojaditions listed,in the recommendation section of this report. • 53 SE 7th Avenue,2015-239 HPB Meeting October 7,2015 Page 9 of 11 Supplemental District Regulations Pursuant to LDR Section 4.6.9(C) (2), Parking Requirements for Residential Uses, two spaces per dwelling unit. Tandem parking may be used provided that in the Single Family (R-1 District) or RL District, no required parking space may be located in a required front or street side setback. STAFF COMMENT: The proposal includes two new parking spaces in the garage. Therefore, positive findings can-be VARIANCE ANALYSIS Pursuant to LDR Section 2.2.6(D), the Historic Preservation Board (HPB) shall act on all variance requests within an historic district, or on a historic site, which otherwise would be acted upon by the Board of Adjustment. Section 2.4.7(A)(6), Variances: Alternative Findings of the Historic Preservation Board: The Board may be guided by the following to make findings as an alternative to the criteria listed in Section 2.4.7(A)(6): (a) That a variance is necessary to maintain the historic character of property and demonstrating that the granting of the variance would not be contrary to the public interest, safety, or welfare. (b) That special conditions and circumstances exist, because of the historic setting, location, nature, or character of the land, structure, appurtenance, sign, or building involved, which are not applicable to other lands, structures, appurtenances, signs, or buildings in the same zoning district, which have not been designated as historic sites or a historic district nor listed on the Local Register of Historic Places. (c) That literal interpretation of the provisions of existing ordinances would alter the historic character of the historic district, or historic site to such an extent that it would not be feasible to preserve the historic character of the historic district or historic site. (d) That the variance requested will not significantly diminish the historic character of a historic site or of a historic district. (e) That the requested variance is necessary to accommodate an appropriate adaptive reuse of a historic building, structure, or site. Note As required by_the_LDR'-s,.a notice_regarding_the:subject:variance.request_was sent-to those property owners located within a 500' radius of the subject property. STAFFCOMMENT Vanance 1: Seeking an approval to allow a 20' property line setback due to the required 5' dedication of 'Ultimate Right-Of-Way" line at the front (west)_ property line yard setback. 'The required property line setback is 25'. The applicant is requesting the allowance of the original property line setback, as the Ultimate Right of Way condition creates a non-conforming lot size of 95'. This request is for the frontage (west side of property) of this lot including the 53 SE7th Avenue address and the 55 SE 7th Avenue address, both located on one lot with one owner at this time. Special conditions and circumstances do exist, because of the location, nature, or character of the land, structure, appurtenance, sign, or building involved, which are not applicable to other lands, structures, appurtenances, signs, or buildings in the same zoning district. Pursuant to LDR Section 2.4.7(A)(6), positive findings can be made with respect to the Variance 1 request°to •-allow-a 20' property line setback instead of the required 25' setback due to the dedication of"Ultimate Right-Of-Way" line at the front(west) property line yard setback. 53 SE 7th Avenue,2015-239 Hi B Meeting October 7,2015 Page 10 of 11 Variance 2: Seeking an approval to allow a swimming pool in the front yard situated 10' front the "Ultimate-Right-Of-Way" line at the front (west) property line yard setback and 1' from the property • line at the side interior (south property line yard setback). The southern side of the swimming pool is placed 1' off the south property line. It is noted that the City Engineer's review of the-drainage requirements in relation to the positioning of the (10' x 12'-8") swimming pool are that the 1' side interior(south) setback does not meet the 5' setback requirement for drainage. • Pursuant to LDR Section 2.4.7(A)(6), positive findings can be made with respect to Variance 2 request to allow a swimming pool situated 10' front the "Ultimate Right-Of-Way" line at the front (west) property line yard setback. However a positive finding cannot be made to the 1' setback from the property line from the side interior south property line setback. Therefore a condition of approval is attached that the pool be shifted 4' or reduced in size to meet the 5' side interior(south) setback requirement for drainage. The agent's variance letters are attached to this report, and the proposed setbacks are illustrated on the site/floor plans. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness and Variance requests (2015-239) for 53 SE 7th Avenue, Marina Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in Section 2.4.6(H)(5), and Section 2.4.7(A)(6), of the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the Certificate of Appropriateness and Variance requests (2015-240) for 55 SE 7th Avenue, Marina Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in Section 2.4.6(H)(5), and Section 2.4.7(A)(6) of the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. l _ RECOMMENDATION \00 1. 1A . - � t y p �l 0^ � 1 (1 B Separate '` • Variance 1.1 _Mc( nti n`ce of a variance to the front yard (west) property line setback of 20' based on positive findings per LDR Section, 2.4.7(A)(6). Variance 2:-j \f conlThuaa� of a variance to the swimming wool being located with the front yard (west) setback at from the front property line, whereas is requested on the side interior (south) property line. icate of A propriateness 2015-239) for 53 SE 7th Avenue, Marina Historic -subject`too-the;following_direction 1. That the overall garage height of 17'-0" feet facing SE 7"'Avenue) be reduced in keeping with the height and scale of the adjacent one-story historic ranch style residence and other historic structures in the district; 2. That the front, side and interior property setbacks are dimensioned on the site plan and revised swimming pool setbacks are noted on the plans; 5 SE 7th Avenue,2015-239 Hi B Meeting October 7,2015 Page 11 of 11 3. That the simulated stucco lap siding be revised to wood siding or hardie plank siding; • 4. That the front garage elevation be revised to be recessed from the front plane of the residence; 5. That the width of the garage is reduced; 6. That the roof slope be reduced, and/or the type of roof revised in order to provide less roof mass; 7. That the building scale be revised in order to provide less mass; 8. That the all the related drawings to this project are revised to reflect the address as 53 SE 7th • Avenue, per the approved City change of address form dated 9/14/2015; 9. That a window and door schedules are provided for staff review; 10.That all window muntins be dimensional in profile; 11.That the window glass is clear, not mirrored, reflective or opaque; 12.That the elevations be revised to reduce the number of varying window and door types and sizes; 13.That the fencing, gates, materials, heights and locations be identified on the site plans; 14.That the shutter design and materials be identified on the architectural drawings; 15. That the architect meets the Building Height Plane and the "no build zone" requirement and revising the plans accordingly; 16. That the architectural drawings be revised to indicate that the sight visibility triangles and the front yard setbacks are measured from the 5' Ultimate Right of Way dedication along SE 7th Avenue. 17. That the first floor covered porch extending past the rear be elevated completely on the drawings; 18. That the swimming pool must be shifted over 4' or reduced in size to meet the 5' side interior (south) setback requirement for drainage; . 19. That the chimney be redesigned to comply with the sideyard setback or that a variance application be submitted. • • • Attachments; Variance request letters Photographs Architectural Drawings Site Plan Survey Report Prepared by: Lynn Van Duyne, Historic Preservation Planner HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: January 6, 2016 ITEM: 218 NE 5th Court, Del-Ida Park Historic District -Certificate of Appropriateness, (Amendment to 2015-155) for the partial demolition and reconstruction of the contributing accessory structure. . NE9tnbt >" 4i _o, Q cn GENERAL DATA: °= P z r 44Y 0`` — George bush Ivd Owner Marc Julien Homes ' 7 ' v , Agent Marc Julien NE"7t-St `4R- ' Location* 218 NE 5th Court ' • l '' `` Property Size* 7,500 square foot NE 6th St ``` _ a116,. 't i i er Current Zoning' RL (Low Density Residential). ��Ja a�+� MEM *Adjacent Zoning* 11„"1�Q North: RO a South: RL �,M" I > East: RL ��r/1 ■11111=- West: RL/R-1-AA `--��ii m E.," . / ' Z Proposed Land Use:..... Residential I .III Water Service' On site ' I I I II I l l ,ill_ Sewer Service* On site Mil ___ _ -C _ , /ill -� z I I I l I(III 1 r A 1 7NORTH 1 HISTORIC PRESERVATION BOARD. MEMORANDUM STAFF REPORT Property Owners: Marc Julien Homes Authorized Agent: Marc Julien Project Location: 218 NE 5th Court, Del Ida Park Historic District HPB Meeting Date: January 6, 2016 File: Amendment to COA 2015-155 ITEM BEFORE THE BOARD The item before the Board is the consideration of an Amendment to the Certificate of Appropriateness (COA) associated with the partial demolition and reconstruction of the contributing accessory structure located at 218 NE 5th Court, Del Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the south side of NE 5th Court, between NE 2nd Avenue and NE 3rd Avenue, within the Del-Ida Park Historic District. The property previously consisted of Lots 16, 17, and the east half of Lot 18, Block 8, Del-Ida Park. However, in September 2014, the City Engineer granted a Plat Exception to reconfigure these non-conforming Lots of Record from the original 1923 Del-Ida Park Plat into two new conforming lots. The proposed 7,500 square foot property is zoned RL (Low Density Residential). A circa 1925 Mission style one-story single family residence is centrally located on the property and is classified as contributing to the historic district. An original accessory structure is located in the southwest corner of the property. The relocation of the principal structure and demolition of later additions was approved on March 3, 2015 by the City Commission after a denial of the relocation by the HPB (Historic Preservation Board) on December 17, 2014. The historic building will be relocated to the newly created lot to the west and it will be installed on a new stem wall foundation system. The HPB approval of the COA (2105-155) on June 3, 2015 was for an addition to the main historic residence (1,334 square feet) that includes an open covered front porch, a covered loggia, and a single door (two car) garage on the west side of the primary structure, a swimming pool and site improvements. In addition, the accessory structure was to be rehabilitated in place and transformed into a master bedroom suite connected to the new addition. At the present time the main historic residence is on steel beams, in the process of being relocated to the west. The current request is for the partial demolition and reconstruction (exact footprint) of the rear accessory structure which will be connected to the new addition. This request has occurred after the accessory structures interior was gutted and it was found that the overall condition of the building was dilapidated including not meeting current building code requirements. The rehabilitated structure will retain the back (south wall) and west wall, and remove the north and east walls in addition to the roof. Two of the four walls have widespread rot due to extensive water damage and termite damage. The wall and roof framing is not acceptable to current building codes. The roof has to be rebuilt in its entirety as it is not safe. The subject amendment (to the COA 2105-155) is for partial demolition and reconstruction of the accessory structure and is now before the Board for consideration. 218 NE 5th Court;Amendment to COA 2015-155 HPB Meeting January 6,2016 Page 2 of 4 DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, and the Secretary of the Interior's Standards for Rehabilitation. Pursuant to LDR Section 4.5.1(F) [Restrictions on Demolitions], no structure within a Historic District or on a Historic Site shall be demolished without first receiving a Certificate of Appropriateness pursuant to Section 2.4.6(H). The Historic Preservation Board shall be guided by the following in considering such a request. Demolition of historic or archaeological sites, or buildings, structures, improvements and appurtenances within historic districts shall be regulated by the Historic Preservation Board and shall be subject to the following requirements: (1) No structure within a historic district or on a historic site shall be demolished before a Certificate of Appropriateness has been issued pursuant to Section 2.4.6(H). (2) The application for a Certificate of Appropriateness for demolition must be accompanied by an application for a Certificate of Appropriateness for alterations to the structure or the redevelopment of the property. (3) Demolition shall not occur until a building permit has been issued for the alterations or redevelopment as described in the applicable Certificate of Appropriateness. (4) All structures approved for demolition and awaiting issuance of a building permit for the alterations or redevelopment shall be maintained so as to remain in a condition similar to that which existed at time that the Certificate of Appropriateness for demolition was approved unless the Chief Building Official determines that an unsafe building condition exists in accordance with Section 4.5.1(G). (10) Request for Demolition Justification Statement: A justification statement shall accompany the application for a Certificate of Appropriateness for demolition of any contributing structure in a historic district or individually designated historic structure. The justification statement must include the following: (a) A certified report from a registered architect or engineer which provides documentation explaining that the building is structurally unsound and is damaged beyond the ability to repair it at a reasonable cost. The report must include photographs to substantiate the damage. (b) A certified report from an engineer, architect, general contractor, or other qualified professional which documents the projected cost of repairing the structure and returning it to a safe and habitable condition. STAFF COMMENT: The project engineer has established that the condition of the accessory guest house is beyond repair structurally in key areas identified in his letter (attached to this report). Permit plans have been presented with this COA amendment request showing the affected areas. The justification letter, associated demolition diagram, and drawings for new construction (previously approved) are attached to this report. 218 NE 5`h Court;Amendment to COA 2015-155 HPB Meeting January 6,2016 Page 3 of 4 The licensed engineer has demonstrated in his certified demolition justification letter dated December 14, 2015 that demolition of the two walls and roof are appropriate for the subject structure, per LDR Section 4.5.1(F)(7) as follows: "On Dec. 3, 2015, Brennan Engineering, Inc. performed a non destructive visual structural inspection of the existing wood framed building. The purpose of the inspection was to assess the structural integrity and preservation of the wood framed building after the interior wall covering was removed and the structural load bearing wood framed walls were exposed. During our site investigation, we observed some of the following to the wood framed structure: 1. Previous activity of termite infestation and damage to wood stud walls and plates. 2. Burnt studs near the existing electrical panel. 3. Extensive water damage to wood frame members. 4. Framing members that were altered, cut, scab, and/or pieced together, in a non-structural construction method. Based on the above mentioned findings, we recommend the existing west and south load bearing framed walls be preserved, in accordance with the original and approved design intent of the building. The remaining section of the east, north facing wall, and flat roof joists should be demolished and new materials used to complete the original architectural appearance of the renovation. Our recommendation is structural in nature only and does not imply any changes/alterations to the exterior appearance and/or approved certificate of appropriateness of the historic building." Staff is in agreement with the engineer's justification letter stating that partial demolition and reconstruction of the accessory structure is required; removal of the north and east walls, and roof are required due to multiple structural and environmental issues which have occurred over time. The owner has stated that they will faithfully reconstruct the portions of the structure that have to be removed. The owner will be spending additional funds to rebuild the areas of the house that are not considered safe by the engineer. The accessory structure elevations will look exactly the same as previously approved by HPB. Pursuant to LDR Section 4.5.1(F) positive findings can be made. Staff is recommending approval of the request to remove the two walls (north and east elevation) and roof on the accessory structure due to advanced decay of the existing structure and to reconstruct the said items exactly as approved in the drawings approved by HPB in June 2015. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Amendment to Certificate of Appropriateness (2015-155) for 218 NE 5tn Court, Del Ida Park Historic District, for demolition and reconstruction of the two walls (north and east elevation) and the roof of the accessory structure, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. 218 NE 5t Court;Amendment to COA 2015-155 HPB Meeting January 6,2016 Page 4of4 C. Move denial of the Amendment to Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, for demolition and reconstruction of the two walls (north and east elevation) and the roof of the accessory structure, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Amendment to Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, for demolition and reconstruction of the two walls (north and east elevation) and the roof of the accessory structure, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation subject to the following conditions. 1. That the accessory structure approved for partial demolition and awaiting issuance of a building permit for the alterations shall be maintained so as to remain in a stable and secure condition. Attachments; Engineer justification letter Repair demolition report with photographs Architectural Drawings Site Plan Prepared by Lynn Van Duyne, Senior Planner, Historic Preservation I 1 I 2 1 3 I 4 I 5 I 6 I 7 I 8 1 9 I 10 7 11 12 1 13 I 14 I A N A PRIVATE RESIDENTIAL PROJECT: HPB DESIGN SUBMITAL N — THE MARCO RESIDENCE: NORTH PARCEL ui 53 SE 7TH AVENUE If .DELRAY BEACH, FLORIDA 'CC I GENERAL NOTES CODES I VICINITY MAP INDEX L • ARGNITECTUR 4L: ! - _—-� �, l_�u"_•�wa W11 •I ARCHITECTURAL DOCUMENTS: L -A[� J 6107if09YtadN FLORIDA BUILDING CODE,2013 EDITION �f.3on tnr:nn1O►O �t'RfI•�'�C.�� A�J� r - L THE CONTRACTOR SN4LL PEf�OF!'1 ANY AND ALL CUTTIY AND 77t.3 G --"-- p ;e 11E1,Tr.".l AIO ARCHITECTURAL SPECIFICATIONS - PATGaIYs NECE98ARY TO COMPLETE TFE WORK. NSA 1-101 LIFE SAFETY CODE it 11 s!!!iI 1!1 L ri • I,.,�•Es IIEI J4.,m1 el SURVEY AS PROVIDED BY CUNER FLORIDA FIRE PREVENTION CODE,2013 EDITIORII �-R:.1 'r C:" larati^ro Q %.,:�{�C„ r iiini41� �14rTI �; ARID ARCHITECTURAL SiTE PLAN • 2. THE CONTRACTOR TILT I NOT D1UT O T EXISTING SERVICES, NATIONAL ELECTRICAL CODE,2013 EDITION c3ili�'� :i liiu!iat:�! �B•;Yi�la[-:i3r oPPROVAL ,OR UTILITIES WITHOUT ACI4 CA iG OUhER'b PRIOR ' K APPROVAL AND NSTRJCTIOiS N EACII CASE. FLORIDA MECHANICAL CODE,2013 EDITION eii e�,+ -- - iYll��ti� • r A21 CU'ii7SITE UTILITY OVERLAY PLAN • I-t.DF L1A ptLPIn3.C ut,1 L tUlrltdi i p A2.2 ARCWIEC1t #L SITE DETAILS 4 3. ALL CQIJBTRJGTION AND UICRIO ANSHIP SHALL CONFORM TO THE - ' 'r- � P�=I r CC 11�': "� A3ID AR:HRECRRAL 1ST FLOOR PLAN.. FLORIDA ArCFA..IBILITY CODE/ADA-SD,2013 EDITION , � wl��`ff " R£GLII s CV.LOCAL CODES. - - !TITS-IIII�,,ls3::1i ID Y Y!II! P1 - A4.O AR 4ITEGIIRAL.2ND FLOOR PLAN M O ��..�. r 4. THE OR SHALL V181T THE JOB SITE AND BE RESPONSIBLE FOR "ALL OTHER FS1LE8,REGJLATION9 AND CODES LLAVMG JURIBDIGiION - 10:11I�1:IIIIII:Jt;�.In,�-'•.I , 114 JW.1 I� ASID. -AI�HI7EI:IURhL ELEVATIONS - THE CATION OF ALL ELEVATIONS,CONDITIONS,AND DIMENSIONS INCLUDING BUT NOT NECESSARILY LIMITED TO:I - .i 41 , O A6.0 •ARCHITECTURAL ELEVATIONS it) Im PRIOR O CM'1'ENCIYG CONSTRUCTION. CI1Y OF DELRAY BEACH,PALM BEACH COUNT'--TFE STATE CF FLORIDA •C i. .� id r2 1 A10- UWOU 4 DOOR SCHEDULE L S. ANY ICT5 OR OMISSIGJS BETU.EEN THE'VARIOUS ELEMENTS OF CITY•OF DELRAY BEACH ZONING REGULATIONS, I, 1 e u. EO 2,EII.�; : J THE I • Oda DRAWINGS AND/OR GENERAL NOTES SHALL 13E BRCLI GNT CITY OF DELRAY BEA I4 ADOPTED ORDINANCES ` +02. r LIJR1• � k�IL!!'�L _GS Iw TO THEN ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE I i '�I.,_.� � '���® �� J I RYG WITH ANY UIO1R1C SO INVOLVED. DO NOT SCALE - - _ �I-GI Y ' I ao LANDSCAPE DOCUMENTS: '+ IJk � c �I :^I 11� o!in^G'.: _ L-I • EJCISIIYG TREE SURVEY 1 NEW LANDSCAPE FLAWING PLAN t DETAILS - - � 0 6. THE RAT-CONTRACTOR SHALL COORDINATEAND VERIFY WITH ALL I( a 1 r r k = - - ia.r° ul8 0 - SUBr7R.4GTOR9 THE_91ZENiD LOCATION OF ALL PIPING,DUCTWORK, _ B L D G A ^ - - 8,RI FFVE6,SPECIAL BOLTING FOR ECUIrt-ENT CONDUITS, J/� a E G 1 THE CONTRACTORSMALL 8E-SOLELY RESPONSIBLE FOR .- - i% � ,ri.� r we L COL" �" alms .'.. W H ALL MID METHODS CF CGNSTRJCTIQI -- -OCCUPANCY r 1"9�f•(cATic ei I?ILY ESIDEM;TAL tC`�'I-1t+ ', ' "':fix 14 •-' G 1P1I _ :i -: . . - BLDG. �Ti•Pta-3- cTEa`i�. :..�..� .3r•- .�!:. .�1 e h _ - • 8. TroR SMALL SE RESPONSIBLE FOR LEAVING AL.L FINISH h' ,, AN AT GOt4°LETION OP THE IUOrlC'AND SHALL REl'IOYE -.- O' *�DJDTR (21,1�' :'� ILRESI •,r•+y y �u� }ATERJAL AND DEBRIS FROM THE JOB REGULARLY. E2u' 11 o-PER 3.BOCNO-GUST}-�� It-�`�-`_' ' j' n . 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Rw COPE ` T-� WINDOW REFERENCE:ENCE: O i —WINDOW NUMBER Inc ILLIC4 we wmaa Q� _ nr, nraTK - vmn eau av Rl Project No. 6 I (, Li .i.e, nFua v, GENERA-LARDSCAPINS,CORP. 2015.39 MARCO g 1 LE1 It- w wx w.ea MI' Itr'rL"IlIR r 845 HE 715T STREET • CAD Flle No. 0 Q 0 NOTE REFERENCE: n(--REFERENCE NUMBER 'ter'F.C°a Nm w Ln u00,0Anna NAIR BOf A RATCN FLORIDA 33481-2435 DCOeK. VER SHEEP `_ ' (C .°.'°JONI AUGUST 10,2015 LAM. MOW FHO 156U9U-3155 Droning No. 0LAV. LAVATORY • IL REVISION REFERENCE. ! \4_______(REVISION NUMBER • ,ero FAX 156U 991-8661 • AInLG MAX I AnIn • AT A ILO ILaL-A1lR► • —O p2W A0 . 0 A KK I01nn RilD a•Ntene to. Iwaeer oFa+••a © COPEa 110.011r D•CNROCus�CiS 31NCK,2015 — I.ertea- Mann. .a F... ..nd of 1 I 2 I 3 I 4 f 5 I 6 I 7 I 8. I 9 I 10 1 11 I 12 I 13 I 14 1 1 I 2 1 3 I 4 1 5 1 6 1 7 1 8 I 9 1 10 1 11 1 12 1 13 14 I GENERAL NOTES a N IO N nom ARCH ITECTURAL: BUILDINC-s CODE COMPLIANCE: WALL COVERING: • cc L THESE DOCUMENTS INDICATE THE DESIGN INTENT OF THE CONSTRICTION 22. UNLESS OTHERWISE NOTED,LU-LEN DRAWINGS ARE IN CONFLICT,ENLARGED L THE CONTRACTOR SHALL PERFORM COW IN ACCORDANCE W/APPLICABLE L INTERIOR FINISH MATERIALS SHALL COMPLY WITH LOCAL CODES. EEN 111111 O PROJECT IN ORDER TO ESTABLISH STANDARDS FOR QUALITY AND/OR PLANS 4 DETAILS SHALL GOVERN. HOWEVER THE ARCHITECT SHALL MAKE CODES,REGULATONS,LOCAL AUTHORITY REGULATIONS 4 LOCAL CODE REQUIRED BY BUILDING OFFICIAL(5),APPLY FLAME PROOFING TO FABRIC PEI IWIANCE THE FINAL DETERMINATION IN THESE MATTERS. OFFICIAL'S DIRECTIVES. WALL COVERINGS. 2. THE CONTRACTOR`LUAU L INVESTIGATE THE JOBSITE 4 COMPARE THE CD'S 23. SUBMIT FOR ARCHITECT'S REVIEW ABOVE BUILDING STANDARD SAMPLES 4 2. THE CONTRACTOR°HAI L PROVIDE TERMITE PROTECTION AS PER FEC IEULI'I 2. WALL COVERINGS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S ILI M W/THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS COST, LITERATURE. SUBMIT FOR ARCHITECT'S CONSIDERATION SAMPLES 4 PRODUCT SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLICATION,INCLUDING M WORK DESCRIBED IN THE CD'S 4 THAT IS REQUIRED OR REASONABLY IMPLIED LITERATURE 4 OTHER PERTINENT DATA OF ANY PROPOSED SUBSTITUTIONS. ANY C TEMPERATURE AND DUST CONTROL. WALL COVERING REQUIRING BACKING SHALL TO ACHIEVE THE DESIGN INTENT CV THE CD'S. THE CONTRACTOR SHALL v INSTITUTIONS PROPOSED BY THE CONTRACTOR SHAI I BE SUBMITTED TO THE PARTITION NOTES: BE 50 APPROVED. APPLY WALL PRIMER PRIOR TO APPLYING ADHESIVE = NOTIFY THE ARCHITECT OF ANT CONFLICTS BETWEEN EXISTING CONDITIONS 4 ARCHITECT FOR APPROVAL PRIOR TO IMPLEMENTATION. IT IS THE CONTRACTOR'S NU L CLEAR DIMENSIONS MIST BE HELD. DIMENSIONS NOTED AS FINISHED FACE FOLLOWING MANUFACTURER'S INSTRUCTION. IUW ANY NEW WORK.OF ANY OMISSIONS IN THE DRAWINGS 4 ANY RESTRICTIONS RESPONSIBILITY TO RESEARCH AN l QUALIFY THAT THE PERFORMANCE 4E _ RELATED TO THE FVFCUTION OF THE WORK INCLUDING THE COORDINATION W/ CONSTRICTION SPECIFICATIONS MEET THOSE OF THE ORIGINALLY SPECIFIED ITEM 3. INSTALL SEAMS PLUMB 4 NOT LESS THAN SIX(6)INCHES FROM CORNERS. - STRUCTURAL AND MEP RELATED WORN. PRIOE TO SUBMISSION FOR APPROVAL CONTRACTOR SHALL BE LIABLE FOR 2. DRAWING DIMENSIONS ARE TO THE FACE OF STUD SURFACE UNLESS CLEAR OR HORIZONTAL SEAMS SHALL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. MATERIALS THAT ARE NOT AVAII A4I F DUE TO UNTIMELY ORDERING 4 FOR THE CRITICAL SHALL BE MEASURED FROM FINISH FACE TO FINISH FACE. 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A COMPLETE JOB IN COORDINATION OF SUBSTITUTIONS UL OTHER TRADES 4 DISCIPLINES. 4. REMOVE EXCESS ADHESIVE PROMPTLY,REPLACE PANELS WHICH CANNOT BE EVERY RESPECT THAT ALLOWS FOR THE FULL USE OF THE COMPLETED 3. MAKE NO MECHANICAL ATTACHMENTS TO EXTERIOR BUILDING SURFACES COMPLETELY CLEANED, 11 W L FACILITY 4 CONSISTENT W/THE DESIGN INTENT OF THE CD'S. THIS SH4LI 24. SHOP DRAWINGS(TWO(2)COPIES TO ARCHITECT t TWO(2)COPIES TO ENGINEER), lW1THOU PRIOR NOTIFICATION AND APPROVAL FROM THE ARCHITECT. 5. INSTALLATION OF PATTERNED FABRIC WALL COVERINGS SHALL BE MATCH AT NI M L INCLUDE,BUT NOT BE LIMITED TO,COMPLETE UTILITY CONNECTIONS FOR H2O, AS REQUIRED,SHALL BE SUBMITTED FOR I�YIEW PRIOR TO FABRICATION OR 4. CONSTRUCT CEILINGS 4 PARTITIONS PER MANFACTURER'S RECOMMENDATIONS iY SEINER RAIN WATER LEADERS,DRAINS,POWER(W/TRANSFORMING TO ACHIEVE CONSTRUCTION SUBMIT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION OR EDGE TO ADJACENT FABRIC PANEL. APPROPRIATE 4 NECESSARY VOLTS 4 AMPS),GROUNDS,NATURAL OR LP GAS, PURCHASE. SHOP DRAWINGS OR SAMPLES FOR MILLWORK C CUSTOM METALUIOR WITH DEFLECTIONS NOT TO EXCEED I/I40 OF THE SPAN. PROVIDE FIRE RATINGS VENTS,VENTILATION,SMOKE EVACUATION,4 BLOCKING,BRIDGING,STRUCTURAL CUSTOM CASEGOODS 4 OTHER ITEMS AS 1 QUIRED BY ARCHITECT FOR ABOVE A5 REQUIIEED BY CODE-SEE FEC AND LOCAL CODE AMENDMENTS FOR ANY 6. REMOVE SWITQ-1 PLATES 4 SURFACE MOUNTED FIXTURES TO PERMIT WALL - SUrYURTS,ETC.TO ALLOW FOR THE COMPLETE 4 WORMING OF NOTED OR BUILDING STANDARDS ITEMS. SPECIAL FIRE STOPPING(2��QUIREMaITS. COVERING INSTALLATION 4 IRE-INSTALL UPON CQMPLETIQV. T INFERRED EQUIPMENT. CHANGES IN THE WORK.SHALL ONLY BE ALLOWED LW ONE OF THE FOLLOWING 1 5. INSTALL WOOD BLOCKING AT ANT PARTITION SCHEDULED TO RECEIVE HANGING W a 25. . WALL COVERINGS SHALL BE FROM CONSISTENT DYE LOTS. 4. REASONABLY INFERRED CONDITIONS NOT OTHERWISE INDICATED IN THESE WRITTEN DIRECTIVES: L)ARCHITECT'S DIRECTIVE FOR MINOR CHANGES IN WORK, CAB AND/OR SHELVING. CD'S SHALL BE INTERPR..TED AS HAVING THE SAME 1MEANING AS THOSE MOST 2.)CONSTRICTION CHANGE DIRECTIVE FROM THE ARCHITECT,OR 3J CHANGE 8. NO SUBSTITUTION OF ANY SPECIFIED ANON 1 COVERINGS OR FINISH MAT BE MADE CC SIMILARLY DETAILED 4 MORE BILLY Dr-FINED ELSEWHERE WITHIN THESE ORDER ISSUED BY THE ARCHITECT. CHANGES MUST FOLLOW MODIFICATION 6. INSTALL MOISTURE RESISTANT SUBSTRATE(WATER RESISTANT TYPE GYPSUM WITHOUT PRIOR APPROVAL OF ARCHITECT. K DOCNTS. CONTRACTOR I5 TO NOTIFY THE ARCHITECT IF CLARIFICATIONS PROCEDURES NOTED IN AIA A201-ARTICLE 1. CHANGES REQUIRING A CHANGE BOARD OR CEMENTITIOUS BOARD)WHERE CERAMIC TILE OR STONEWORK 15 ....1 I( W1E ARE REQUIRED. CONTRACTOR SHALL BE LIABLE IF INAPPROPRIATE INTER- IN COST OR TIME MUST BE EXPLICITLY NOTED AT TIME OF DISCUSSION IN FIELD, INDICATED. PRETATIONS CONFLICT WITH OTHER ELEMENTS OF THE WORK. NOTIFICATION OR ARCHITECT OR AT JOB PROGRESS MEETING 4 FOLLOWED UP WITHIN TILE: W TWO(2)WORKING DAYS BY WRITTEN CONFIRMATION. IF CHANGE 15 AGREED TO 1. INSTALL STEEL FRAMING FOR PARTITIONS TO COMPLY WITH ASTM C-154 4 THE CI5. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS 4 DIMENSIONS INDICATED WITHOUT EXPLICIT REFERENCE TO CHANGE IN COST OR TIME,A SUBSEQUENT GYPSUM CONSTRICTION HANDBOOK BY U.S.GYPSUM,LATEST EDITION. L INSTALL TILE IN ACCORDANCE UU TILE COUNCIL OF AMERICA HANDBOOK FOR - W/THE CD'S t SHALL NOTIFY THE ARCHITECT OF ANY VARIATION PRIOR TO THE CHANGE ORDER MAT BE JUSTIFIABLY REJECTED. CERAMIC TILE INSTALLATION METHODS. - THE PURCHASING-OF MATERIALS,FABRICATION OR CONSTRUCTION. THE 8. INSTALL 4 FINISH GYPSUM BOARD TO COMPLY W/A51M C-540,GA-216 BY GYPSUM AS.A,IATION 4 GYPSUM CONSTRUCTION HANDBOOK BY 15.GYPSUM, 1(�/■ n CONTRACTORFOlE SHALL BE LIABLE FOR R CHARGES, ESTOCKING CHOES,REPLACEMENTINPM 26. PERFORM WORK 4 INSTALL MATERIALS STRICT ACCORDANCE W/ ANHFAGTURER'S LATEST EDITION. PREPARE SURFACE AS REQUIRED FOR FINAL SURFACE FINISH 2. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING APPROPRIATE SUBSTRATE(LE. COSSTSSIFOR DELAYS IF HE FAILS TO COMPLY W/THIS PROVISION SPECIFICATIONS 4 INSTRUCTIONS 4 IN A MANNER CONSISTENT W/INDUSTRY AS RECOMMENDED BY GYPSUM CONSTRICTION HADBOOiC MOISTURE RESISTANT GYPSUM BOARD,'WbNDERBOARD',ETC). STANDARDS FOR IORQ-1ANSHIP. 1 ` J S. THE GENERAL,SHALL CONTRACTORBM UPON AWARDING CON7THE TSO TO SUB- TELEPHONE/DATA/ELECTRICAL NOTES: v J CONTRACTORS,SHALL SUBMIT TO THE ARCHITECT 4 THE OWNER A LIST OF 21. GYPSUM/METAL STUD CONSTRICTION SHALL BE DONE IN ACCORDANCE W/ 9. PROVIDE FRE fLF515TANCE RATED PARTITION ASSEMBLIES IDENTICAL TO UL. ��ILLI � ITEMS 4 THEIR DELIVERY SCHEDULES. THE CONTRACTOR.PRIOR TO ORDERING RECOMM_NDATIONS 4 INSTRUCTIONS PUBLISHED BY U.S.GYPSUM COMPANY- DESIGNATIONS(UNDERWRITERS LABORATORY)SHOWN IN THE FIRE RESISTANCE AN ITEM,SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT t OWNER GYPSUMS CONSTRICTION HANDBOOK' EDITION.LATEST CONSTRICTION JOINTS MST DIRECTORY OR LISTED BY OTHER TESTING AGENCIES ACCEPTABLE TO L W K OR SHALL BE IN ACCORDANCE W/APPLICABLE NATIONAL,STATE IN D OF ANY ITEM WHICH MAY CAUSE THE PROJECT TO BE DELAYED DUE TO LONG (VV'UR AT A MAXIMUM CV 25 FT.ON UNDERSIDE OF ROOF DECK AUTHORITIES HAVING JURISDICTION. L(V'AI ELECTRICAL CODES. LEAD TIME IN OBTAINING. ) imil - 25. FINISH CARPENTRY t MILL WOODWORKSWORK SHALL BE DONE N ACCORDANCE W/THE I� 2. IN N1/E/P DESIGN-BUILD PROJECTS,MECHANICAL 4 ELECTRICAL ENGINEERING // 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACHIEVING SUBSTANTIAL ARCHITECTURAL INSTITUTE(AWN) �O STANDARDS FOR SELECTION OF MILLWORK NOTES: DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW 4 APPROVAL PRIOR COMPLETION REGARDLESS OF DELIVERY DATES FOR MATERIALS t EQAIPTIT. MATERIALS,HARDWARE,FABRICATION,WORKMANSHIP 4 FINISHING. TO START OF CONSTRUCTION CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY rl� L MILLWORK 4 CASEWORK SHALL COMPLY W/ARCHITECTURAL WOODWORK FOR COORDINATING VARIOUS TRADES. CONTRACTOR SHALL CONTROL INSTALLZ- 8. THE ARr-1 IITECT HAS NOT CONDUCTED NOR INTENDS TO CONDUCT ANT' QUALITY STANDARDS,GUIDE SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM, 29. EXAMINE SURFACES TO DETERMINE THAT THEY ARSE SOUND,DRY,CLEAN 4 READY ATION SEQUENCE OF VARIOUS ITEMS TO ACCAFPIODATE DIMENSIONAL REQUIRE- H LATEST EDITION,CUSTOM GRADE UNLESS OTHERWISE NOTED. H INVESTIGATION AS TO THE r'RCSENGE OF HAZARDOUS MATERIALS,INCLUDING TO RECEIVE FINISHES OR MILLWORK PRIOR TO INSTALLATION. START OF MENT5 OF TOTAL ASSEMBLY INCLUDING MECHANICAL,ELECTRICAL,PLUMBING,FIRE la ASPESTOS,WITHIN THE CONFINES OF THIS PROJECT. THE ARCHITECT ACCEPTS INSTALLATION SHALL IMPLY ACCEPTANCE OF SUBSTRATE 4 SHALL NOT BE ALARM,DATA TELEPHONE,SPRINKLER PIPING AND ANY 4 ALL EQUIPMENT. I- NO RESPONSIBILITY FOR THE IDENTIFICATION,THE REMOVAL OR ANY EFFRE ECTS GROUNDS FOR CLAIMS AGAINST IMPROPER PERFORMANCE OF INSTALLED MATERIAL 2. INSTALL FI RETARDANT TREATED WOOD PRODUCTS WHERE REQUIRED TO V FROM THE PRESENCE OF THESE MATERIALS. ADVISE ARCHITECT OF ANY EXISTING CONSTRICTION NOT LEVEL.SMOOTH 4 COMPLY WITH THE BUILDING CODE. Q PLUMB WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRICTION. 3. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL,MECHANICAL,ELECTRICAL 4 - 9. THE CONTRACTOR SHALL ISSUE COMPLETE SETS OF CD'S TO EACH OF THE 3. COORDINATE INSTALLATION OF ALL IN-WALL STEEL ANCHORAGE, UNCC GROUNDS,4 PLUMBING ENGINEER'S OR ANY OTHER CONSULTANT'S DRAWINGS SHALL BE - SUE-CONTRACTORS FOR COORDINATION OF THEIR WORK AND DESCRIPTION OF 30. INSTALL 4 MAINTAIN NECESSARY COVERINGS,PROTECTIVE ENCLOSURES, MISCELLANEOUS BLOCKING W/OTHER TRADES FOR rRCCISE LOCATION. INSTALLED LHE TO THE ATTENTION OF THE ARr41TECT FOR CLARIFICATION. WORK SCOPE. TEMPORARY DOORS 4 PARTITIONS t DUST BARRIERS TO PROTECT OCCUPANTS INSTALLED IN ICIENTCONFL CT LW THE ARCHITECT'S DRAWINGS OR RF T F_DNG CONFLICTS 0 4 EXISTING WORK!FINISHES TO REMAIN REPAIR 4 REPS Ar-F ANY DAMAGES 4. THE MILLWORK CONTRACTOR SHALL OBTAIN 4 VERIFY FIELD MEASUREMENTS DUE TO IN° rICIENT COORDINATION OF WORK.S+Ud1 1 BE GOi CTED BY THE 10. THE CONTRACTOR SHALL APPLY FOR OBTAIN 4 PAY FOR PERMITS,FEES, rn11FF_D BY INPROPER PROTECTION AT NO ADDITIONAL CHARC-E AFFECTING OWNER 4 CONDITIONS HIS WORK!SHALL BE RESPONSIBLE FOR DETAILS 4 CONTRACTOR a THE CONTRACTOR'S EXPENSE 4 SHALL NOT IMPACT THE SCHEDULE. INSPECTIONS 4 APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION THE CONTRACTOR Al BE RESPONSIBLE FOR ANY 4 ALL DAMAGE WHICH MAY DIMENSIONS ASSURING IFTOISION 4 PROPER ASSEMBLY OF HIS PRODUCTS. CO G OVER THE PROJECT. CONTRACTOR 15 TO PROVIDE COPIES OF TRANSACTIONS OCCUR DURING EITHER THE DEMOLITION OR CONSTRUCTION PHASE TO THE 4. i:,ER TO ENGEEERING DRAWINGS FOR CIRCUITING 4 SPECIFICATIONS. MECHANICAL la TO OWNER NOTIFY ARCHITECT OF ANY VARIANCE W/CODES IN FORCE EXISTING BUILDING. CONTRACTOR SHALL REPAIR SAME IMMEDIATELY TO MATCH 5. COORDINATE ITEMS TO INSURE DELIVERY TO THE Prc)PER LOCATION t 4 EU.E L ENGINEER'S DRAWINGS DO NOT SPECIFY LOCATIONS OF F1XTLI S, CONTACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE W/THE REGULATIONS ADJACENT".A SURFACES IN GOOD CONDITION. VERIFY PHYSICAL ACCOMMODATION WITHIN THE CONFINES OF THC PROJECT OUTLETSTS,,OR OR EQUIPMENT-REFER TO ARCHITECT'S DRAWINGS. OF ANY 4 ALL PUBLIC AUTHORITIES(FEDERAL,STATE t LTV' l)HAVING AS REQUIRED. 5. SEPARATE JUNCTION BOXES BY AT LEAST ONE(1)STUD WHERE TELEPHONE 4 CC S - _ JURISDICTION OVER THE PROJECT. 3L WORK DAMAGED DURING CONSTRUCTION OR NOT COIvORMING TO SPECIFIED STANDARD TOLERANCES OR MAN IFACTURER'S INSTRUCTIONS FOR INSTALLATION b. SET WORK PLUMB,LEVEL 4 SQUARE,SCRIBED TIGHTLY 4 ACCURATELY TO ADJT. ELECTRICAL OUTLETS APPEAR BACK-TO-BACK OR SIDE-BY-SIDE. II. PROVIDE 4 PAY FOR ANY AND ALL MATERIALS,LABOR EQUIPMENT,TOOLS, `'HAD I BE REPLACED AT NO ADDITIONAL COST TO THE OWNER SURFACES,SECURELY ANCHORED IN POSITION INDICATED ON DRAWINGS TO CONSTRICTION EQUIPMENT,WAREHOUSING,TRANSPORTATION 4 DELIVERY COSTS, HIGHEST QUALITY STANDARDS. 6. OUTLETS,SWITCHES 4 JUNCTION BOXES LOCATED IN ACOUSTICAL PARTITIONSICC HOISTING,R MOVAL OF TRASH 4 DEBRIS.4 OTHER FACILITIES 4 SERVICES 32. MAINTAIN EXIT,EXIT LIGHTING,FIRE PROTECTIVE DEVICES 4 LIFE SAFETY SYSTEMS SHALL T CEIYE EQUIVALENT INSULATION BEHIND BOXES. F NECESSARY FOR THE EXECUTION!COMPLETION OF THE WORK IN WORKING ORDER 1. LAMINATE EDGES OF COUNTERTOP'S 4 FrY-FS OF DOORS PRIOR TO FACING 1. WHERE UTAI I MOUNTED OUTLETS ARE INDICATED SIDE-BY-SIDE,THE MAXIMS-1 Z F D. WOW Wdl L BE PERFOR-ED BT THE GENERAL CONTRACTOR UNLESS OTHER- 33. EXIT DOORS.EGRESS DOORS 4 OTHER DOORS REQUIRED FOR MEANS OF EGRESS COUNTERTOPS OR DOORS. SEPARATION SIJAI I BE SIX(6)INCHES,CENTERLINE TO CENTERLINE,WON- Eimi WISE NOTED. NEr_-ICNCES TO THE CONTRACTOR SHALL INCLUDE THE GENERAL SHAL BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOW CO) CC - CONTRACTOR AND SUB-CONTRACTORS. I Fr,,E OR EFFORT 8. COORDINATE EXACT PLACEMENT OF PLUMBING 4 ELECTRICAL FIXTURES, 8. GANG ELECTRICAL OUTLETS 4 SWITCHES WHERE POSSIBLE a SWITCHES 4 OUTLETS TO BE INSTALLED WITHIN THE MILLWORK - - B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR,4 HAVING CONTROL 34. VERIFY KEYING REQUIREMENTS OF ALL NEW LOCKS WITH OWNER 9, UTAI 1 MOUNTED ELECTRICAL,TELEPHONE 4 DATA OUTLETS suALI BE INSTALLED CC 5 OVER CONSTRICTION MEANS,TECHNIQUES,SEQUENCES I PRC'CF'DURAS 4 FOR 9. REPAIR REPLACE OR OTHERWISE MAKE GOOD TO SATISFACTION OF ARCHITECT AT EIGHTEEN(15)INCHES ABOVE FINISHED FLOORS,UNLESS NOTED OTHERWISE. COORDINATING PORTIONS OF THE WORK REQUIRED BY THE CD'S. 35. 24 HOURS PRIOR TO OrI"UPANCY OF ANY PHASE,THOROUGHLY CLEAN SURFACES DAMAGE INCURRED TO MILLWORK DURING CONSTRUCTION OF DUST,DEER,LOOSE CONSTRUCTION MATERIAL 4 EQUIPMENT. VACUUM OR MOP 10. INSTALL LIGHT SWITCHES AT FOURTT-EIGHT(45)INCHES AFF.t WITHIN EIGHT(8)INCHE G E 14. THE ARCHITECT 4 OWNER SHALL NOT BE RESPONSIBLE FOR THE ERRORS, FLOORS 4 CLEAN WINDOWS. THE CONTRACTOR AT THE COMPLETION OF THE 10. ADJUST DOORS,DRAWERS 4 HARDWARE FOR PROPER OPERATION 4 CLEAN OF DOOR FRAME,UNO_ FOLLOW ADA REGULATIONS IN PUBLIC CIRCUMSTANCES. E OMISSIONS OR DELAYS RESULTING FROM THE CONTRACTOR'S PERFORMANCE. PROJECT,SHALL CLEAN THE ENTIRE BUILDING AND LEAVE IT IN ACCEPTABLE SURFACES,INSIDE 4 OJT. CONDITION. IL THERMOSTATS WAI L BE INSTALLED AT SIXTY(60)INCHES AFF.ADJACENT TO !! 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS I OMISSIONS OF THE IL COMPLY W/MILLWORK MAN FAGTURER'S 4 INSTALLER'S RECOMCCNDED OPTIMUM LIGHT SWITCHES,UNLESS NOTED OTHERWISE c CONTRACTOR'S EMPLOYEES,SUB-CONTRACTORS 4 THEIR AGENTS t 36. SUBSTANTIAL COMPLETION SHALL BE THE DATE ON WHICH THE PREMISES Ar- TEMPERATURE 4 HUMIDITY CONDITIONS FOR STORAGE 4 INSTALLATION OF WORK Z EMPLOYEES t ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER AVAII dW E FOR nrn IPANCY FROM THE CONTRACTOR 4 SHALL BE AS DEFINED D. INCANDESCENT LIGHT FIXTURES ARE TO BE ON DIMMERS,UN.O_ _ A CONTRACT WITH THE CONTRACTOR IN AIA DOCUMENT A20L ADDITIONAL TOUCH-UP OR MINOR INSTALLATION L'.ORK 12. COMPLY WI/ARCHITECTURAL WOODWORK QUALITY STANDARDS,GUIDE O MAY BE INCOMPLETE SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM,SECTION 1500 FACTOR 13. WHERE LIGHTS 4 SWITCHES ARE NOT NOTED WI A LOWER CASE LETTER G. OTHER CONTRACTORS 4 THEIR SUB-CONTRACTORS MAY SE WORKING ON THE FINISHING SYSTEMS FOR FINISHES NOTED. DESIGNATION,THE SWITCHES ARE TO BE CONNECTED ONLY TO THOSE LIGHT Ull mom PREMISES SIMULTANEOUS WITH THE DURATION OF THIS CONTRACT. NO ACTION 31. WARRANT TO THE OWNER THAT ALL MATERIALS 4 EQUIPMENT FURNISHED 4 FIXTURES WITHIN THAT SPECIFIC ROOM. D SHA1 I BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANY SUB- INSTALLED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED, FINISH NOTES: D CONTRACTOR.TO IMPEDE THE ACCESS OR OPERATION OF ANY OTHER 4 WORK SHALL HE OF GOOD QUALITY,FREE FROM FAULTS 4 DEFECTS 4 CONFORMS 14. FLOOR MOLESTED OUTLETS ARE DIMENSIONED FROM THE CENTERLINE OF THE CONTRACTOR ON THE PREMISES,EITHER UNION OR NON-WINO. WITH THE CONTRACT DCCWP'ENTS. L INSPECT MATERIALS FOR DEFECTS,Fl AI'K,SHIPPING DAMAGE,CORRECT COLOR OUTLET TO THE FINISHED FACE OF THE PARTITION AD/OR COLU9y,UNLESS 4 PATTERN.INFORM ARCHITECT OF ANY DEFEECTIVE MATERIALS 4 COORDINATE NOTED OTHERWISE Il. WORK SHALL BE DONE DURING NORMAL WORKING HOURS. CONTRACTOR SHALL 35. FOR A PERIOD OF ONE(I)YEAR BEGINNING AT THE DATE OF SUBSTANTIAL W/THE MANUFACTURER FOR ACCURATE SHIPPING DATES FOR THE REPLACEMENT _ SCHEDULE 4 PERFORM SO AS NOT TO UNIASONABLY DISTURB ANT COMPLETION,CONTRACTOR SHALL PROMPLY CORRECT WORK FOUND NOT TO BE MATERIAL. 15. ELECTRICAL ITEMS INDICATED IN OR ON CANINE TRY SHALL HE SUPPLIED, _ NEIGHBORS 4 SHALL BE RESPONSIBLE FOR ANY OVERTIME COSTS INCURRED IN ACCORDANCE W/THE CONTRACT DOCUMENTS. CONTRACTOR SHALL HEAR INSTALLED 4 COORDINATED BY THE CONTRACTOR THEREBY. ALL COSTS OF CORRECTIONS. 2. FLOOR COVERINGS SHALL BE REPAIRED IN RENOVATION WORK TO MATCH ADJACENT SURFACES. FLOOR COVERINGS IN CLOSETS SHALL MATCH ADJACENT 16. ELECTRICAL SUB-CONTRACTOR SHALL MAKE FINAL CONNECTIONS FOR ALL FLOOR 41 18. THE CONTRACTOR SHALL COORDINATE t WRY.WI BUILDING OWNER REGARD- 39. UNLESS OTHERWISE NOTED,FASTENERS 4 ATTACHMENTS SHALL BE FULLY SURFACES. FLOOR COVERING IN CLOSETS SHALL MATCH ADJACENT ROOM OR WALL OUTLETS TO FURNITURE SYSTEM POWER POLES(WHERE APPLICABLE) Z ING AT,WATER ELECTRICITY,DELIVERIES,ACCESS,ELEVATOR AVAIL- CONCEALED FROM VIEW. UNLESS NOTED OTHERWISE. FOLLOWING MANLL FACTURER'S STANDARDS FOR INSTALLATION AND APPLICABLE C N' HE ABILITY,STAGING,NOISE CONTROL,TRASH 4 DEBRIS REMOVAL,HOISTING, CODES. 4 ANY OTHER UTILITIES OR OWNER'S RILES 4 ICGULATIONS CONCERNING THE 40. THE ARCHITECT'S SEAL AFFIXED TO THESE CONTRACT DOCUMENTS,SHALL 3. CONTRACTOR WILL BE RESPONSIBLE FOR PROVING AN APPROPRIATELY - PROJECT SITE. CONTRACTOR SHALL COORDINATE USE OF RESTROOM CERTIFY TO THE BEST OF OUR KNOWLEDGE,THAT THESE DRAWINGS MEET THE LEVEL I SMOOTH CONCRETE OR OTHER SUBSTRATE TO MEET THE CARPET(IF II. PHONE 4 DATA OUTLETS SHALL BE SINGLE OUTLET BOX W/PULL STRING RING on FACILITIES FOR HIS EMPLOYEES WITH THE OWNER APPLIrAS!E STATE 4 LOCAL CODES. IF ANY PORTION OF THESE DOCUMENTS IS CARPET IT USED)MEETING INDUSTRY STANDARDS PRIOR TO INSTALLATION FOR WIRING. WIRING OR CABLING Aldl L BE BY OTHERS UNLESS NOTED OTHERWISE .500 - FOUND TO BE IN CONFLICT W/STATE OR LOCAL CODES,THE ARCHITECT SHALL In Cad- 15. THE CONTRACTOR SHALL PROCURE MATERIALS 50 AS NOT TO DELAY BE NOTIFIED IN WRITING BY THE CONTRACTOR 4. CARNET,IF USED,SHALL BE INSTALLED IN THE SAME DIRECTION. SEAM 18. THE SIZE OF NEW TELEPHONE 4 DATA LINE CONDUITS SHALL BE AS PER SUBSTANTIAL COMPLETION THE CONTRACTOR SHALL NOTIFY ARCHITECT CARNET AT DOORS AND ON CENTERLINE OF DOORS,TYPICAL SUPPLIER'S SPECIFICATIONS. VERIFY REQJIREMH,ITS W/OWNER Drown _ WITHIN FIVE(5)DAYS OF EXECUTION OF CONTRACT OF ANY MATERIAL 41. CONTRACTOR SHALL BE RESPONSIBLE IN PROVIDING THE OWNER A COMPLETE RW COPE DELIVERY WHICH COULD DELAY COMPLETION OF THE CONTRACT. SET OF'AS-BUILT'OR'RECORD'DOGIT'Ir7NTS. PAINTED SURFACES: R. INSTALL BUILDING STANDARD COVER PLATES FOR OUTLETS t SWITCHES. Project No. B 20. COORDINATE SCHEDULING,PROVISIONS FOR INSTALLATION,LOCATIONS,4 42. PROVISIONS OF THE AIA A201-GENERAL CONDITIONS,APPLY TO THIS CONTRACT 20. EXHA'1ST FANS SHALL BE SILENT RAINING!SHALL HAVE A MINIMUM EIGHT(5)FOOT 2015.39MARC0 B INSTALLATION OF ITEMS FURNISHED BY TH OW E NER 4 BY OTHERS,FOR THE BY REFERENCE UNLESS SPECIFICALLY MODIFIED IN WRITING BY THE OWNER OR I. PAINTED FINISH METAL 4 MOOD TRIM SHALL BE SEMI-GLOSS ALKYD ENAMEL, LONG DUCT BETWEEN THE RETURN AIR GRILLE 4 FAN MOTOR DUCT SHALL BE CAD Fle No. PURPO5E5 OF THIS CONTRACT. THE FOLLOWING ABBREVIATIONS APPLY: ,pr-HITECT. COLOR TO MATCH ADJACENT IIIAI I UNLESS NOTED OTHERWISE OTHER SURFACES LINED W/ONE(I)INCH MIN THICK FIBERGLASS LINER DO NOT LOCATE FAN MOTOR SPEC SHEET OF-OI•OWNER FURNISHED 4 OWNER INSTALLED.OF-CI•OWNER FURNISHED SHALL BE LATEX,FLAT FINISH. PAINTED FINISHES WITHIN BATHROOMS 4 KITCHEN/ ABOVE CEILING OF ROOM SERVED BY FAN-LOCATE MOTOR ABOVE CORRIDOR Date 4 CONTRACTOR INSTALLED,CF-CI•CONTRACTOR FURNISHED 4 CONTRACTOR GALLEYS/PANTRY SHALL BE SEMI-GLOSS ALKYD ENAMEL OR OPEN AREA CEILING. PROVIDE SPARK PROOF MOTORS OR EXPLOSION PROOF DECEMBER 10,2015 INSTALLED,AND OF-OI•CONTRACTOR FURNISHED t OWNER INSTALLED. MOTORS FOR LOCATIONS INVOLVING FLAMABLE MATERIALS(ONLY IF APPLICABLE) Drawing No. 2. PREPARE FOR 4 APPLY PAINT IN ACCORDANCE W/THE MANUFACTURER'S SPEC'S. 9 2L THE CONTRACTOR SHALL COORDINATE 4 WORK W/TRADES ON THE PROJECT FOR THE PARTICULAR SURFACE,ONE(I)COAT PRIME 4 TWO(2)FINISH COATS 2L ACCESS PANELS AS REQUIRED SHALL BE INSTALLED FLUSH UU CEILING<FINISHED NOT UNDER CONTRACT W/THE CONTRACTOR(IE.TELEPHONE,DATA LINES, MINIMUM APPLICATION. FOLLOW INDUSTRY STANDARDS FOR SURFACE PREPARATION TO MATCH THE ADJACENT GE WG FINISH. LOCATIONS OF ACCESS PANELS ARE TO 4 APPLICATION ENVIRONLMENT(TEMPERATURE 4 HUMIDITY). SE REVIEWED WITH THE ARCHITECT PRIOR TO INSTALLATION. /� ■ 0 FIRE ALARM,ETC.). ANY CHANGES OR DELAYS ARISING FROM CONFLICTSH A BETWEEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR A AT NO ADDITIONAL EXPENSE TO THE OWNER © COPE ARCHITECTS,INC.,2015 gatiNI ..o... maw:COS mama,K. _ of 1 I 2 I 3 I 4 5 I 6 1 7 I 8 9 I 10 I 11 I 12 13 I 14 Catch Basin _ Found 1 .. - , d-- - �� ,a Property Corner r /21/2u Iron Rods• K on Rod .. _. Also • � -�, 2f,Iron :;: :I:L•' ;:R, ,f-Zero Lot Line in PVC cu r _'� Adjacent bo oi• ng uildin - 3 l 9 i` v riiif/i iT'•' .2� 0 3N h Cup 0.1 5 East) s Y 7 , , .it.---.' '.: .!'..••,.',.: f / 2f• 'f :r' Lot 33 i • • • �4.: Lo. •• s(-` Block 125 ' • • • 0.2 Ba ,9�f.' I cic a 2 J`.j .I • fit.:!:... ++},_;;. -,�f is .j.- ^� �sd\ •1 3;'•;.%,—1 " ',(' . :.i ; � . :.;' :I.'( , '.' • • • (L'ot 23. o' Lot 32 It..' 1 •• ,; [, 7`... •.•,'. •.' •• Brock.1z5:• cs Block 125 (�( _ .� .,. .,,. .,. ,. :>�f' / • :.••, .,.. .,•.. .,,•. PROPERTY ADDRESS: Y : /[ 9 55SEAVENUE 7TH A y .—� °O -.: • • ��/l i� 4 I D_LRAYBEACH FL 33483 k S�:f; C• 4•11,;'N:, ;t'•�• •' A 23.1' '. ••A A i�O u ,,.' •'i •i.ot:24'` .. o FLOOD ZONE."X Y:,. :iE. e.••. .,.• ' n-1 ' � •` Lot 31 Panel No: 125102 0004 D �: ;?•j�.. i One Stot}r •.'Z s ae,yop{ ; ° Block 125 Date: JANUARY 5, 1989 ;:'': •,. , , Residence /' ! :1 'I �i.•. :.' • • o ,, .. CERTIFIED TO: :• : : ::;:z{"`r 'rr;F: !:•-.:::✓, :: 11 . . 1 — /� I 1.MIAN GROUP LIMITED PARTNERSHIP '` r' I i /, 2.JEFFREYA.LEVINE,P.A. '' : _:r.j{l_ .i cl, jy � •:'Y' '" 3. SIMON&SIGALOS,LLP :"Y:' :'.ti--:L•..:••: �:•;, i .,.• (.° ( / •Lot` , 1 • / / :.•` . 5'•' 4. COMMONWEALTH LAND TITLE INSURANCE COMPANY :; ;;::::: ::.:':,::V:,'1 :',.' i; '. foclt•12, it`:� •.,•` ••`,( .;. ..•..•-•:.,••.:,• 26.2' 1s/���� ///1///% ///�//U///'//////// _ • ; 3•,': ' Lot 30 LEGAL DESCRIPTION: LEGEND ;'•:.:•:•.' •.•.::•• ::.. I' ' Block 125 I.1:; :-y: _:-=-_;•.;.: •: -:xl. 'lc? 4, fi ,• r¢ A PART OF BLOCK 125,DELRAY BEACHFORMERLY THE TOWNSITE OF +' '� "' ' { LiNTON,FLORIDA),ACCORDING TO TH PLAT THEREOF RECORDED IN Buildin ° ti i I'i//7,'9i////. r.t::': '.•:`'`:;:,::: ': �::� .l,: :: p .' ' ��L , +� PLAT BOOK 1,PAGE 3,PALM BEACH COUNTY RECORDS, BOUNDED r.+; i °� s Wood Power Pole �Lr�h�lt �i';:= - � - - °=�� "_ _._._.__ _. .___._ 4,- , AND DESCRIBED AS FOLLOWS: • X "" '''`'`' ''' 100 00' �,, BEGINNING AT THE NORTHWEST CORNER OF SAID BLOCK 125, SAID ' in' "4'''."`=::-:'`'.``> I" o �, POINT BEING ON THE SOUTH LINE OF ATLANTIC AVENUE RUNNING g °nfrete, i :;:. :::-..---:. • - ,':, . ' Found �:;: :;;:ti:; ' -.1 11• _o 1/2" -Found 2 x2 X i , O Iron Rod Lot 26 THENCE SOUTH ALONG THE WEST LINE OF SAID AND THE EAST LINE L-—Centerline :'i `� Block 125 Concrete OF BAY STREET A DISTANCE OF 463.6 FEET TO POINT OF BEGINNING; r Wicap (LB 353 0.S.o.) Monument THENCE EAST PARALLEL WITH THE SOUTH LINE OF ATLANTIC AVENUE L--Extensionline X (0.73 South, 0.44 East) A DISTANCE OF 100 FEET TO A POINT;THENCE SOUTH PARALLEL TO THE WEST BOUNDARY OF SAID BLOCK 125,A DISTANCE OF 100 FEET Property line t Also Found TO A POINT;THENCE WEST PARALLEL TG THE SOUTH LINE OF X Easement line South Line Lot 27 1/2"Iron Rod ATLANTI C AVENUE A DISTANCE OF 100 FEET TO A POINT IN THE WEST �—. .- Wire Fence ` "- ' ':°' 1 LINE OF SAID BLOCK 125,'THENCE NORTH ALONG THE WEST BOUNDARY __ -_•I W/cap (LB 353 0.S.o.) LINE OF SAID BLOCKA DISTANCE OF 100 FEET TO THE POINT OF D— Wood Fence — t— Catch Basin (0.69 South, 0.14 West) BEGINNING;ALSO KNOWN AS LOTS 22,23,24,AND 25 OF THE Interior Lot Line UNRECORDED PLAT OF PALM SQL.--- ,� Notes: a `` rli 1)1 HEREBY CERTIFY this survey meets Minimum Technical Standards set forth by 5—Y�4-7 � the Florida Board of Professional Surveyors and Mappers pursuant to — r� _ Section 472.027,Florida Statutes. Date ,•; 2)The survey map and report or the co ies thereof are not valid without the Boundary Survey ,,- :_---i„..... ,:-..- 2) signature and the original raised seal of a Florida licensed surveyor and mapper. x � � r f 3)Underground or obscured improvements not located unless shown. � : 4)Dimensions are record and field unless otherwise noted. > t. 45, 51 Stated dimensions take precedence over scaled dimensions. S10070297 Update Survey JPM MDL 514 14 r 6)Thisfirm's Certificate of Authorization Number is LB 6788. Scale: 9 inch - 20 feet S10070297 Update Survey PH MDL 10-25-11 — West Palm Beach, FL. 33415 7)Additions or deletions to survey maps or reports by other than the signing party Mortgage Survey JPM MDL 7-29-10 or parties is prohibited without written consent of the signing party or parties. o i° 20 30 40 50 Job# Purpose Field Drafter Date' t 551I 73-775� Fax78-1094 t 1, 1 1 2 I 3 I 4 I 5 1 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 1 15 I 16 I 17 i. N PROJECT DATA (NORTH LOT): PROPOSED TOTAL LPn(ND FLOOR AREA- .-2,11aO0 50.FT. .-422%0-817E / � GENERAL. GR 4D INC NOTES: G N PARKING 4 PAVED AR=^5- ..5612J0 SG2 FT. .-)9.3x.C1=SITE // 1'-6. / 35'-a / T-6. o OPEN LANDSCAPED SPACE- .-1,,163.00 50.FT. .-353%OF SITE (7.E SIDE YARD BURDIYG SETBACK) (7S SIDE YARD BUILDIN SETSACI0 1.)UNDER NO CIRCUMSTANCES SHALL THIS PROPERTY BE GRADED SO THAT STORM WATER EATER BODIES(POOL)- •-160 50.FT. .-32%CF SITE RUNS OFF ONTO ANY ADJACENT PROPERTIES. TOTALS .-5,000)80 SO-FT. 12,0x OF SITE 2.)SEE SUFFICIENT PROPOSED FINAL GRADES AND ASSOCIATED DETAIL INSURING STORM i WATER DOES NOT FLOW ONTO ADJACENT PROPERTIES. Y M PFQI<ING DATA: FMoUIRED PROVIDED 3J PLEASE SEE SURVEY FOR EXISTING GRADES 0ALL PROPERTY LINES 8ONALL ADJACENT u Z ADJACENT PROPERTIES.MINUMUM TWO(2)GRADES PER PROPERTY LINE. as O M rum-MJ FAMILY IROSIDENTIAL: 8 I 4)PLEASE SEE FLOOR PLANS FOR FINISH FLOOR ELEVATIONS OF ALL STRUCTURES WHICH ARPALL m Sy GJ TWO(2)PER HOUScHOLD TWO(2) MINIMUM 1B'ABOVE THE CROWN OF THE ADJACENT STREETS OR ROADWAYS. z K ONE GUEST(I)PER HOUSEHOLD o<L(I) I TOTALS: THREE(3) THREE(3) 1 5.)PLEASE SEE SITE PLAN AND DETAILS FOR MINIMUM 7'DEEP SODDED SWALE BETWEEN SITE'S PROPERTY LINE AND ALL ADJACENT STREETS OR ROADWAYS. <Z- LEGAL DESCRIPTION: EXISTING STRICTURE TO REMAIN I (AS PROVIDED BY THE CUNER) I 1 L {: - • ___.••PEATY LINE S_000'OTC E 100o'(S)' ______________ (Irk _�_� _ II L EXIBTM WOOD FENCE TO REMAIN 9 ' �— +—NEII WOOD FENCE TO MATCH EXISTS I 11 'mDOBTNG FENCE TO REMAIN , I — \y - i(1 Ks'MIN.REAR YARD BUILDING Se..._.-_.. I Adighk. irk .4e..d %/ t{�= i NEW W(10D fET1.E TO 1'1ATCH EXIBTI•Ya I I I z (r) SSEil- P PROPOSED LOCATION FOR A/C E I Y,,9�1 v /. S..10 I Z M J CCNDENBNG WITS a 1 ba emu: i% ,/'..�' 1 I z W m 4 01 %/lG% %( I I I W D Q ii $ o 'c %/ %%-4 Ig I w z — I � =u. g H k 0% j// � ' I O W Q . H o. " % / U mrn (J� SITE DATA: (APPROX.5,000.00 SQ.FT.OR +- 0.115 ACRES) PROPOSED LOCAnoN FOR RJ3iJ9E I"';' j !'/ Cil I I I In} .. / ,,v / NEW WOOD FENCE TO MATCH EXI8TW3 Q ZONED: RM (MULTI FAMILY RESIDENTIAL DISTRICT) I� �/ / a4 G %,M j i%�✓u �` �':'.,s. NEW b TALL BRICK PRIVAL'1"LL(4LL�?!CE UY GATE I W PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE / ..,I R F'ROPOBED LOCATION FOR POOL E011 ((' esl_ _I I I 0 V WW /� }�� :I R- NEW 'TALI.Oil PRIVACY I14LLhENCE I I I ~ c G DRAINAGE tl"'lGE NEW 6'TALL BRK7CPRIVACY i ,% ITT+ { F i ____—_—_ o• \ \ NEW GATE AT WALL6tNCE T r— - .y.1 \ —1_4—__�_—_ _ CALCULATIONS (NORTH LOT): 11 �, M, b I4 I I I A I I I E Li 2 II TOTAL SITE AREA: 5,00000 50.FT. PROPOSED BRICK PAVER EIALYS, 1I�71 ,• r''. L- i N 1 1 I z IMPERVIOUS AREA: 3,231.00 S0.FT. OR 64.1% I 1 +�'; ' 3 I 1 z_ I I I ~ p FERROUS AREA: (.1634220 50.FT. OR 3535. NEW 4'TALL I'll PRIVACY W/GA ✓ ,V 6 s \ 9 1 I 5 WM F STORAGE TE(311R -tali. ST INCH 0-R1NOFr / I / i1Zr,\ I / I I I I 11 F €1 PROPOSED BRICK PAVER DRIVE. -i- �Z.,-(t erGy�_.L—_—a it T------ - r-�----�------ U WQ i VOLUME OF STORAGE REOJIED•C X I X A NEW 4'TALL WOOD PICKET FENCE ID4 TO1Va /\\ I I 5 I W Q u x UT-EF�C=(%IMPERVIOUS X 0.9).(%PERVIOUS X 03) I F— _ • C=(0.041 X 0232•(0353 X 031=0.6582 s I ! A "\ 2 I_—_--- F. F-10 ct E LL I•RAINFALL INTENSITY•I INCWI2•0.0533' Q / ADD�T3C J(,. 9r Al -. LINE N�• \ I o v I TR�/� 1""1 U1 O 3 _ A=AR._A•56100 S0.FT. - / I lr. \ 1 �� 1FF•. N S =W LL n _T. �____� TFEREJ=•ORE.REQUIRED VOLUME.06882 X 0D833 X 5 \ \ \ �_--- ^}�� _— O * *—_—_—_—•_—~�_- NORTH U Z 2 ' o p00•281 CUBIC FEET / P E L E 0•.00'(j THE PROPOSED l'D.X 1'-6'W.X 30'L..1141 F'A'ALONG THE NORTH PROPERTY LINE 4I L RETAN / ----- S 1 - I I <.Q z E A r1TOX 13125 0151C FEET CF WATER- I I 1 I Li Ill u Y THE PROPOSED 6'D.X 12'-6'W.X 25'L.SEAM F'B'ALONG THE NORTH PROPERTY LINE REAL I IETAN : I V>- �' .�", E APPROX 8625 CUBIC FEET OF WATER- 4 EXIST O[1 Tv I I • 1I d 1 O It THEFL-OnC,vOLUT1E PROVIDED•.2815 CUBIC FEET / I17-0' / / W-O' / I I I I I I O J O — \ --_6E—T E —_—_—_—_—_--_—_ W D (+-22'OF PAVING&50"ULTIMATE'R.O.W.) D Al ARCHITECTURAL SITE PLAN - WALE•F•1 '-0' z c oE I I ii =1 I ci >1 1 TI aI RW COPE B al SLOPE 'NL 5 1W i' OPE 'CI Project No. sOpE SL W 2015.39MARC0 B O L— CAD.File No. �� iId' 1 SITEPLAN DECEMBER 10,2015 SYM13OL .'S LEGEND: A2: WALE S CT ION '4 ' A3: WALE SECTION .6. Drawing No. NOT TO• F I NOT TO SCh F I I d0 EXISTING TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY A e`� PROPOSED NEW TOPOGRAPHY(FINISH GRADE) © COPE ARCHITECTS,INC.,2015 of 1 I 2 1 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 ' 15 � 116 K� I 17 I 1 I 2 I 3 1 4 I 5 1 6 I 7 1 8 1 9 I 10 1 11 I 12 I 13 I 14 1 15 1 16 1 17 N PROJECT DATA (NORTH LOT): �� / / 50'-0' / 50'-C' / o N PROPOSED TOTAL GROUND FLOOR AREA- •-2,110.00 50.FT. .-422%OF SITE PARKING 4 PAVED AREAS- •-96100 50.FT. .-193%CF SITE / T'-6' / 35'-C' y T'-6' / 1'-b' }• 35'-0' y 14' / OPEN LANDSCAPED SPACE- .-I,16300 50.FT. •-353%OF SITE 6'C WATER BODIES(PAL)- •-160 50 FT. •-32%CF 517E / / �TOOTAAL�SS 0.•-5,00000 5 FT. 100%OF SITE PARKING 1 VKII` DATA: REDJIREO FRONDED oM Fri-MULTI FAMILY RESIDENTIAL: - TWO(2)PER HOUSEHOLD TWO(2) I ¢ ONE GUEST(I)PER HOUSEHOLD ONE(I) _ TOTALS: THREE(3) THREE(3) - ._ LEGAL DESCRIPTION: EXISTING aTRICTURE TO REMAIN ` Z (AS PROVIDED BT THE OIINER) - 1+` _ � 1 PROP-•. \r r - ;.a.oB s _ _ 41-44. i--� /_ � ':1� �, �� __ • _ fie L \`�N f dam . - r.. A y.,. -v�-�j L it EXIBTIJG FENCE TO REMAIN — .,- it �,r i •�,1 :_ \---1.1 W ice'7�4{�)%'.l, �\\ ,Aides REMAIN - PROJECT DATA (SOUTH LOT): - _ , ,,-Millibli.'�� __— T�G, ETO ���fir) ),' to wN.. .Y...:�t --:ee. `�1 T�I, j j l•-- �,.Ij rt . SCK rtSPAC . /r / lK LJ Al vim/-. ' ' 1'1 e , j % , PROPOSED HRICIG PAYER WALKS,TYPICAL �i'- -jam ,' -. ` 14 /\ y�/ ii//o„/„.„ .1/i/, / J ,, 1 — PAWING DATA: ''� �7— ' - .. 1 )// j j /.�:�Y// ""i%%j ` - R1'1-MULTI FAMILY'RESIDENTIAL: I 111` P.' WW2-0/•� 1 / %/ •'% , ,� / 11:1U(2)F'ER R HOUSEHOLD TWO(I) e7 �i' ;v." ' `' ` / ,.!/ I-4, '`- PROPOSED LOCATION FOR BCFi£QNEp REFUSE COLLECTION W CPE GUEST III PER HOUSEHOLD H E ( 1 /�%%: ,�;:t;ilk\ 'i 1j / 1111 U TOTALS: THREE(3) THREE l3) .•.•�,%"/ �'(�� 111 /-" NT711 FENCE TO MATCH EXISTING 07 NI / : :a ,. I j//'✓ _L-� I NEW GATES TO MATCH HEW FENCE cr LEGAL DESCRIPTION: PROPOSED LOCATION FOR A/C %. ,.,:,,,i," jli { / I Y I I$ wQ LLI¢ p (AS PROVIDED BY THE CI:NER) 3. CONDENSING WITS o ruI ai, %%%%v % ., r 1. .--',._►� I/% % j u I' z_L }} _ 2 8, •a. /.....:. ,/Oj/ %///A ` FI��I^ / ✓, . , ® ■ 'o , >z F- w -o ''V Vm/� //�/ '%1... rI, !/ g ~~�-= e . IZ ALL Arivr-,,,,. .1 / AC/- :,,i IN E F I-- - H H wy. A ��� a• ?�� jv j:��jdy ,f-1�2:y j / LI ■ it U['Pr' CJ" 1TE DATA: (APPROX. 10,000.00 SQ.FT_OR +- 023 ACRES) PROPOBEo FOR i v. j �U/l�- < � s j i �y ■ Ia � ZONED: RM (MULTI FAMILY RESIDENTIAL DISTRICT) r~ i/ ■ Q - 11 :,M j � C'_\ ` /:� La I! I6 PROPOSED CITE STRIP DRIVE(MATCH HISTORICAL 2 1 j O SINGLE FAMILY !RESIDENCE pr PROPOSED USE PRIVATE IN LE LY RE DE E �,�r�Psi.E - .,.I ,�,—�, .�-l'f' � I 1 III '''..Mill j : : W o F a f 1a V ,l _, I I = w� NEU 4'TALL all PRivacT WALL r i0 f ' 1 1 l 1 1 '1 I ' 4 I. ■ a O G DRAIN/�� ;u_ I I ak,/ .x�.., , , J■ ■ I —_ - o AGE NEW GATE AT 111^I I AFNr \ �' I c: A•� 1, �'K ti s p ��►�• I 25•MIN F 19%RD BUllLING SETBAIX UNE = ■ I U m - CALCULATIONS (NORTH LOT): PROPOSED BRICK PAVER \I• �ii`/1:,,,,,' . •�I� � \I Il I iii \ tr 1 PROPOSED BRICK PAVER LLlALK9,TYPICAL Z ro 1. TOTAL 517E AT2.+=A: 5/D0DE0 50.FT ��7 / /- //�/L .1• / .�..; Fil 1--1 IMPERVIOUS AREA: 323100 50.FT. OR 64.1% V\r`r4 fe. / • TI'I! `��, /�• s..^,,,, PERVIOUS AREA 1,163.00 5(l FT. OR 353% :F.- -i4�'�r-� ` ' \may, ��, ,\� PROPOSED 4'TALL O7)PRIVACY WALL,F£NCE W a x NEW 4'TALL O'U PRIVACY'- T\•�c, r 4 D ^•�i o F § % Pf��ia �I > \ �l m STORAGE REQUIREMENT•1ST INCH OF RUNIX-r S@ PROPOBFa BR1GK PAVER - +• / `�—t I� •�\�,/1f/ /— \ \ ,♦ y t ..-i.1. /• _h /i. I 1 1\`,� I f. `� mow— \ W Q - "o vour-E OF STORAC`REQUIRED•C X I X A >J ✓� A z%11 -,,,A,,,,- , '\ I ���I �%i \``I ��, ,I��%J '\ W a WHERE G=(%IM1 cRVI0U5 X 0.91.(X F'ERVI0U5 X 03) Q m i�`4�13►>�. _-. �w��_��'/- / � 1____�_— r F D: z C=(0b41 X 0.9).(0353 X 03)L.0b882 9 NEW 4'TALL IA'JOD r1 p. !^p;Tl\`J+n i \ // -::::-----N , `w \ R N N J _ I•RAII,FALL INTENSITY•I PJCH/12•0.0333' p '1r•`sne/ita5�`ROW I .\I �1;�� ` - //�`a ■ _— T' " N S =W S A=AREA=51000 scl Fr. \ \ \ —_ Air �� .-� .,• -- - i , a H O -. .N RTH U Z 3' THEREFORE,REQUID vOL ME•06882 X 0ID833 X 5,000•281 CUBIC FEET � -��• v� k, r,.,,, I PRDPERTI LIN:5 00 jit•) 10.00•(s rA THE PROPOSED 1'D.X l'-6'W.X 30'L.`+1>DI F'A'ALONG THE NORTH PROPERTY LINE SHALL RETAIN ,// lo•�s2/-•!` - 1O'VISIBltm TRIANGLE I1 1 ) 1 ` 10''5151 4` GtF' ' 10 IVISISuii1'TRIANSLE W E APPROX 13125 CUBIC FEET CF WATER- ( V w E THE PROPOSED 6'D.X D'-6'ILL X 25'L,,,al E 13'AEON:THE NORTH PROPERTY LINE SHALL RETAIN / I t APPROX 15625 CUBIC FEET OF WATER- T 1 I I I ' I W D_"'I} u o 1 P. f` 1 I 1 EXISTING 5' DE CONCRETE mn1 OW TO REMAIN.TYPICAL -U o WI THEREFOrt,voLW1:FRONDED•.4815 CUBIC FEET EXISTING CURB CUT AND DIVE APRON 0 REMA O- EXISTD CONCRETE CURB 4 GUTTER TO R -1A5�,TYPICAL U Q - LU DRAINAGE • — -------------( -SE -,4u --------- ----- - D (i-22.OF PAVING 8 50-ULTIMATE.R.O.W.) D CALCULATIONS (NORTH LOT): - TOTAL SITE USARA 5p00P SaFT.. Al COMPOSITE UTILITY OVERLAY PLAN - IMPERYIOUS AREA 2920D0 SQ.IT. OR 56F% PERVOUS AREA: 2,1130.00 S0.FT. OR 43.6% STOR REII AGE REOJIENT•1ST INCH CF RINOir SCALP I'•IC'-0` . z C VOLUME OF STORAL RECdIIIZaD•C X I X A C Rl ETA C•(%IMPERVIOUS X 0.32.(%PERVIOUS X 03) T-6' I1•-6• T-6' C•(0564 X 0:v•(0.436 X 03)•05201 a I•RAINFALL INTENSITY•I INCW12•00833' t^ t^ 1z - J^ A•AItA•5.00050 FT. ' `o - THEREFORE,FEOJIRED VOLUM•05201 X 0.0833 X 5,000•211 CUBIC PEST 7I I 12 .-I I I' 7I I 19 a a- THE PROPOSED 6'D.X 1'-6'W.X 62'-6'L SWALE'C'ALONG TIE NORTH PROPERTY LINE SHALL iETAPI r I I rD r 1 µI 1 m �, 1 rD Drown AFT'ROX 2345 CUBIC FEET CF WATER- wI I„ ,,I I O wI < I Project No. o co o, i, 0 3 co B THEN rOi�,VOLIi'E PROVIDED•.-2345 CUBIC FEET a1 SLOP, m SLOPE I W a1 SLOP, N SLOPE I W a1 SLOPE LL SLOPE ;w 2015.39MARCO 9 � 4:_.....--- ! CAD File No. COMPOSITE PLAN 'F I I Dole SYMBOLS LEGEND: A2: 4UJALE SCTION 'r�' A3: WALE SCTION ' i. A4: 4UJALE S1,�CTION .F. DECEMBER 10,2015 Drawing No. NOT TO•.Ch1 E NOT TO S I F NOT TO SC11LE I A •" EIOSTING TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY . A ,,r'' PROPOSED NEW TOPOGRAPHY(FINISH GRADE) © COPE ARCHITECTS,INC.,2015 Of i 1 I 2 I ' 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 15 a.o•>I t6 I —17 i I I ( I 13 11 14 I I • .` -OTAIE KENOS AS REQUIRED 5117505 ON METER BOX BY CONTRACTOR. -AVEYENT 18 MAX I WR NO.EDAM-1]W-15HE% REFER TO STANDARD METER BY an BOX W HEXAGONAL. PRWUCIS 115T5 SHEET PRESSURE TEST DIAL ROOD SCREW DENT SPRING Eel= j GAYER MARRED•S• 9'l-2 FOR METER BOX BRASS CURB STOP N AND LAVER TYPES STINGY BALL VALVE WITH -,����,�,A,�. GLIDE STEP MITE BRANCH(NO TEE PROPERTY I I EXPANSION JOINT SLT°N+OARO PREDICT UST) REFER TO STANDARD CONFIGURED FITTINGS) UNE I MATERIAL G 19Na(SEE �` BONNET I SPRING RETAINER N POUR CONC COLLAR �� PRODUCTS LASS I CHECK SPRING �� ALTERNATE I TO(RAGE POLYETHYLENE NBNC SHEET SPl-2 FOR POLYETHYLENE TUBING o SLOPE UP TO R. ADDITIONAL RISER AND BEND I W SODDED AREAS SDR9/3468ill METER BOX AND SDR9/3408 BALL SEAT({REO').) 1/8'PER FOOT MIN. INHERE CREATOR xwcN DEPTH PAVED f ••1 ` COVER TYPES - •0•RING SEE NOTE NO.1 i___i ` SHORT SERVICES �� SURFACE-....,,,,1 .`..:..... AA 'v ' I sERha ONLY n VENT DISK I ADAPTEVALVE R((REob.jD.) - ROTATE BEND is ;//'•Q'%\�/�i� c' %�\/1\\\' I� �•�� BRASS CURB slop I • AS REQUIRED . �jl . I •/\ METER Box BY -- WM LOCI BALL NA1Uc\ 1 OSC HOLDER - \)' 1 •i' PROPERTY CONTRACTOR wIH LOCWNc RAMS (fin : • LAY ON 60 ' YIN.6�PVC SOR 35 j ,.%. \� UNE "Erth BY an 1111 (SEE STAND RD n f \ ABOVE THE HICHESTo M M UNDISTURBED SOU- �// 'Y BRANDBRASS PRWUCT US LONG SEANCES 45� DIsc HOLDER zMAX INVER7ED 11WEADED ✓. / WUPRESSION ( G) OUTLET-NO ro BE INSTAUED 12' SLOPE IlP ro R P.V.0 PING 4I 18'X 24'SG CONC. (SEE STANDARD CEANOUT ON EACH BRANCH SCHEDULE 40 R/W SADDLE WITH BRASS PAVEII'T.TO EXTEND 5 REWORD WITH BRASS CORPORATION ST GUIDE(CHECK) - MAKE SERVICE PVC CLEAHQUT CORPORATION STOP(SEE THE EDGE OF PAVEMENT PACKING HUT(2 REO0.)SANITARY DOUBLE SERVICE (SEE STANDARD PRODUCT LIST z- •xW RAM 6•YIN.SERVICE LINE R/W UNE 4'-45'WI NOTES: o H RC`PEkTY LINE 4 -45'WYE NOTES: TEST COCK(2 RECTO.) �I 18' 1. SUCCE55VE TAPS INTO ME WATER YNN SHALL BE SPACED A MINIMUM OF 18' 1. SUCCESSVL TAPS INTO THE WATER MAIN SHALL BE SPACED MA1C ON CENTER. A 41NIMUY ON 18'ON CENTER. L R/W OR FIGUFNT UNE 2. SEANCE ONES SHALL NOT BE PLACED LAND R DRIVEWAYS 2. SERVILE ONES SHALL NOT BE PLACED UNDER DRIVEWAYS. L TOTYPICAL IRRIGATION SYSTEM I GRAVITY 3. ALL METERS REWURE A LOCKING MA55 CURB STOP WITH LDIX WING(I'YWJ- 3. ALL METERS REWIRE A LOCKING BRASS CURB STOP WITH SANITARY SINGLE SERVICE PROPEIRTY UNE SEWER 4. NO FITTINGS BETWEEN CORPO ATION STOP AND BRANCH ASSEMBLY. LOCK RANG(T•MAC). ANTI-SIPHON PRESSURE TYPE SEWER MAIN --, I.'� , s MAXIMUM SEANCE LENGTH Is HOOP rO METER. 4. NO FITTINGS BETWEEN CORPORATION STOP AND BRANd VACUUM BREAKER 6'YIN.SEANCE UNE I 3'MAXIMUM ASSEMBLY. - 3 6. CASING PIPE LD.SHALL BE SERVICE OD.PLUS 1'MINIMUM. NOTES: 1B' CEANQUT 7. MINIMUM BEND RADIUS CN SERVICES SHALL DE 14•ON ALL SEANCES BcHU'ND 5. MAXIMUM SEANCE LENGTH IS 1o0 TO METER. MAX•I k METER 6. CASING PIPE I.D.SHALL BE SEANCE 0.0.PINS 1•MINIMUM. 1.WATTS REGULATOR COMPANY OR EQUIVALENT. o R/W OR F•UILFNT LINE PLUG TO REMAIN 6. METER SIZE HILL BE DETERMINED BY PUBLIC UPUTIES DEPT.UPON APPUCATON 2.VALVE SHALL MEET OR EXCEED THE/.SS.E.BURN AND w NOTE: W PLACE UNTIL FOR SEDUCE 7. MINIMUM BEND RADIUS ON SEANCES SHALL BE 14•. 6•X 4'HARD].PVC REDUCERON ALL SERVICES BEHIND METER. USCF,REQUIREMENTS. REOD.FOR CONNECTION TO CLAY 9. ALL VALVES TO BE BALL VALVES 1. SEANCE LATERALS SHALL TERMINATE INSIDE PROPERTY UNE A DEPTH PLUMBER WAXES S METER SIZE WILL BE DETERMINED BY PUBLIC UTILITIES DEFT.ALL SHALL ALSO BE LASTED BY IAPMO2 K SERVICES ONLY.(DONUTS HOT ALLOWED) CONNECTION 10.METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. UPON APPLICATION FOR SERVICE (UPC). - I( OF 3 FEET AND MARKED WITH A 2•%4•TREATED STAKE 11.ALL STANDARD NOTES REGARDING PRESSURE TEST LIMIT AND PAVEMENT APPLY. 9. ALL VALVES TO BE BAIL VALVES. 4.USE OF OTHER PIPE MATERIALS WM APPROVAL Cr DEPUTY D6t Of UTILITIES 2. CLEANOUT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSHBUTY NOTE SEE DETAIL PW 9.1e FOR FURTHER INFORMATION. AND SHALL BE INSTALLED BY LICENSED PLUMBER 1. INVERTED NBA,CAP SHALL BE USED W CRASS AREAS IN LIEU OF CASTING AND 5.ABOVE GRADE PIPING SHALL BE PVC OR COPPER. U • 12.ABOVE CONADJRACON APPLIES TO PLACEMENT AT SINGLE FAMILY RESIDENCES • 10. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 3. SEE DETAIL PW 2.1 FOR SEPARATION REQUIREMENTS CONE C.I•R FOR DOUBLE SEANCES PLACED AT MULTI-FAMILY RFCDFNCES TIE TWO SERVICES ' 2. MINIMUM DEPTH OF SERVICE LATERAL SHALL BE 3 FEET. SHALL DE PPACED WITHIN A DOUBLE METER BOX. ANTI-SIPHON PRESSURE TYPE VACUUM BREAKER - SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL RESIDENTIAL CLEANOUT WW 5.1 TYPICAL DOUBLE SERVICE CONNECTION PW 9.2 TYPICAL SERVICE CONNECTION PW 9.1a PW 10.3 W J I I III DR OD l2 iN. ON U.Y R STEEL OR V' WHICHEVER 18 GREATER EXTRA STRENGTH FILTER FABRIC i'OQU POST sr •\ 24'MAX.WIDTH(2-WAY) NEEDED WITHOUT WIRE MESH SJPPORr FENCE POST W OT R/W uNlE55 ODIEAWISE (WOW OR STEEL) :II ,�•_SHOYW ON PLANS FOR ADDInONA STRENGTH En FILTER FABRIC MATERIAL CAN o W Q BE ATTACHED TO A 6-W01(VAX) - FABRX 1 YESI WIRE SCREEN wIR1 HAS u.; / I~/� P. _ fCORED WWTCU �6.SIDEWALK CUT BEEN FASTENED TO ME POSTS �' :, 'FLOW i / ..0'MW_ v' Uzl�' ~ • i } CON�N���'}� AK ••1,...1+'""v 'I���� FL`W RU... a / ." LL ¢LL 1-1/2-SAND BEDDING EXPANSION / (4'GONG) :i „ �„:� r•• / = W �{ t2'COMPACTED sDBGRADi 1/ 'Sw;1t 1„ '" �_Fl=W / I �� ��`'•� O (� TO S O PER ED SHTO r-180 • I .g.tg. Mi. .. g lw- _ CnFWMK RAG %((Y••/ :l'.41.4„a•, ate•• a.o...:- O!t" U H �,I / �..Ir •`fit`,! A •u� •a!:" C U wQ W QUISDE RIGHT OF WAY{'WHEAOC(BASE "d4J":.":'%J4 ti?:c'o %"' to Fr.LUX.SP WITH RARE SUPPORT FENCE DIG a-RAIDS 4 4•DEEP / ......,..--F, !'•!' ►•a JE'c N m I•- CSIDE RIGHT TO SBX PER IRAs Hro T-LBO. .So\�.x..'s I'.ry.•0,S4T`• •- I/4 INSIDE WRIT OF WAY 6'LWEROCX BASE COMPACTED TO c 6 ET•MAIL SPADING wMOUT WIRE SUPPORT FENCE B•OaiABRIG AND d �� •• AGGREGATE, ,a S Ln} V/A saX PER AASHTO T-1B0 OR 4'ROW-ABLE FILL(100 PSI.WC) (SAME AS OF -�� ANCHOR W/COMPACTED BOAT/RAY RIG I- ONTWAI) PAYEMUIT BACKFlLL MATERIAL - NOTES: OTY PUOUC ROAD INSIDE RIGHT OF WAY 8•UREROCK BASE COMPACTED TO MI •_p• I.THE HUGT OF A SILT FENCE SHALL NOT EXCEED 36 INCHES(90 d). SILT FENCE SECTION W p 98Z PER AASITO T-160 OR 6'FLOW-ABLE FILL(1pD PSI N.) I 4 ° HOT TD SCALE (7M•) 2.THE ME BA FABRIC SHALL BE PURCHASED OF IN A CONTINUOUS ROIL CUT TO THE LENGTH THIS DETA . NOT USED F- P. PLAN OF THE 6ARE6aR TO AVOID THE USE .Howls. °• B• 6• 3.POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET(3 M)APART AT THE BARRIER LOCATION A PAVER I I I 2'RADIOS NOTE: SDEWALII SHALL BE CONSTRUCTED THRONG DRIVEWAY. AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES(30 CM).WREN EXTRA _ - STRENGTH FABRIC IS USED INTNOUT THE WIRE SUPPORT FENCE.POST SPACING SHALL NOT -.----.1En--_---M ER --- p PCOAN R • ENT COLLAR EXCEED 6 FaT(1.8 IN). PLACE THE END POST I , -v a-- SHOULD EXTEND 4.A TRENCH STALL BE EXCAVATED APPROXIMATELY 4 RICHES(10 d)WIDE AND 4 INCHESV • I•I UNDER ONE FULL 10 CM)DEEP ALONG THE UNE OF POSTS AND UPSLUPC FROM THE BARRIER H.�� OF THE SECOND 'R NO INTENTIONAL SPACE • c - .. -_•,.-.. ( + .. INSIDE THE END POST TI li - SPACE BEEN PAVERS •' 1-1/2• WIDTH aF BRICK 5.WHEN STANDARD STRENGTH FILTER FABRIC IS USED,A RARE MESH RAPPORT FENCE SHALL OF THE FIRST FENCE Z rcW BEDDING BE FASTENED SECURELY TO THE UPwOPE SIDE OF THE POSTS USING MEAN DUTY RARE ROTATE BOTH POSTS AT N• 1 1 .. 8•SO DYER COURSE °Y STAPLES AT LEAST 1 RICH(25 NM)LONG.TIE WIRES OR HOG RINGS. THE WIRE SINE LEAST 180 DEFJLIES W A CONSTRUCTION H ENTRANCE SHALL • p EXTEND INTO THE TRENCH A YWWU4 OF 2 WG4S(5 d)AND SHALL NOT EXTEND MORE ,`1�-� CLOCKWISE DIRECTION TO CONSTRUCTED TER(FOOTAND CONTAIN AN A GATE LITE8 THAN 36 INCHES(90 d)ABOVE THE ORIGINAL GROUND SURFACE J. CREATE A TIGHT SSA/ LAYER(FWT AGGREGATE N0.1),AT a CI V O a CONCRETE BAND _ THE STANDARD _ RAM THE FABRIC MATERIAL 6-INCHES THINK. IT RUST EXTEND TO • V/]PI- 4 F 6 AND B INCHES(DO d)OF THE FABR C S STRENGTH FILTER FABRIC HALL BE EX ENDED INTALL BE STAPLED ORWW1, mE MFNC.THE TO THE FENCE. DIRECTOR OF RUNOFF WATERS EGRESS AREA.VET9C AR BEARDS AND S W Z E Y - OR•`TYPE CURB 3000 PS >Q &GUTTER CONCRETE :. •• '. 12'COMPACTED FABRIC SHALL NOT EXTEND MORE THAN 36 INGWS. (90 CM)ABOVE THE ORIGONAL I 4 I DRIVE BOTH POSTS ABOUT 8 TO 900E GROUND SURFACE. --� tg INaH6 INTO IIHE 4•LWEROCI BASE COMPACTED TO 985 PER TO 981E PERGROUND AND BURY_FEAR III I-•• U NOTE: AASHTO T-180 OUTSIDE RIGHT OF WAY. AASHTO T-1B0 7.THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. f I-Q z IF art APPROVES PAVERS TO BE USED W LIEU OF CONC. B'UMESHTO OCK BASE �O TT COMPACTED TO OA98X PER B.ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN(PPP). ly(0 0 S A• - SIOEWA K PAVER SHALL BE HalAND-STONE.45'HERRING 4'FLAW-ABLE FILL(1 W P.S.L YIN.) 9.ALL PROJECTS 1 AC OR MORE MUST SUBMIT NOTICE OF INTENT(NO)TO FDER. ATTACHING TWO SII T FFNCFS = e BONE RED/CHARCOAL COLOR MIX 12 NOT 7D SCALE , `2= • SECTIONSILT FENCE INSTALLATION DETAIL D 9.1b - ABWZED CONSTRUCTION ENTRANCE DETAIL D9.1► ce\uu. PAVER BRICK SECTION SILT FENCE INSTALLATION DETAIL D 9.1a E DETAIL RT 10.1 PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 Sheet 1 of 2 Sheet 2 of 2 Q v m}� E V 20'D.I.P.MIN. W H Q= QUIET FILTER INSTALLATION LEAN AND GRIDS I 1 NET Q GRADE d 6A - ii CENTERED NXNRnm I MAX DENS YW.95S UNLESS OTHERWISE 10'-0' 10-0' O ID{ MAX DENSITY PER 1/4'PER FT.SLOPE SHOWN ILA WITHOUT FRAME AND GRATE ••GE 1/2•�-�TO T-9D-\ '= `-.TILL; -1T_p1�Q=k1=- V D - R••4US� R LINE \ EXISTING -L I TYPE'A' ''SECTION A-A • PER 1 W. 18•I6et-7 A)- GRADE ' ��TYPEDUCTILE IRON PIPE FA.O.T.- • AS NECESSARY RARE WIRE SUPPORT. -YOU ID 6a6•.5/5.A 49//1W FL OF pA EMEN T.900 h DEN% I I 7 ffi -�R- 5PE TONS SAWTARY/STORY SEEDER MAIN D p WELD RARE SUPPORT.EXTEND 6•TUN.AT SIDES O PAV4]IEN TOPSOIL I i /w- ..•9 MIN. III (6 MST.) VARIES -- • 414414% 6•MIN. \� FILTER FABRIC M'�O% I� PA.A \ F. _ [� \ `TYPE• JOINT �OP. 1�11100!".. .-fti .."-- 0'f" SECURE FILTER FABRIC 1 I¢ •RB RAMP :> 102====�.- - . -ID FRAME AND GRATE .A. 2'OF 1•A;rLED PER FOOT TYP •B JOINTfr_ PLAN 'C INLET FILTER I/ V °.41 t/4•a :_ 1/ FL 11-1/2• ° at llorrNsa,Wass vNaPenr Iuws) t� : I % 1 =_ M�M'i TWIS DETA NO USED x�,� - fl ;�a I• N• NOTES: o " _.. .. SWALE ar M9ON • T EZ FILTER FABRIL�a a • SW 932-11 -SE 1.STORM AND SANITARYA VERTICAL CROSSING UNDER INCHES MAINS SHALL BE INVERT TO UN <- 9]2-1.1 •D.T.STD. TYPE �B- UPPERS A MINIMUM VS CROWN DISTANCE OF 18 WHEREOFTHEOFPIPE. TW14S IIUIWUM SEPARATOR Drown ►.�.:�_ CANNOT BE MAINTAINED.THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE NOT ID SCALE T:-►5A S 24-STD •DEWALK JOIN JOINTS AND W TER MAIN JOINTS ARE EOLDISTANT FROM PONT OF CROSSING MTH NO NW COPE NOTES: NOTE: LESS MAN((10 _FEET BETWEEN ANY TWO JOINTS AND ROTH PIPES SHALL RE DIP..AND Pf0 CL N0. I.ALL 9DEW SHALL BE CONSTRUE • DRIVEWAYS THE MAIM L92VERTICAL SPARAMON SHALL BE 6 INCHES.WERE MERE IS NO ALTERNATIVE le B 1.CONTRACTOR IS 10• INLET ALTER AFTER EVERY"OR1L C 2.ALL • SHALL INCLUDE ADA CCU•'ANT RANDS O INTERSECTIONS TO x1IL.H PIPES CROSSING OVER A WATER MAIN.THE CRITERIA STA FOR MINIMUM 18'VERTICAL 2015.39MARC0 SECTION 'A'-'A' SEPARATION BETWEEN IVIES AND JOINT ARRANGEMENT.AS STARTED ABOVE.SHALL BE B RIP.IS AND BOTH PIPES SHALL HE CLASS 52 DTP.IRRESPECTIVE OF SEPARATION. 2 CONTRACTOR TOR-ORE FABRIC JUST PRIOR TO PAVING NOT TO SCALE A: • IP DIP,LS NOT REWRED FOR STORM SEWERS. CAD File Na. TABLE OF IDEWALK JOINTS THICKNES 2.4ANiAN tE _FEET HORIZONTAL OSTANCE BETWEEN WATER MAIN AND STORM OR SITEPLAN A SEDIMENT ' LL BE IXCAVATED BEJGND THE CURB AT ME • . THE BASIN RESDENTIA AR ' TYPE LOCH • SANITARY MAIN,AS A IDALLG L Dote MALL BE AT - T 12 TO 14 INCHES IN DEPTH.APPROXIMATELY •EYRIES IN WON WITHIN 10 OF •S5-STREETS. 6%9 P.0 AND P.T.•-CURVES 3.FORCE MAIN CROSSING WATER MAW SHALL BE LAID TO PROVIDE A MNWUM VERTICAL DECEMBER 10,2015 AND APPRO%I TELT 7 TO 10 FEET IN LENGTH PARALLEL TO THE• NOTE: AT DRIVEWA • OTHER AREAS GE BP 'A' JUNCTION OF,-TING h DISTANCE OF TEL WCIES BETWEEN THE OUTSIDE OF THE FORCE MAIN AND THE OUTSIDE TAB OF SIDEWALK NEW SDEWAXS EVERY 3 LEAN 0' OF THE WATER MAIN WITH WATER LEAN CROSSING OVER FORCE MAIN. Drawing No. STORM W -WILL REACH THE SEDIMENT TRAP VIA CURB CUTS ADJREPLACELL ACEN TO EACH 1. CONTRACTOR TO A IRRIGATION•TREES G 4RI B 1BFRY NOT TO SCALE TAB CENTER TO TER ON 4.SEWER SERVICE LATERALS 51.0.11.CROSS UNDER WA MAINS RAM A MINIMUM VERTICAL SIDE CF -INLET STRUCTURE. MESE OPENINGS SHALL BE AT LEAST 12• ES IN IN SHALES DAMAGED DURING CONSTRUCTION. .IDTHS- •Wr SDEwAUIS SOWRFD D INC SEPARATION OF EIGHTEEN(18)EDDIES IF EIGHTEEN`18)INCHES VERTICAL SEPARATION LEND• STORM WATER MAY ALSO REACH ME BASK VIA OVERLAND FLOW •'D AREA SIN. FAMILY AREAS 15' •e. PLACEMENT OR SAWED THIN CANNOT BE MAINTAINED.THENME WATERMAN SHALL BE D.I.P.AND THE SAIUTMy B O THE CURB. THE CURB CUTS SHALL BE REPAIRED RATED THE SEDIMENT•'AP C 24 HOURS OF PLACEMEN LATERAL C-900 SGRIB OR BETTER AND THE MINIMUM SPARATION SNAIL BE SIX(6) ••pVED, MU -FAMILY AREAS 5' INCHES A TYPICAL MAIL BOX RELOCATION • :n rJ ENGINEER. AND SPECIFIED BY THE CONCRWHEREETE SIDEWALK CURBS."()`ARTS 'A' NNNCRES CURBS BRVS 5.WHEN IT IS NOT POSSIBLE FOR ME WATER MAIN TO CROSS OVER THE SEWER SEANCE A AND SIMILAR STRUCTURES LATERAL A MINIMUM VERTICAL SEPARATOR OF AT LEAST TWELVE 12)INCHES MUST BE AND 6' SODDED SWALE DETAIL MNMAINED.DIE WATERMAN STALL BE DIP.AND THE]c•NIR LATERAL SHALL D INLET FiLTER DETAIL D 8.1 SWALE REPLACEMENT DETAIL D10.1 SIDEWALK CONSTRUCTION RT 5.1 C-900 SOR-18 OR BEIQL DETAIL D 10.2 WATER MAIN & SEWER CONFLICT DETAIL PW 2.1 _ of _ 1 I 2 1 3 1 4 1 5 I 6 I 7 I 8 I 9 I 10 I 11 ( 12 1 13 I 14 I al N I I I =IdIk.f IF,II fir liln I I 44- :II 6fl': nI 1,h.dr. ioal.' GUEST ler I NEW RESIDENCE 1ST FLOOR AREA: _ —_WALK IN_C - - 1 _ - _ _ _ - - - LIVING (NO(UNDER AIR): +--,462 SQ.FT. Z E. GARAGE UB-TOT L T AREA(AR BOVE) : +-462 SQ.FT. I I V SUB-TOTAL AREA(ABOVE): +-1,680 SQ.FT. iIH g D� COVERED ENTRY: i-68 SQ.FT. (NOT INCUJD NG OVERHANG) L COVERED REAR PORCH: NOT INCLUDING OVERHANG) +-16B SQ.FT. +-14'-0' i•15'-8' GRAND TOTAL(ALL)AREA: a-240 SQ.FT. r5 :•��+ -- - ---- j'I I I +_4 I GRAND TOTAL(ALL)LSTFLR.AREA:+-2,120 SQ.FT. -9 - _ _ ___,__ _ .„,„,.,_ .. I ' I • t. 04_® I I K Nagsnowl- _ Y ^ I I _ tti ER z —— _ U �111.114.11191 1► 1��' LINEN - F' - - L.a� ..� - - - - 7 ,=n=, .a-4' LW• z �� ,l o ' 'tea �� I 1 W 0 d ce 11 LA 1-1-1 ='L 0 WM=I O ' fy MN - 1 _i r0 o W L o H � -.1 - UAW � _ I I LIVING _ W2 o F j _ ROOM il 46.0 = o Ci 1 !' I I( F. c KITCHEN 1Pz " _ o . 1--1 Q n 1 ) <n 6 a LI— i- - --- I WF�a '.4. F I I �'�INIIIBAINI9ulI l' II I III IIII I�' I I II��ihI M issgumulNWo = WALL LEGEND: ��_1 4 tI • hh NORM -r IJL :� \ /� Y ii:ii%)1 NEW CMU WALL UZ= u - �M� Ga ` INTERIOR NON-LOAD BEARING PA0.TIRON N U G I Mr/ ENTRY <"W 21-CAR I t-I FO;1 R - a�> 6 E CD 1' N.111411; / �/ \`\ — SYMBOLS LEGEND:I 4-fROGE , o — OF WINDOW TYPE,SEE SCHEDULE f:21 ' �—— — —I �m11¢u,llRla�m \\` I®I�n.Y -ii`JI ® WNDOW PRESSURES(PS.F.) D• 1' •\ I OA DOOR TYPE,SEE SCHEDULE N �\ s0 ■ I \ I ias DOOR PRESSURES(PS.FJ — k F\ V ,- ARCHITECTURAL FLOOR PLAN a-per/p 6b, I WALE.v4•-r-0 Z . ,* s I V N C vu ?n :2o N Z - Drawn RW COPE Project No. 2015.39MARCO 9 CAD File No. NEW 1ST PLR.PLAN Date DECEMBER 10,2015 Drawing No. A10 A5.0 © COPE ARCHITECTS,INC.,2015 A3 . 0A Anil:RIM W. I 1 2 1 3 1 4 1 5 I 6 I 7 1 8 I 9 I 10 1 11 I 12 1 13 I 14 - 1 1 1 7 t IZPV 0 \ I:.-.. -. I I== _..I \ —— ——� ti ilk ( „ //l 1; ( o v1 \/ \/ // s • \ f // NEW RESIDENCE 1ST FLOOR AREA: \ // / GARAGE(NOTLN1NG AREA(UNDER AIRUNDER )): +-1,46I SSQQ.FT.FT. \ GUEST / fEs SUB-TOTAL AREA(ABOVE): 4--LBWSQ.FT \ // \!BEDR'+`+M// //BF4T� COVERED REAR PORCH: +-16B SQ.FT. (NOT INCWDUN OVERHANG) \ // ) (NOT INCWDNG OVERHANG) L / GRAND TOTAL(ALL)AREA: +-240 SQ.FT. \ // GRAND TOTAL(ALL)1ST FL°AREA:+-2,120 SQ.FT. -L)_1 / I— / / i� NEW RESIDENCE 2ND FLOOR AREA: n _ a — - 71 LIVING AREA(UNDER AIR): +-1,406 SQ.FT. I I (n , !JEST / �� _ / SIDER COVERED BALCONY: +-112 S COVERED BALCONY: +-126 Q.FT. - _ SUB-TOTAL 49 2ND FLOOR: +-1,644 SQ.FT. a K _ l�l r EST / / ^1 II�` AT}.} GRAND TOTAL FLOOR AREA: z _ 111\/ t GARAGE(N LIVING 70,T UNDER A[R): 4'2,822 SQ.FT. �� STEPS ® _`.�./ SRO.TOTALAREA(ABOVE): +-3.286 SQ.Fr. W ri- f UZ m J �D���- COVERED 1ST FLU.ENTRY: +-72 SQ.FT. (NOT INCWDING OVERHANG) m COVERED 1n FL0..REAR PORCH: +-168 SQ.FT. (NOT INC UDING OVERHANG) m / COVERED 2ND FIA DE BALCONY: a-332 SSQQ.FT. (NQi INCLUDING OVERHANG) z / —:1 SUB-TOTAL COVERED AREA: +_47B SQ.FT. Q w m / - GALLERY I E I �� GRAND TOTAL(ALL)AREA: +-3,764 SQ.FT. �Z 0 a- \ I \/ W Ce Q o =u- O -- f Is� O�2 Q H --- / !kill U N Q LL w wo Cemm 0 4N �� �} --- \. • R e� Z 5- oN - AC •\ii:,:ki �r; s�i-$i1 t f,4St. —1 ' 0 r 1\ 1' 0 \,L \ - � m \ Z n M CLOSE MFQ�STER \ \ I ® ~'a° as —�{——— iTER OOM \\ - CONY I ;m g r.� F I / \ \ \)11 WALL LEGEND: �� • I / \ \ r - / \ NORTH T W IL S ® =i•Ililt'1-..'R NEW CMU WALL 2 IL Uzi INTERIOR NON-LOAD BEARING PARTTRON CZ 0 t / t —1--/ .v t I Q"w 13. // n \\ W�� o E I / _/ \ —I SYMBOLS LEGEND: U a OF WINDOW TYPE,SEE SCHEDULE IL e WINDOW PRESSURES(PS.FJ 0DOOR TYPE,SEE SCHEDULE D ■ )r DOOR PRESSURES(PS.F.) ARCHITECTURAL 2ND FLOOR PLAN WALE.114.w 1'- ' i O C a y0 N eQ- Drawn RW COPE Project No. 2015.39MARCO B CAD File No. NEW 2ND FLR.PLAN Date - DECEMBER 10,2015 ®' Drawing No. A © COPE ARCHITECTS,INC.,2015 A4. 0 wo.. ortar c•oat woman or. .pa>t K �° . dDP = of - I 1 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 i 1 1 2 I N N 0 ' /'\"-'11.14111Mill \ ,' SV CRIMP AGG TO METAL ROOFING EXTERIOR GRAD j PLYWOOD SELF ADHERING MEMBRANE ON 30t I I Z M: i i ' FELT TIN TAGG 7D 19/3Z'EIRFR30R GRAD PLYWOOD SHEATHING,TYPICAL • O M /� , ii. ......,„ �— /—COINi1NUW5 V.AWMINUM FIASMWG7D TCH ROOFING SYSTEM,TYPICAL � _ •d tl 3X6 Clli.,5 GRADE CYPRESS WOOD - KERS W/PAINTED FINISH,TYPIGL_—- -_ _ � [�,E:LEV..-21'-6' __._._._._._.-.__._.__.__IIIIIIIL•1I__._i i 1 d i t 0 d F . P 0• . d•• U. - - YTOP LP NEW 7ND FLR CF11L1•Ya _ CIR.SELECT G E CYPRESS WOOD FRIEZE I W/PAINTED FINISH.T NIFY,E- -- ELEv..-20'-0' _._._._._._._._.-_. . IN I I .�Ii _—_ —_-- L TOP OF NEW 212 RR.W�OW� lU HEAD - IE I = 1X[LPL,SELECT GRADE CYPRESS WOOD CO ER BOARD W/PAINTED FINISH_ _ - CDI SIH 1 AWMINUM,' LONIAL'STILE SHVfTERS W/ UTTER DOG HARDWARE,TTPICBLI(fACTDRY PAINTED F1N[SHJ V - 6'WIDE FIBER ENTIROUS LAP SIDING W/PAINTED FINISH OVER 30i FELTZ 5f8•-� GRADE PLYW D SHEATHING,7YPICAL 1' —`- `5/4IPEA WOO DECKING,TYPICAL �- M = )C- - Y L "`ccc--- �IIII���pulni�nuwlwnmui.l nunll�1�lI:IIMEN=MINIMMIlifill. t- a I `P - - y I I K EL.EV�D'-0' ------'-'-'----- -- _ = c TOP OF NEW 2ND FINISH ?� f ���. , D i K ELEv..411.-0' 5 I ��.l/��\ ,,` I 'Ac S(FE�.D VERIFY) it TOP OF NEW IBT �� i i i i i �� �' • - ELEV 4-0.-0' —�._ __ CROWNMOLDI I G STYLE COLUMN CAPR'— DFINISH-TYPICAL '' ,, _ TOP OF NEW _—_ i i i i i i 1_I i �_ -_►:• _-------__.-__ ,-�'^'�! EL.EV..-6-e' _ ___ + ® ___.—._._.__.__._-_._._ � � � FPIISH CEILPYs TOP OF NEW Lsr 'lII111 IIIIIIC •1IIIIII I I Ij�-g_ t� T.- - _ ., µ W J .. - - .. -I 6%6 WOOD MN WITH 8.45E DETAIL-7. = I _ Cr ? 1,...,:, J U NI I —I IIIIIII 11111111111111111111111111111111111111111; J �_ w MIIIIIIII II'lllll -.. IIIIII�I IIIIIIII — I' t I-■�I� _ — —C `_ '_ o cn r��A F_LEV..-0•_0• . 'G -7i IM`I'L I-= 1:IP'411!.I. `�'3 I �I�_�, ='I P : 1:, —I = = ' �� LLI >� O - Y'TbP OF NEWiaT - -:_ •- • •_ 'sa• ��II_ : Z: ' tFIN151FLOO�r.'"7- 1.',1 N, -11 r 511' !�---v C � 'T.•of=. rc�wuaH FLOOR =1i I— ? *op CF:NMI i. �... / N.U H Q m In _1 I I I I I 5 W - ADO 1 CO M PO ITE W EST ELEVATIONS H SCALE: 1/4" = 1'-0" 2 0 - D U T _ V F !Ili /�• /�\ _ 5V CRIMP GAL M METAL ROOFING W/SELF ADHERING MEMBRANE ON 30t W Y1 e // �''�f=\411 M �b FELT TIN TAGG TO 19/32'E%TFNIOR GRAD PLYWOOD SHEATHING,TYPICAL 1-;m O • 1 F '' jlJ` m F I CONTINUOUS V.ALUMINUM FLASHING TO TCH ROOFING SYSTEM,TYPICAL W Q _.�.�/� ��II1111/1/111u� _� tr. 3X6 C R.,SE GRADE CYPRESS WOOD KERS W/PAINTED FINISH,TYPICAL 0 = TOP CF NEW 2ND H.R._ ._ __.-'_._.iklii a._.__.�..--jl--•.jj (J n d d d n n d d n d d �7 =W W -• � ELEV..-20'-0• _ _ ��_ —�-- i CIA SELECT G E CYPRESS WOOD FRIEZE BOARD W/PAINTED FINISH, ce N 2.0 p TOP CP NEW 2ND PM WIDOW NERD - gm— E \ 1 - I �_{7♦ I mo-- 1' �_ - 1 �'= 1%CIA,SEIE�T GRADE CYPRESS WOOD CORNER BOARD W/PAINTED FINISH,TYPICAL Q eN W WGW ' _=N._ I _�_ -=-' ALUMINUM,'COLONIAL'STYLE SHUTTERS W/SHUTTER DOG HARDWARE,TYPICAL C m G E W 1 I =_ _I I 1 111:'=, (FACTORY PA! FINISH) Ill•~•I}} p 1 _.-----..= �� 1 6'WIDE FIBER OUS LAP SIDING W/PAINTED FINISH OVER 30/FELT ON 5/8.CDX EXTERIOR n' ([ < /t=� I — -_ I I GRADE PLYW D SHEATHING,TYPICAL O W j U o 5 - D ELEV..-12'-0• --'-'--'-'---' i ♦ dd YTCP OF NEW 2110 MEW F}.00R L': D [' �,ELEV.-12.-2. I-------'-'-'--'-'--. \1�� @ 'TOP OF NEW 15T Fill CF tl - r v.S'ELE - -0' 1 ' II-_i —ki . NM IIIII EMI MIIIIIIII M MINIM J - 'I �1 1' TOP CIF NEW 19i FINISH-SF...- - - �^,,�,,,,,,��.//////"+ Drawn EXISTING FIN]� E 0 REMAIN RW COPE B III liontail Project No., 1• 2015.39MARCO B CAD File No. ELEVATIONS Date DECEMBER 10,2015 Drawing No. A 1 1 A EAST ELEVATION A5 . O A SCALE: 1/4" = 1'-0" I © COPE ARCHITECTS,INC.,2015 ups(mum,,...,.. — — of - 1 I 2 I I3 I 4 I 5 I 6 I 7 I 8 I 9 I I 10 I 11 I 12 I 13 I 14 ,..__orx.,o.�,A.n — • 1 1 1 2 I N N S I7 1IZI FELT TTTIN TAGGED TO 19/3I•EXTERIORGRADE PLYWOOD SHEATHIG MEMBRANE,TYPICA ON 30t O M S� W CONTINUOUS GALV.A MINUM FLASHING TO MATO1 ROOFING SYSTEM,TYPICAL LI J 1 D 12 C 3%6 CIA,SELECT GRADE LYPv Fcc WOOD OUTLOn[Fv5 W/PAINTED FINISH,TYPICAL� - 5 5 I I 1 I ELEV..-21,6• _•-.-•-•----------.------.-----.- •0 0 tl • tl n n n tl n n n C�� CIA.SELECT GRADE CYPRESS WOOD FRIEZE BOARD W/PAINTED FINISH,TYPICAL TOP CF NEW 7ND FIR CEILING _ , I j -- — --_ 66 WIDE FIBER-CEHENTITIOUS TAP SIDING W/PAINTED FINISH OVER 30f FELT ON 5/8'COX EXTERIOR GRADE PLYWOOD SHEATHING,TYPICAL _ It'II _ _I I — a y 1 11 1 --I- liii K a K a ELeV...12.-0. TOP CF NEW 2ND FNI8F1 FLOOR - - II , U 'TOP CF NflU 1ST 11.GG)i --- '0 0 0 0 n 0 — — FI Fy�g�_0' .�/ CROWN MOLDING STYLE COLUMN CAPITAL,PAINTED FINISH-TYPICAL W v TOP OF NEW n - -__ J ;.` ELEV..-b'-b' 1' n C `S�j I I r I �r` - I.. __ GSA WOOD COLUMN WITH BASE DETAIL,PAINTED FINISH-TYPICAL U TOP OF NEW 19T' - •. _ I _ !]Ii I — ! — - iii z J LU ''' 4 s Me 1 I �`'' (nzo Z - _�Ti 5/4IPEA wooD DEaaNG,TYPIcx Ce Q p H dE1.EV.•-m'-m• _t,!_-tp mtCh coU?t4f9 a•'�"r-i _ f f — --- OOSTING FINISH GRADE TO REMAIN =IL. r YTOP of NEW 18T,r��e..:Iii i i x Q Li H 11 I I �>GI-- 1 In w W • i` • or er T,.T m .__I - 1n W - Al2 I W t=- S O UTH ELEVATION G 12 SCALE: 1/4" = 1'-0" _ Um T. Z Psi / N V a F U)J n "s 0 i" e F • gap., Jii Ii!!'!!!901L11. ddELEV..-21'-6• Ce N U c E ' -" V TOP cF NEw 2ND CEILING •:tl n tl tl n n tl '�, a i "•• CLR-SELECT GRADE CYPRESS WOOD FRIEZE BOARD W/PAINTED FINISH,TYPICAL Q N G �EELEv..-2m'-m• �tl n —tl n n n n n n n n n n + - I IN W M Y t E ,/ n - IX CUL,SELECT GRADE CYPRESS WOOD CORNER BOARD W/PAINTED FINISH,TYPICAL N ¢ TOP CF NEW 2ND F�R WINDOW HEAD 1;' I I 1 _L .i 1 I I I 2 _ _ -m III CL < Ei ALUMINUM,'COLONIAL'STYLE SHUTTERSW SHUTTER DOG HARDWARE,TYPICAL -3 �E. _ I I a: C I I I I �� �= I _ C � / 0 - • _ • —_ __ - - mill (FACTORY PAINTED FINISH) U Q - `,.=III I II I ��+I. _ I I I I -1--I ==® = - 6'WIDE LYWER-CEMENTIT3DUS LAP SIDING W/PAINTED FINISH OVER 30$FELT ON 5/B'Q%EXTERIOR U I I .7 Si= 1 I I ,_� _, GRADE PLYWOOD SHEATHING,TYPICAL IIIN 6X6 WOOD COWMN WITH BASE DETAIL,PAINTED FINISH-TYPICAL D J 111111111� i amo.1 VTOP GF NEW 2ND F11lBH FLOOR . ` r .ELEV. 10,0' I �,..1,111fth - TOP CF NEW I8T CEILING - - E).E,.�e'-m likb., TOP CF NET! TRNNSOP7 !— I I III 0 -.�_e• I !. n n 0 0 n 0 0 tl 0- TOP OF NEIL 15T UWNDCW NEEAD MENEM 1---1 — I — I w �,_ = O 1I—II a a Din ® 1 1 o if Drawn RW COPE ME B ` 4EL.EV..-m'-m (.-- 'NGVD to netdt moat -• r Projoct No. r YTOP CF NEW 19T SN FLOOR IIMIIIIMIIMI =— T;l >( 2015.39MAAC0 B EXISTING ``� E 0REMAIN I. CAD File No- / I ELEV.-2'-H' Date ATIONS TOP OF N1311 CT,4RFIi frIWBH FLOOR DECEMBER 10,2015 Al ^ I I Drawing No- ✓CI A • NORTh-I ELEVATION A6 . OA SCALE: 1/4" = 1'-0" C COPE ARCHITECTS. INC.,2015 1 1 2 I 3 I 4 I .b .�.L�`o,m""` � ,� of - 5 I 6 1 7 1 8 1 9 I 10 I 11 I 12 I 13 1 14 1 1 1 2 1 3 I 4 1 5 1 6 i 7 i 8 t 9 I 10 1 11 M 12 t 13 t 14 1 DOOR DOOR FRAME REMARKS saNDOV DOOR DOOR/SASH DOOR/WINDOW FRAME REMARKS GENERAL NOTE: W. H. GL.TH K. DETAILS GENERAL NOTE: N NO NO SIZE ROOM R.O. R.O. MIN. TYP• MAT. FIN. MULMAT.FIN.HDW.LBLALLDETAILSSHOWNONTHISSHEET H.�. 3.S. UNLESS OTHERWISE SPECIFIED N A 3-0'X 6'-B' ENTRY '4r10' '4-E2' NA 0 O I O ---- O O O-- IMPACT RESISTANT CUSTOM DESIGNED WOOD(STAIN GRADE MAHOGANY)DOOR W/ 'ASSEMBLY:SOLID MAMOGONAY WOOD DOOR W/COPPER THRESHOLD COPPER THRESHOLD,CUSTOM OIL RUBBED BRONZE HINGES S.HARDWARE,ETC.-AS SELECTED BY OWNER 2 GASKETS,B PR 2.6'X 6'-B' f.FAY 4-5'-2' 4-B'A' 17/16'TEMP. O CD CD ———— O O O—— (WEATHER )IMPACT RESISTANT ALUMINUM FRENCH DOOR(10 LITE)W/OPERABLE TRANSOMS ABOVE I M. oM N A (OBL)SINGLE HUNG GUEST BEDROOM 4.66' 4-51' 7/16'TEMP. © O C) ---- ®() -- IMPACT RESISTANT(DOUBLE)SINGLE HUNG WINDOW:NODULAR WINDOW,W/LOWE GLASS E B SINGLE HUNG VARIOUS PLACES 4-33' 4-51. 7/16-TEMP. O O O ---- ®®�()-- IMPACT RESISTANT SINGLE HUNG WINDOW:MODULAR WINDOW,W/LOW E GLASS C PORTHOLE LIVING ROOFVBATHRM. 4-29' S 29' 7/16'TEMP. © O Es) ———— ®1. )(s )—— IMPACT RESISTANT FILED PORTHOLE(NAUTICAL.)WINDOW:MODULAR WINDOW,W/LOW E GLASS 2- D (DBL.)SINGLE HUNG BONUS ROOM 4-66' 4-75' 7/16'TEMP. O O O ---- () -- IMPACT RESISTANT(DOUBLE)SINGLE HUNG WINDOW:W/OPFRuu F TRANSOM&LOW E GLASS E SINGLE HUNG BONUS ROOM 4-33' 4-75' 7/16'TEMP. O O O ---- ®®(-- IMPACT RESISTANT SINGLE HUNG WINDOW:WI OPERABLE TRANSOM&LOWE GLASS L F FIXED PANEL'SERIES (1l I FRY 4-162' 4.105' 7/16'TEMP. O (:=',1 O ---- ®CD 0 LT -- IMPACT RESISTANT FIXED FULL HEIGHT SIDETE:W/Off.AA:F TRANSOM&LOW E GLASS G FIXED PANEL LIVING ROOM 4.32' r-el' 7/16'TEMP. O C) CD ---- ®®4', )-- IMPACT RESISTANT FIXED FULL HEIGHT SIDELrTE:W/LOW E GLASS - L H FIXED CUPOLA 4.32' 4-26' 7/16'TEMP. 4�' O O ---- ®() -- IMPACT RESISTANT FIXED WINDOW:MODULAR WINDOW,W/LOWE Co ASS N K 1 GENERAL NOTES : - K U I.WINDOW MANU'ACTURER:'S1W',cFRIFS 2385N,'SENTINEL'WINDOWS&450 DOORS,IMPACT RESISTANT-'OR EQUAL'AS DETERMINED BY OWNER INSTALLATION DF'SEW'PRODUCTS,INCUIDING SIZING OF ROUGH OPENING,METHOD OF ATTACHMENT,FASTENER SELECTION, - AND CODE COP PLIANCE IS THE SOLE RESPONSIBILITY OF THE OWNER AND GENERAL CONTRACTOR. 2.GENERAL CONTRACTOR TO CONFIRM ALL ROUGH OPENING SIZES WITH MANUFACTURER PRIORTO COMMENCEMENT OF WORK v1 J LLI In - /- -! 8-m' f 5-5, /- 2� , 2�'r 5'-5' U M J / 2,;' / 2'-6' / / 2'-e• ' 2'3' z M \ 38 -I 0 zO EU _ I? ■ OPERABLE SOH,TYP. OPERAS*TRANSOn.IYP.�_ \ (JD >O v A8.1 eft e /Vf17 Q J _ I "'t \ •\ •\ •\ •\ - DIM.MUNTINS,TYP. \24 W =U- 0 M El i H I \\,4 a _I_ I A.m® A; I I 48.0 F H H W Lnw e" 0 UJ U = H f I . '. Ygt35..TYP. o O W io e , -WMITEAWMINUM ^ CLASS Y U W /^ c N m 4 FLUME W/LOW E �' S CKI al A+, j (U.N.D. Q V 2 d TOP OF FINISH FLOOR '' 1 - .1. '1" \ \ A''0 in \ '1, \ LU in u F O O O O O F— f G ENTRY DOOR PAIR FRENCH DOORS (DESU SINGLE HUNG SINGLE 1-0.11s6 NAUTICAL FIXED (DEL)51 LE I IIA1Cs ID m •/ / / 2,6' / / r 6' / U n _ r-8' ..y D'4• /VARIER,� / y.p' / i 2,6' r,2'3' D Y.6•i 2'3'i 2,6' / z m - Ip ql v • i //.wd V FAM ( 1/ 1/27 \ /\\\ y2III 4 \ . ■■■IMr— ll OPT�ABI"TRAXSOM,TIP, t \ U;O 4 l F ' /�-PANT GRADE POPLAR CASING;tM109 1 4'X3 AS SUPPLIED BY R.A.N.RAN. BOYNTON BEACH-1.BIR.336-1994 W Z / (-PANT GRADE WOOD DOOR AND FRAME / / \ ® DMM�MUNSINS,TYP. - I�I. Q D! i GENERAL NOTES /r Q n \ I� H N 0 t °u q / DOOR AS SUPPL ED BY PALM CITY MILLWORK,INC.,PALM CRY-1-772-2 B•7086 gY / \ m o Y m = LL 5 = y \ (ROGER IMTHISON) RI \ / c c W \ ct-HARDWARE AS!ELECTED BY OWNER oo W -1,---1 m i U Z= i 0 0 \ -TIC¢PAINT GRADE POPLAR BASE;5951X10 W/QIAMFER TOP EDGE& M61 CAP `\ 1 1 L.L N D i.E AS SUPPLIED BY RAY.MILLWORK BOYNTON BEACH-1-RUU 336 1994 1 D Q Q~W \ 7 \ > ` pm E T- I \ \ v $T[PIFHRDOR * \ \ a n J III 0 0 0 0 O .0. p o FALSE LOUYER DOOR PR FALSE LOUVER D SINGLE HUNG FIXED PANE Si IN SERIES FIXED PANEL FIXED D Cl INTERIOR OOR SCHEDULE - D / C S. yN JH ,2O a— Drown B Project No. 2015.39MARCO 8 CAD File No. WINDOW SCHEDULE Dote DECEMBER 10,2015 Drawing No. ClA ROOM FINISH SCHEDULE H8 EXTERIOR DOOR AND WINDOW SCHEDULE A7 , Q A © COPE ARCHITECTS,INC.,2015 1 2 I 3 1 4 i 5 6 I 7 8 ) 9 w.. Labair H<�.b.A0A.G w° _ of 10 I 11 I 12 I 13 1 14 • REVISIONS BY a-S-1(SYPEBF�r C• NmrN fSal nJw' ? EXISTiNc, TREE _ -- PRQ OSEt) - PLANTING _ LA PLANTING KEY._...._ 55 SE 74, AVE) YORTN LOT n7c'T N'TR i SUF YLEFT A3 t.5 49'_'' t._ , o eREMMN - -I AL .l, , LINES Y QT AL © KEY SCIENTIFIC NAME COMMON NAME Pill HT SP RFDARHS SAGA L — • �p/,��, © AA Adonldla merrKW Adonldla Palm 1 12'-34'OA double _• ..aGBAL. f� _„ 'o;'.w-r.' !u+wvq' AAA Adanidu m.o4W Adonidu Palm 2 12'•14'OA Tripie7'CT 1 �� •. - sir: E�� 10..af-ii �t • © - ALL Pimento dbda Allspice 3 5' • r"i, '-'�-' •r17 `�\Vp\ p✓1HTs. I fie' AVO Persea americana Avaado 1 6'-8' late blooming variety • rt1EMDVE C r 9 �� g g V P L { 'n • \ sir \ BC MalPlghla lahra Barbados Cherry 4 2'-3'ht • Q N AGM o 1-5ADa1L. PgLM �LOe/L7 0 61R0 St silt:a n mkl White Bud of Paradise 2 s I J TRESS s 3 fsS AS PL'7`;7R w! i. A BOUG Bougainvilleasp. Bougainvillea 4 4'-5' Ion trellis,color by owner LL- •gEIOGATED SABRL"B�g svRvvY o ;71 �. �; ©� u;;, I . oa• ® CAP Schefflera arboricula'Gold Capella' Gold Capella 15 30' _ . _ I 0�Il� 'o .r® Am ,m rl- - �( . CO Colubfwa arboresrens Edible Coffee 6 2' U A r® 1011 ^y v COF Psychotria nervosa wild Coffee 12 18,24' . .:•t. �—•'-' CP Chrysohalanus kam'Red Tip' ComPlum 6 3' 2' I - -REMAIN E A\AlN",�„>. ill 'IA V4 'stO ',J ©Q Q�L ,:.—"'. �t. FIR Hamelia patens Fue6ush 16 30' aa s\i.I's 1' :EXigit j" SABAI-"PALM'To Agin 1„-• #�®�, f --- FIS Caryob mites Fishtail Pawn 9 8,10' 4' . 5A0At. 4 ' ' A5 PEA THEE SVP,V �' p'qs r$ff&E7't I Ii FP Fo stile a segrega a Florida Privet 3 8' 8&B I x.i- • �.1 i ar GIN AlPbia purpurata Red Ginger 6 4' v-- N - I �r ( "Y� '' Tf HC Chrysobalanuslaco'Horl:ontal' IHorltontal Cacoplum 133 6'' 14' CC Cl Cl - • �.,Vye - C Q ... J HES Helicooia app. Lobster Claw 5 4' AL () i _,_a_."-,,.. P.{iDP 5ED.W. J��r �f ILEX Ilex vomltoria'schWings Dwarf' Shillings Dwarf Ho3N 12 18' 18'I r,t �. C li�I I Sexasslne Dahoon Holly 1 12' 3'•4'I • Q !�'-I; re•4.� lAM Capparis rynopha8ophora Jamb Caper 2 7'-8' full to ground L 0 Fy_� -( ;r H IC IUPPa srynopha0ophora Jama Caper 18 18'-24' full to ground t �y O® j KEY IThrLnax rtwrrisil Key Thatch Palm 3 6'•7' B88 [� ^1 FOTUE /tr 1F R 1h��/i* — MAN IManlglfen oils Mango 1 ea full variety C1/40 I 7a'OEEP SW' . 1( -l' _' '1 I.�+, MG IMuhknbergiaapUlodo Mulhly Gets Red 134 16' �{ 'l ITOlAY — 0 • --"'ri F,k ORC ISpathoglottis pllao Ground Orchid 140 12" 12'purple �",} �` -}•• �' •;f `�i PEP Pepperomiaoblusloila Peppmomla 1 20 6' e' Ct S I DE GE w�J :- 0 y MaaD PIN Pious elottl densa South Florida Slash Pine 11 TI— © ,, i,.+JtV �� '�� I MISSY�Nef REU RuelAabrittonlana Purple Showers 5 18' ALternativeswelcome L.._ - ® s--YYa 1,•�__4 __--_r 1 I GAB Sabel palmetto Sabal Palm 8 114',18',22'OA Cr -• y nr.- • o YJ t.. .--[ANly.a. ,.c.i:-• 4 lit SAW Serona repens Saw Palmetto 8 30' 30'IGIb er O 4" • _ �` jlit - SIM Myrcianthesfrogrens Simpson Stopper 2 6,8' hull to ground ` 6, ®i ! • I GS Myrcianthes fragans Simpson Stopper 3 4' IFuWMuld trunk • r Q ��- I ©- ®.�'�` a© d��i` ©s Y Cananga odorata Along Slang 1 12' • -- .\ - �7 .«Ar II Qa _ L! Q ""�'.. I V ZAM Zamla fladdane Coontk 2 16'I art .' _ Q ¢ • RE7k9D1�E ARECh I k T ... j I • AL 1 y. M, ....:T-,� r j J8l te. p : v -5.ML I'J?V'V i I QJ `m I r'o 1 ! •PRIv1GY •7 %� Lil V= REt.00ATM) `,. ;�1 • ►v7uR= I 1. 72°�11 CMv WALL CO ul Poot_ � POLL PLANTING NOTES: 4 ■ BaocATED`SABAL A FUTUf;E ..__—_.. ® �� Am AL Illi E*1 DRIvE TRANSPLAN7E0 5k8AL'C' tri. r, mm .1L- Q� W ■ 41 iP71 � � ceLAiK • All plant materials shall conform to the standards for Florida No. 1 or better as �� Z I it t l given in Grades and STandards for Nursery Plants Part I. 1963 and Part II, (0 �� �r rr'"�'Py ; State of Florida, Department of Agriculture. Tallahassee.- i AM I-LI • __ 'I A A �yl"�.�1t� . _�_ ® The Contractor shall remove and store, in an area approved by the Landscape EXrSTI SAW- To REl1gIN - �f Architect ony existing plant material to be relocated. The plant material shall be U Cl t% lei' ® � ����'I stored and malntalned for the duration of the pavement construction and until the �_� _ _ 1M�e�n_^pl��s� if FencE proposed planting areas era ready for planting. IlLsiarAntLITr TRWN41£ -' I \ All landscape areas shall be irrigated byan automatics system to provide a W U —_-". TAKiN FPDM THE new; 51 DEWA�K m © P 9 Ys --- — 5'ULTl1 jl1 RIOT e'Y WAr - © ® minimum of 150x coverage. CI — —' • SE 7'h AvE All trees and shrubs shall be mulched with a minimum of 3" co Z. Z WORTH 50UTI• tiM Cypress like mulch. Lli < Cl- - SCALE 14=10" Contractor is responsible for locating all underground utilities prior to CC _j V - `t H - installation of planting materials to avoid damage. < SE AVE > LANDSCAPECALIJLATICNS I Contractor is to furnish all materials, equipment, labor and plants as required to O Q NORTH SOUTH SINGLE FAMILY 1 install the proposed planting as indicated on the landscape plans. ! I SCALE 1"= 10' Proposed 2 Story House NORTH LoT I - r \ t t I Q A 'Total I 5000'S.F. All trees are to be staked and/or guyed as indicated on the planting details. 0'structures, I I - E XI ST iN G TREE KEY a If' . I I All plant materials to be it and with a mixture of 1/3 ed Florida < Q IWeBcways,etc I 3237I S.F. • peat, 1/3 approved topsoil and 1/3 clean sand. To this mixture add 15 pounds �.J Q Total Pervious' CO If 6-6-6 fertilizer per cubic yard. Thoroughly mix all parts prior to placing (J) Lotool n631 S.F.s.F czC . inplant SYMBOL TREEaorshnbe pits. Q 111 • D Groundcoves The Contractor shall lay out the locations of the plant beds and contact the Z' ' Area of Shrubs I 3571 S.F. Landscape Architect for approval before the installation of the plant LLt A $ANAL PALM IS OPt REMAIN A5 IS `A eaofshnbs j I material. The Landscape Architect may adjust the location of the plants before W Li land J_ B SAHA.- PALM • 9-0'0A RE!-OCATE ON SITE E Groundmven ' planting. a Provided I L790I S.F. All quantities on the plans are intended as a guide and shall be verified by the m Nawe I ' Contractor with a comprehensive plant take-off. Should any discrepancies C. 5,4 IP1L PALM 30'0A RELOCATE ON 517E F Vegetation 1 occur, the Landscape Architect Is to be notified for clarification prior to Required I 90. S.F.Nati bidding. P D AREGA PALM I$ OA REMOVE G Vegetation I Provided ( cool S.F. Any existing plant material to remain shall be protected during construction with Total Number of a physical barrier to be approved by the Landscape Architect. • • DRAWN E SABAL PALM 2o'Oq REMAIN H TraaaExistingDn� c4.;,,�Cr.. Site I 1: - CHECKED F QUEEN PALM I2'0A- REMOVE • I Total Number of I o.TE Trees Required I 21 •c SABAL PALM 20'OA REM/111f -Troyes on Plan r of 1 I S-1`-1� Provided I 7; I -. eDw�E . tc Total Number of I I 1.~-10' f�t Native Trees JOB NO. 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Z n F •0 a 0 0 0 0 �` F11 )4: 1-4 4 . _..wn: F ELEV.«2I•-I.• Uaa ;p Tar OF IE,O,ND pLR QJLN, -a-a- 0 a 0 n I O 0 n n o 0 0 0 w 9: dl ¢i TOP OF NEW 21D {RCOID READ _ - ®" ® -i- mL P r--_m -I- ® - V 2 E 2. - -- —=m I I — Q„°t . E C I 1 L— ,-1 w,,a. a OJ W I U O C .TOP Q NEW 21D/NOW FLOOR-_--___--_-" _ .0 � ra•of HEW ar Haan-------- •0 0 0 0 0 1 :� T Lf FEW W 0 I r _ !!!! E n D D m� ~� -" mu1_ n a a a a a a a a a s LE N'wnD TMA4IECF�-- > - -- --- --_- - TOPQ NEW WAR WNDOII MAD O •O� t - -- _ ii — - -1 z . „ I I G _ TO!'OF NEW 16T RUSH FLOUR __ {{ _ I I011iki‘l � _ `g ak ELEv.-r-se Drown - TOP Q NEW DAMAGE,NIGH FLOOR RW COPE Project No. B 2014.15HARCO B AS LEFT SIDE (NORTH) ELEVATION CAD Fib No. I NEW ELEVATIONS WALE.ALA•.r-a C `J�i D►t✓ r`•r Dote {) AUGUST w,2015 Drawing No. A Ros----ri • © DOPE ARCWTECIs.INC.,2015 •O �6,m.��w=T. of 1 2 1 3 1 4 I 5 I 6 I 7 1 8 1 9 i 10 I 11 1 12 I 13 1 14 1 J(cAyi ii € ` 6-1(- 1-6 - ?cr.( 69-PC- Ta : N -TO • IC 4111SP* 0 T THE MARCO RESIDENCE 53 SE 7TH AVENUE DELRAY BEACH, FLORIDA 33483 MAP OF ENTI E DISTRICT YELLOW LOT = CONTRIBUTING ORANGE LOT= NON CONTRIBUTING RED = 2-STORY BUILDINGS AS PREPARED BY COPE ARCHITECTS, INC. 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',,..,.....!:.,,,,,•,,A-.1/,',."•••• ,„•14J. 64,•e tor$Afo .',...t -A0 . .i. i, ., r -'' . i,,,.. . . .d; ,., ?. „,'4.,. ,,,,,... , ,i., . •,. 4, . e', t„„,'ov^e NA"*.A"'..e.V Do114,_'.7,,.. ..",' *ci"w • A , .s.1"" ,, 4, ,,„•1'..0,,,?...4.•4 ,„,Ar 4 ,• .4.• °I i •• . ' i'N:.., '. '''' % - • '-,..t '' "- ' 4. . 4' •••'•'•''... 4••• 04,1* '1,4,;,,k't's .-•' ":.;."•,,,i'f' " 7 ' 'z• ",-4. -4.,...ef,'‘',-,,,- 4, , _1„. ,,...r,,,,,4:.,,,./ ,••., .-t!. .!,.. '.-T,- •.' ' 1.4, „. ,,. I. .,..,••--..,„ , ., , ••..14 - '"4, ,••"•••'•‘ , ,, ''' '•°•,. / • lc: At..!'''' ' 4 s' ' - ' •-7.'' .A ' •.'?',i.'-••N! "„ 1, , , ..; A40, „ • •.,t, ,t-.%4r 4„ ••• ••..-• ,,, „1" ''''r,,* .• - .t,0 A, . . . , HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: January 6, 2016 ITEM: 218 NE 5th Court, Del-Ida Park Historic District -Certificate of Appropriateness, (Amendment to 2015-155) for the partial demolition and reconstruction of the contributing accessory structure. Nk uth St 64 c-f-°A -- 11111111111111 GENERAL DATA: [ °�= 5 uiiur�YP George :us a v• Owner Marc Julien Homes t 7 ' v Agent. Marc Julien NE?'hit 'Q1'�� Location. 218 NE 5th Court ' • '' ` Property Size 7,500 square foot NE 6th St _ aid&. -(n. i i er Current Zoning. RL (Low Density Residential). o`�a _ °. '�"„1= Adjacent Zoning `' 11„I'I1=Q North: RO a South: RL 19, L II I East: RL eq ■MI= r West: RUR-1-AA E z •M IMI Proposed Land Use• Residential ._. • Water Service. On site _ ' 1111 II(11 ` _ II Sewer Service On site _- �I �- I — ill - LI Illi= a III ZI a— iil .1`Nrdl5ta ;— N�. II llll(flll! 111. z L III r1 u TNORTHI HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owners: Marc Julien Homes Authorized Agent: Marc Julien Project Location: 218 NE 5th Court, Del Ida Park Historic District HPB Meeting Date: January 6, 2016 File: Amendment to COA 2015-155 ITEM BEFORE THE BOARD The item before the Board is the consideration of an Amendment to the Certificate of Appropriateness (COA) associated with the partial demolition and reconstruction of the contributing accessory structure located at 218 NE 5th Court, Del Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the south side of NE 5th Court, between NE 2"d Avenue and NE 3rd Avenue, within the Del-Ida Park Historic District. The property previously consisted of Lots 16, 17, and the east half of Lot 18, Block 8, Del-Ida Park. However, in September 2014, the City Engineer granted a Plat Exception to reconfigure these non-conforming Lots of Record from the original 1923 Del-Ida Park Plat into two new conforming lots. The proposed 7,500 square foot property is zoned RL (Low Density Residential). A circa 1925 Mission style one-story single family residence is centrally located on the property and is classified as contributing to the historic district. An original accessory structure is located in the southwest corner of the property. The relocation of the principal structure and demolition of later additions was approved on March 3, 2015 by the City Commission after a denial of the relocation by the HPB (Historic Preservation Board) on December 17, 2014. The historic building will be relocated to the newly created lot to the west and it will be installed on a new stem wall foundation system. The HPB approval of the COA (2105-155) on June 3, 2015 was for an addition to the main historic residence (1,334 square feet) that includes an open covered front porch, a covered loggia, and a single door (two car) garage on the west side of the primary structure, a swimming pool and site improvements. In addition, the accessory structure was to be rehabilitated in place and transformed into a master bedroom suite connected to the new addition. At the present time the main historic residence is on steel beams, in the process of being relocated to the west. The current request is for the partial demolition and reconstruction (exact footprint) of the rear accessory structure which will be connected to the new addition. This request has occurred after the accessory structures interior was gutted and it was found that the overall condition of the building was dilapidated including not meeting current building code requirements. The rehabilitated structure will retain the back (south wall) and west wall, and remove the north and east walls in addition to the roof. Two of the four walls have widespread rot due to extensive water damage and termite damage. The wall and roof framing is not acceptable to current building codes. The roof has to be rebuilt in its entirety as it is not safe. The subject amendment (to the COA 2105-155) is for partial demolition and reconstruction of the accessory structure and is now before the Board for consideration. 218 NE 5'"Court;Amendment to COA 2015-155 HPB Meeting January 6,2016 Page 2 of 4 DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, and the Secretary of the Interior's Standards for Rehabilitation. Pursuant to LDR Section 4.5.1(F) [Restrictions on Demolitions], no structure within a Historic District or on a Historic Site shall be demolished without first receiving a Certificate of Appropriateness pursuant to Section 2.4.6(H). The Historic Preservation Board shall be guided by the following in considering such a request. Demolition of historic or archaeological sites, or buildings, structures, improvements and appurtenances within historic districts shall be regulated by the Historic Preservation Board and shall be subject to the following requirements: (1) No structure within a historic district or on a historic site shall be demolished before a Certificate of Appropriateness has been issued pursuant to Section 2.4.6(H). (2) The application for a Certificate of Appropriateness for demolition must be accompanied by an application for a Certificate of Appropriateness for alterations to the structure or the redevelopment of the property. (3) Demolition shall not occur until a building permit has been issued for the alterations or redevelopment as described in the applicable Certificate of Appropriateness. (4) All structures approved for demolition and awaiting issuance of a building permit for the alterations or redevelopment shall be maintained so as to remain in a condition similar to that which existed at time that the Certificate of Appropriateness for demolition was approved unless the Chief Building Official determines that an unsafe building condition exists in accordance with Section 4.5.1(G). (10) Request for Demolition Justification Statement: A justification statement shall accompany the application for a Certificate of Appropriateness for demolition of any contributing structure in a historic district or individually designated historic structure. The justification statement must include the following: (a) A certified report from a registered architect or engineer which provides documentation explaining that the building is structurally unsound and is damaged beyond the ability to repair it at a reasonable cost. The report must include photographs to substantiate the damage. (b) A certified report from an engineer, architect, general contractor, or other qualified professional which documents the projected cost of repairing the structure and returning it to a safe and habitable condition. STAFF COMMENT: The project engineer has established that the condition of the accessory guest house is beyond repair structurally in key areas identified in his letter (attached to this report). Permit plans have been presented with this COA amendment request showing the affected areas. The justification letter, associated demolition diagram, and drawings for new construction (previously approved) are attached to this report. 218 NE 5th Court;Amendment to COA 2015-155 HPB Meeting January 6,2016 Page 3of4 The licensed engineer has demonstrated in his certified demolition justification letter dated December 14, 2015 that demolition of the two walls and roof are appropriate for the subject structure, per LDR Section 4.5.1(F)(7) as follows: "On Dec. 3, 2015, Brennan Engineering, inc. performed a non destructive visual structural inspection of the existing wood framed building. The purpose of the inspection was to assess the structural integrity and preservation of the wood framed building after the interior wall covering was removed and the structural load bearing wood framed walls were exposed. During our site investigation, we observed some of the following to the wood framed structure: 1. Previous activity of termite infestation and damage to wood stud walls and plates. 2. Burnt studs near the existing electrical panel. 3. Extensive water damage to wood frame members. 4. Framing members that were altered, cut, scab, and/or pieced together, in a non-structural construction method. Based on the above mentioned findings, we recommend the existing west and south load bearing framed walls be preserved, in accordance with the original and approved design intent of the building. The remaining section of the east, north facing wall, and flat roof joists should be demolished and new materials used to complete the original architectural appearance of the renovation. Our recommendation is structural in nature only and does not imply any changes/alterations to the exterior appearance and/or approved certificate of appropriateness of the historic building." Staff is in agreement with the engineer's justification letter stating that partial demolition and reconstruction of the accessory structure is required; removal of the north and east walls, and roof are required due to multiple structural and environmental issues which have occurred over time. The owner has stated that they will faithfully reconstruct the portions of the structure that have to be removed. The owner will be spending additional funds to rebuild the areas of the house that are not considered safe by the engineer. The accessory structure elevations will look exactly the same as previously approved by HPB. Pursuant to LDR Section 4.5.1(F) positive findings can be made. Staff is recommending approval of the request to remove the two walls (north and east elevation) and roof on the accessory structure due to advanced decay of the existing structure and to reconstruct the said items exactly as approved in the drawings approved by HPB in June 2015. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Amendment to Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, for demolition and reconstruction of the two walls (north and east elevation) and the roof of the accessory structure, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. 218 NE 5°i Court;Amendment to COA 2015-155 HPB Meeting January 6,2016 Page 4 of 4 C. Move denial of the Amendment to Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, for demolition and reconstruction of the two walls (north and east elevation) and the roof of the accessory structure, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Amendment to Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, for demolition and reconstruction of the two walls (north and east elevation) and the roof of the accessory structure, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation subject to the following conditions. 1. That the accessory structure approved for partial demolition and awaiting issuance of a building permit for the alterations shall be maintained so as to remain in a stable and secure condition. Attachments; Engineer justification letter Repair demolition report with photographs Architectural Drawings Site Plan Prepared by Lynn Van Duyne, Senior Planner, Historic Preservation • BRENNAN ENGINEERING, INC. 1600 S.Dixie Highway,Suite 400,Boca Raton,FL 33432 (561)392-3748 Fax (561)392-4833 STRUCTURAL ENGINEER INSPECTION REPORT December 14,2015 Historic Preservation Board 100 NW 1st Avenue Delray Beach,FL 33444 Contractor/Developer: Marc Julien Homes 755 NW 17th Ave#107 Dekay Beach,FL 33445 Property Address: Rear Building-Existing Single Family Residence(Not Main Building) 218 NE 5th Court Delray Beach,Florida 33444 Subject: Structural Engineering Assessment of Existing Building To Whom It May Concern, On Dec.3,2015,Brennan Engineering,Inc.performed a non destructive visual structural inspection of the existing wood framed building. The purpose of the inspection was to assess the structural integrity and preservation of the wood framed building after the interior wall covering was removed and the structural load bearing wood framed walls were exposed. During our site investigation,we observed some of the following to the wood framed structure: 1. Previous activity of termite infestation and damage to wood stud walls and plates. 2. Burnt studs near the existing electrical panel. 3. Extensive water damage to wood frame members. 4. Framing members that were altered,cut,scab,and/or pieced together,in a non-structural construction method. Based on the above mentioned findings, we recommend the existing west and south load bearing framed walls be preserved,in accordance with the original and approved design intent of the building. The remaining section of the east, north facing wall,and flat roof j oists should be demolished and new materials used to complete the original architectural appearance of the renovation. Our recommendation is structural in nature only and does not imply any changes/alterations to the exterior appearance and/or approved certificate of appropriateness of the historic building. If you have any questions,please do not hesitate to contact our office. Sincerely, t n.n, .f,L.y���''�OENSNy.9ti'. /2//, 2o/S* Scott Brennaft,PresidTATE OFent S PE#51311 FS 4'coH,oP.. oNAI sa STRUCTURAL ENGINEERING AND INSPECTIONS Yr' 11 • ` - � .. .... „ . ., ':',I,',),',., I Idflh rilpl �" ad, ,.. 1 l,. ,. A PI r n IV i„„ I l { ° ��;;� 1 I' . M �J�Mtllu: ! / r�„'r, l, 1i "'" ,L,�.,.y „al S � ,� A Y z ' I i 7. ` + 'A ..- " $,,. -.„ � 1 I .f t *„t � % +< M1I �, end" w„ lilt' • h I II� ' r A I: . V + rn 7 t I " ' i + i I f I I W � 1 , . • ...., ... .. a lulnn i .+"VF"r-n ♦IIh1N1I '1 i i Iil+ ''t., I: F,' al f, f ';r hl .a,p. M .',,Vlkl _.'i N 1 nu l; Y 4 I,ilI- al+ mi II r,l4 '' '. I:', '. + u 1:il, IN p ;ih: A II' il'�"4t p,41 �«'!�IV.ao'hpi+V'9tI�II�,�;�W1��I,Iab „' ,,Nr .dw i,^ B« ^ I! 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'' ' '7.--.: f ' • I•L , 2, __, . ..-y. : . - - . • ,'AT„hi _- \ --.- s1. :+ 1 s ti'liti.' 63 k i x. , , = ,1,,v, ,s sitt , • ,_ ,,,.;::t4rris:t.;,,,,I.4„.,‘,_.,,..,..„.111 .,,,.:. ,2,..;:.r.„,.:_,_ . :;,.z., !_,z„:.,__. ..:1:..,.,:.,.., .. . . 1:17. • „_ =,_. .‘ _. 1 — •:: - 1'4- - t y J ti -1 ,= t ice_ JgS it • l -' y{. - t `'{ .- _ � - {� L 1 FI- x :ate " i t i �' li .-: 1 ' t '1 ` - : � �s 1 .- s� . 4 • �,_•, t T Ji f 1 ,,,_ , ` at _ _ tr ' - _ -* u - - • fr " r d i -ii f t } -4 f,,'. ---- I--1.11- _____:-.-„:,-____•."-.---.1 ta t f_ , } ,- 4,ii;;;64 - -. • r - _a. � - =may i i _r° = € - - J 4 • `tom rt ok1 . _ = s - -_w HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owners: Marc Julien Homes Authorized Agent: Benjamin Schreier, Affiniti.Architects Project Location: 218 NE 5th Court, Del Ida Park Historic District HPB Meeting Date: \June 3, 2015 File: 2015-155-COA ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with the new construction of a one story addition to an existing one-story contributing structure located at 218 NE 5th Court, Del Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the south side of NE 5th Court, between NE 2"d Avenue and NE 3rd Avenue, within the Del-Ida Park Historic District. The property previously consisted of Lots 16, 17, and the east half of Lot 18, Block 8, Del-Ida Park. However, in September 2014, the City Engineer granted a Plat Exception to reconfigure these non-conforming Lots of Record from the original 1923 Del-Ida Park Plat into two new conforming lots. The proposed 7,500 square foot property is zoned RL(Low Density Residential). A circa 1925 Mission style one-story single family residence is centrally located on the property and is classified as contributing to the historic district. An original accessory structure is located in the southwest corner of the property. The relocation of the principal structure and demolition of later additions was approved on March 3rd, 2015 by the City Commission after a denial of the relocation by the HPB (Historic Preservation Board) on December 17, 2014. The historic building will be relocated to the newly created lot to the west and it will be installed on a new stem wall foundation system. The current request is for an addition approximately 1,334 square feet that includes an open covered front porch, a covered loggia, and a single door (two car) garage on the west side of the primary structure. The addition continues behind the garage and includes two bedrooms and two bathrooms. The original accessory structure will remain in place and be rehabilitated into a master bedroom suite connected to the new addition and original historic structure through an enclosed hallway. The garage, additions and reconfigured accessory structure create a u-shaped residence wrapping around a 16'-0"x 20'-6" swimming pool and covered loggia. The rehabilitated main structure will include a foyer, den, kitchen, dining room, family room, powder room and laundry room. The addition building footprint measures approximately 75'-8" X 17'-6"x 13'-0" high to top of parapet wall. The rough textured stucco finish on the new addition will match the texture of the main residence, and the new flat roofs will covered by parapet walls matching the original design. The new color of the residence will be Sherwin Williams, Sw7100, Arcade White. The main porch roof and decorative pent roofs will be covered in concrete tile. Two new 3'-0" high gates and 6'-0" wood fences will surround the property on three sides. The new windows will be Sentinel brand, impact rated, metal, single hung, 4 over 1 pattern, bronze color, with flat muntins. The garage doors will be Raynor brand, Showcase steel series, Carriage House style in a dark brown finish color. • The subject COA for additions and site improvements is now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the Del-Ida Park zoning district shall be developed according to the requirements noted in the chart below. As illustrated, the proposal is in compliance with the applicable requirements. Requirement Existing Proposed (Historic structure) (Additions) Lot Coverage (Maximum) N/A 44.3% Open space (Minimum) 25% 42% Setbacks: Front (south) 25'-0" 25'-0" ; 34'-0" Side Interior(west) 7'-6" - 7'-6" ........... Side Interior(east) 7'-6" 1'-3" 7'-6" $.............-......_....._......_.....-Rear (north) 10'-0" i .-.4,_3,,.-....._. ...._..10'-0" Height (maximum) 35'-0" 16-8" 13'-2" STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements for the Del-Ida Park zoning district. Therefore, positive findings can be made. Pursuant to LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas: Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10') to any property line. STAFF COMMENT: The site plan indicates that the proposed swimming pool is located 10' from side yard interior(east) property lines. Therefore, positive findings can be made. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. LDR Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. (E)(2)(c)(2), Minor Development: The subject application is considered Minor Development, The construction, reconstruction, or alteration of less than twenty-five percent (25%) of the existing floor area of the building and all appurtenances. STAFF COMMENT: The proposed addition measures less than 25% of the existing floor area thereby classifying the request as Minor Development. (E)(3)(a)1.c., Buildings, Structures, Appurtenances and Parking; Fences and Walls: Fences and walls over four feet (4') shall not be allowed in front or side street setbacks. STAFF COMMENT: A three foot high gate is proposed at each interior side street of the residence which is significantly set back from the front facade, thereby meeting the aforenoted regulation. (E)(4) Alterations: In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. E)(5) Standards and Guidelines: A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Those applicable Standards are noted below: A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. (Standard#1) 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) 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) 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. (Standard#9) 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. (Standard#10) (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4.5.1. (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 in a historic district for all major and minor development. For major development, visual compatibility with respect to the • height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c), Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g), Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i) Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j) Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development. To determine whether the scale of a building is appropriate, the following shall apply for major development only: 1. For buildings wider than sixty percent (60%) of the lot width (65' or more), a portion of the front facade must be setback a minimum of seven (7) additional feet from the front setback line. 2. For buildings deeper than fifty percent (50%) of the lot depth, a portion of each side façade, which is greater than one story high, must be setback a minimum of five (5) additional feet from the side setback line: • 5e.Yam. (k) Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites within a historic district for all development with regard to its directional character, whether vertical or horizontal. (I) Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. STAFF COMMENT: Overall, the intent of the Standards for Rehabilitation, Guidelines, and Visual Compatibility Standards have been met with the proposal. The proposed addition is to the side and rear of the historic structure and will be delineated from the original building by new roof plane and small offset at the front building plane. In addition, the size and scale render the addition compatible with the main mass of the historic buildings. Replication of the stucco finish creates harmony with the existing historic building. The addition does not obscure the basic form and character of the historic building. However, consideration should be given to the proposed concrete tile to the original clay barrel tile throughout the roof structures. In addition, the absence of windows in the southern section of the west garage elevation renders it not visually compatible with the historic window placements of the existing structure as well as the prevailing historic architectural styles within the neighborhood. Further examination could unify the architecture by the addition of several windows in this elevation and this is attached as a condition of approval. All proposed window muntins should match the profile of existing window muntins. Based on the comments provided above, positive findings cannot be made, as the suggested revisions should be implemented and reviewed prior to Board action. I ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the 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 (2015-155) for 218 NE 5th Court, Del Ida • Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the 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 proposed concrete roof tile be replaced with a red clay barrel tile; and, J.{B ... ...V!. 2. That two new windows, (with the option of a door) be added to the southern section of west garage elevation; and 3. The new window muntins should match the profile of the existing window muntins; and 4. That sufficient landscaping is provided, with a note to this effect provided on the site plan, with final approval to be provided by the City's Senior Landscape Planner during permitting. Prepared by • Lynn Van Duyne Historic Preservation Consultant SIREEISCAPE ALONG NE 5IN COURT LOCKING SOUTH NORTH ARROW SITE CALCULATIONS Project Number LZOOtvWG.RL,FO.LOWS R+A DISTRICT S 01 S 14 0 9 6 MAX FAR•LOT AREA X.35 Z625 SF.—NOT APPLICABLE FOR TI-0S DISTRICT LEV&ONE AC. 2534 SF. LEVELTWO AC. NA GARAGE•IOOT 515 SF. ID COV.L F.O.OS 0 SF. C� i TOTAL FLOOR AREA FC2 CA L 3,04E SF. 1-� • IIII.fiyil 11111 � _� MAXALLOW®LOT COVE{tAGE L-I •.•+ U d f30S OF LOT A2FA 1..4 a �" �, IIII IIII' I 7500 SF.X.30 2250 SF.—NOT APPIJCAEIE FOR TWS DISTRICT ►� _■■■■=11=11= FROVIDED LOT COVERAGE 3.327 SF. 4431 ° ra El 9 8 1111 :' B '11'011A'A •'• =� 7,,,,.„ -....-11-11= e ® 8 O�ISPA� ° - y f211 aF LOT AREA REOLSRED] 1.875 SF. PT-, V OPEN SPACE PROVIDED 3,154 SF. 4205 • 226 NE 5t2 Court 222 NE 5th Court 218 NE 5th Court 210 NE 5th Court 200 NE 5!h Court. • gEATTAGIEDS SURVEY h�Or ws•Kr FOR LEGALDESQt1PTION U W _ 120.00'N 90°00'00' _ ----- -----------1- J F co b LOCATION MAP sa 7 tam -----r`- -Ac INT..cuN�----- �Y J i W 3' Tu �� I .-U; �2 at- III j— Wewcr� 1 6-'-?N'tt.-- ; - '4`'-• - . -.,.'.j.ti ..--Iti, 4 S r v ,1 A. y I DRIVEVNAY I § �+ ed -.: 11.: ( OQ llry -�, 10.puµNyeva�mprny�rp�p7c•T(=��pr�H�pnr. -. 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SOUTH HOUSE DEMOLITION PLAN NORTH HOUSE DEMOLITION PLAN . STO.CAJE TO LE 2..O TO Y&TO1? 1111110E FLOATON Or 011E29 MOUE TO IX RIOCA=OE SOE RAN FCR WV I.00ADM NI MOO AA0002340©2015 DEMOLITION PLAN D 1.0 va••r-cr • BRENNAN ENGINEERING, INC. 1600 S.Dixie Highway,Suite 400,Boca Raton,FL 33432 (561)392-3748 Fax (561)392-4833 STRUCTURAL ENGINEER INSPECTION REPORT December 14,2015 Historic Preservation Board 100 NW 1st Avenue Delray Beach,FL 33444 Contractor/Developer: Marc Julien Homes 755 NW 17th Ave#107 Delray Beach,FL 33445 Property Address: Rear Building-Existing Single Family Residence(Not Main Building) 218 NE 5th Court Delray Beach,Florida 33444 Subject Structural Engineering Assessment of Existing Building To Whom It May Concern, On Dec.3,2015,Brennan Engineering,Inc.performed a non destructive visual structural inspection of the existing wood framed building. The purpose of the inspection was to assess the structural integrity and preservation of the wood framed building after the interior wall covering was removed and the structural load bearing wood framed walls were exposed. During our site investigation,we observed some of the following to the wood framed structure: 1. Previous activity of termite infestation and damage to wood stud walls and plates. 2. Burnt studs near the existing electrical panel. 3. Extensive water damage to wood frame members. 4. Framing members that were altered,cut,scab,and/or pieced together,in a non-structural construction method. Based on the above mentioned findings, we recommend the existing west and south load bearing framed walls be preserved,in accordance with the original and approved design intent of the building. The remaining section of the east, north facing wall,and flat roof joists should be demolished and new materials used to complete the original architectural appearance of the renovation. Our recommendation is structural in nature only and does not imply any changes/alterations to the exterior appearance and/or approved certificate of appropriateness of the historic building. If you have any questions,please do not hesitate to contact our office. Sincerely, S R.eR C • Fti /2//5 (5* * .. Scott BrermA President F if TATEC PE#51311 F A'4010 : S•a N A l�� STRUCTURAL ENGINEERING AND INSPECTIONS • `�v F � •r • s • a ' ' I�,�.. •','.^-" '.r. ,.�a9kn,d w..,.) �M11 4•i f'11,l:�"I !t r yyYM iS�th 1 t.„ ,, . i i r....i • a fi J wl ' ' I y;.iF " ,i 4: • F 1Ikj , � `• �...'—` • ,.r * � + PW i l rll 1,w ► ,f ... "4 ts .r I111 .- ; ,,,,,,,,.:;„, 0,. • 111' • • •i;.: •,': ,i w n, �a, I 14 1•_ ( ,:4 ,'''• d4 91 ,, " ' x !!. 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HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owners: Marc Julien Homes Authorized Agent: Benjamin Schreier, Affiniti.Architects Project Location: 218 NE 5th Court, Del Ida Park Historic District HPB Meeting Date: \June 3, 2015q File: 2015-155-COA ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with the new construction of a one story addition to an existing one-story contributing structure located at 218 NE 5th Court, Del Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the south side of NE 5th Court, between NE 2nd Avenue and NE 3rd Avenue, within the Del-Ida Park Historic District. The property previously consisted of Lots 16, 17, and the east half of Lot 18, Block 8, Del-Ida Park. However, in September 2014, the City Engineer granted a Plat Exception to reconfigure these non-conforming Lots of Record from the original 1923 Del-Ida Park Plat into two new conforming lots. The proposed 7,500 square foot property is zoned RL (Low Density Residential). A circa 1925 Mission style one-story single family residence is centrally located on the property and is classified as contributing to the historic district. An original accessory structure is located in the southwest corner of the property. The relocation of the principal structure and demolition of later additions was approved on March 3rd, 2015 by the City Commission after a denial of the relocation by the HPB (Historic Preservation Board) on December 17, 2014. The historic building will be relocated to the newly created lot to the west and it will be installed on a new stem wall foundation system. The current request is for an addition approximately 1,334 square feet that includes an open covered front porch, a covered loggia, and a single door (two car) garage on the west side of the primary structure. The addition continues behind the garage and includes two bedrooms and two bathrooms. The original accessory structure will remain in place and be rehabilitated into a master bedroom suite connected to the new addition and original historic structure through an enclosed hallway. The garage, additions and reconfigured accessory structure create a u-shaped residence wrapping around a 16'-0"x 20'-6" swimming pool and covered loggia. The rehabilitated main structure will include a foyer, den, kitchen, dining room, family room, powder room and laundry room. The addition building footprint measures approximately 75'-8" X 17'-6"x 13'-0" high to top of parapet wall. The rough textured stucco finish on the new addition will match the texture of the main residence, and the new flat roofs will covered by parapet walls matching the original design. The new color of the residence will be Sherwin Williams, Sw7100, Arcade White. The main porch roof and decorative pent roofs will be covered in concrete tile. Two new 3'-0" high gates and 6'-0" wood fences will surround the property on three sides. The new windows will be Sentinel brand, impact rated, metal, single hung, 4 over 1 pattern, bronze color, with flat muntins. The garage doors will be Raynor brand, Showcase steel series, Carriage House style in a dark brown finish color. The subject COA for additions and site improvements is now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the Del-Ida Park zoning district shall be developed according to the requirements noted in the chart below. As illustrated, the proposal is in compliance with the applicable requirements. Requirement Existing Proposed (Historic structure) (Additions) Lot Coverage (Maximum) N/A 44.3% Open space a (Minimum) 25% 42% Setbacks: f Front (south) 25'-0" f- 25'-0" 34'-0" Side Interior(west) 7-6" Side Interior (east) 7'-6" 1'-3" Tom" Rear (north) 10-0 4'-3" 10-0 Height (maximum) 35'-0" 16-8" 13'-2" STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements for the Del-Ida Park zoning district. Therefore,positive findings can be made. Pursuant to LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas: Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10') to any property line. STAFF COMMENT: The site plan indicates that the proposed swimming pool is located 10' from side yard interior(east) property lines. Therefore, positive findings can be made. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. LDR Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. (E)(2)(c)(2), Minor Development: The subject application is considered Minor Development, The construction, reconstruction, or alteration of less than twenty-five percent (25%) of the existing floor area of the building and all appurtenances. STAFF COMMENT: The proposed addition measures less than 25% of the existing floor area thereby classifying the request as Minor Development. (E)(3)(a)1.c., Buildings, Structures, Appurtenances and Parking; Fences and Walls: Fences and walls over four feet (4') shall not be allowed in front or side street setbacks. STAFF COMMENT: A three foot high gate is proposed at each interior side street of the residence which is significantly set back from the front façade, thereby meeting the aforenoted regulation. (E)(4) Alterations: In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. E)(5) Standards and Guidelines: A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Those applicable Standards are noted below: A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. (Standard#1) 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) 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) 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. (Standard#9) 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. (Standard#10) (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4.5.1. (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 in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c), Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g), Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i) Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j) Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development. To determine whether the scale of a building is appropriate, the following shall apply for major development only: 1. For buildings wider than sixty percent (60%) of the lot width (65' or more), a portion of the front façade must be setback a minimum of seven (7) additional feet from the front setback line. 2. For buildings deeper than fifty percent (50%) of the lot depth, a portion of each side façade, which is greater than one story high, must be setback a minimum of five (5) additional feet from the side setback line: :>i..::t:':J...slit (k) Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites within a historic district for all development with regard to its directional character, whether vertical or horizontal. (I) Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. STAFF COMMENT: Overall, the intent of the Standards for Rehabilitation, Guidelines, and Visual Compatibility Standards have been met with the proposal. The proposed addition is to the side and rear of the historic structure and will be delineated from the original building by new roof plane and small offset at the front building plane. In addition, the size and scale render the addition compatible with the main mass of the historic buildings. Replication of the stucco finish creates harmony with the existing historic building. The addition does not obscure the basic form and character of the historic building. However, consideration should be given to the proposed concrete tile to the original clay barrel tile throughout the roof structures. In addition, the absence of windows in the southern section of the west garage elevation renders it not visually compatible with the historic window placements of the existing structure as well as the prevailing historic architectural styles within the neighborhood. Further examination could unify the architecture by the addition of several windows in this elevation and this is attached as a condition of approval. All proposed window muntins should match the profile of existing window muntins. Based on the comments provided above, positive findings cannot be made, as the suggested revisions should be implemented and reviewed prior to Board action. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the 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 (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the 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 proposed concrete roof tile be replaced with a red clay barrel tile; and, v<_J J 2. That two new windows, (with the option of a door) be added to the southern section of west garage elevation; and 3. The new window muntins should match the profile of the existing window muntins; and 4. That sufficient landscaping is provided, with a note to this effect provided on the site plan, with final approval to be provided by the City's Senior Landscape Planner during permitting. Prepared by • Lynn Van Duyne Historic Preservation Consultant STREETSCAPE ALONG NE 5tH QOVR LOOKING SCRIM NORTH ARROW sit CALCULATIONS Project Number. ZCNING,R..FOI ows R I A DISTRICT REGUA11O S 14 0 9 6 LOT AREA+ 7500 SF. MAX FAR•LOT AREA X.35 2b25 SF.-ITT AFFLII F FOR 1W5 DISTRICT LEVEL ONE AC. 2534 SF. LEVH TWO 00 P1F o GARAGE•Mt 515SF. CON.BYTRY•OS 0 SF.A Cd �w � �ww TOTAL FLOOR AREA FOR CALL 3,04E SF. .L1-.fil oII L' of LIAR T covE2Ac E • •— a µy µmy Q I 7 s0O SF.X 30 2�0 SF.—NOT APFLICAAE FOR hAS DISTRICT 8 B 8 I I - tt ) jj{ II i I LJ` i! yy = _ _ e f Ll 4 e T COVBtAGB 33T7 SF. 4a31 r0l Ir �.FI .II II I'l ��I '�,i�� f2510F LOT AREA REC'1R®1 1,875 SF. U PT-1 5) ?Z6 NE 5fh Cant ?T2 NE 5tli Cant 216IQE 5!h Cant 210 NE 9th Cant 200 NE 5th Cant. SPACE FRovID® 3�sa SF. a2ot 0 s�AUAG4EDstntv�r c n--ra PORIEGALDF5dtWTION • Q x ------------------------_ 120,00'IV 90°0000"E--�----------------------t rI ! w LOCATION MAP 1 saHB! 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NOLAAP:NATT54. r'4 ® 7d Ti0E Te.{® sorer car ® 7QX ra 7707 N6 SEE Mir 147ECATIOI ] TACTIRSe ALL d•PTO@•0710 WADLNEfLD01 saLLOEFLAT 1MXfAM Cr.)CCM 4.4 en TLEWN%MNOOt LIwFAorIA�/SIPPLffi PPXRro µ4NFACR�/&DRUM ALL warn WS .006 � I n U.IERI07 aF E61 EMOfi LAMS COWRIE R961 re Me eEw1e T DE G•, ® 7d X7a ANII Q�T CQITPACTOI ro TERFMWAEwl CG ® C4$%SQ SAGEle&95E EAST 7IVATIOI � El � - O , 90d 5I0NG0. ClL / r hr.4 SHOWER RE/ SS DETAIL / Ed 71'5. ,• sd AREA CALCULATION I V 1159.GLASS.sOYIBt / Bi / 7+0. Ay sQ a 7-0 f/ 764 Ira p L / 7i / rd /T{/ DOSTAIG ROCK A/C 1652 SF. et b iror/n�Dass s. CORN m• aw° ADYE ICAL 7 as9o�w FLEW ROCK A/C 882 SF. • 9LYATIO•S mrr•Au TOTAL AC AREA 2534 SF. W • SOW nDLTt _ 2 CPR GARAGE 515 SF. "'I BATH �e'e°Tua COVER®PORCH 134SF E#I131TN � ,T Al Ilk' ® -EA•aaaa•Rod COVERED LOGGIA 144SF. ►-� RAT a& Al Ilk' µAN g)EAgTa7 ® O O O ® O � �Dr "itl���� II_ 1 �IDCA7041B TOTAL COVERED AREA 3927 sF. 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LOC 106 Sear[ \ \ 3'BF'IG" 11019 ____ - 'A \ \ \ Wa 6-0VT / ra Vl / /rt., 60. / 00 / 10,4 / 9.3 / / Sd 9-6 /Pd 4 T$' 7-0 / p$ / Si / gad EIXDe&Or ilia / AA0002340©2015 • LEGEND, AB8RE1AATlONS A 3.0 . 1 TTP GL °�' C. i m m cacc ca E 1 I 1al ( �H 0 PaMva T Pwa Erman EDAM • FLOOR PLAN coam c a+ NN°EARN MAE T ARTED car& =_--= RIMECITSTRICTLH A • ALNa�OE9ALlDY'am; I/4'•r-o 1 I CQEivucrLN Z--_Z Se=RAN CEP arA -- AHO/E ca SOW rj.J • N>. . • DEMOLITION NOTES Project Number N TERDSTT.I TSSCR0O.5 RSO'S 14 0 9 6 OR CEM7ITVIMEM6Lcn iC 5978i'S OR FRCOM ZEES.CR SAFETY PREY'ARIOS ARD OQ AM 01187 PERSON Pla1F00.0G AM CF IIE RCeC MLII.I 3 N TIE f9D.ECL 02 FCRIFE FAI1fE CP A4T 0.7Ie1 TO=MT CLR IIE KIS N ACCOMA E WIMTIE COORACT[COMM BALING COM CP AFfl1PJ•ELMAYM COCCACICR TO KR'f All=TM EF_A➢lS N7MS NIHRR ND EREECR CNZW0YE CF ItE FCORATIO! 0I0.1010/11.AT AREA Cl.OB 10.MCN PRCR TREK:M G AM CB.UR%H AM WARN;LOCATI OS HST SOW PIRM name Funs steam REPOVEO M.EOINIal:TO R6 OF=RR I10 MEN N RELAX..TO 11-E FCCP05!0 03.0107./ CKN7ACTORTO ERACENO=MPH DEMO MCI=AS RCCURED MICR TO CENC111CH CIS 0702ACTCR TO PROTECT RD FROYCE%WM CF E CSTYB CC SRICCKN TO R001I0R10 ,j.,,) .�, •— U$ 4P CP lelliallt ANLE�A4ECSTNJGOCPPPAMi1.06H75mIB.NNOR+B COCUCEN 94111£ EFCR NfT NO AIL;PA=TO TIE BCC579$BUM PAYNG. 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'�., • ►-1 .L' NN WON FIRH.BQ CF ice\ I `: 1 SUPPORT AN)F O T D(ISS NEEDED TMG A�a� i iL ' i I. AMWAllSTORB4AIN i rL I !; T SHORE As N�TO s PaoRTAND PROTECT h ��wnl H i j OOF AND W REMAIN �� I waRrocaAaP7D IIAIDDOCRSM 6= RSVllloes f I-L_ � i�--1 r-1rTr === Ita I I I I / IL ' I 11 I I ,' BLOT T 010 WAl \‹. a; FE BI510-g �� I I I I n.-- _< rraor Fvmertff I . \\ I II I r - .------� i Lelvae I I / • AWrO I F l ---- ==t - __- 1u4<.�1�C. Irur n\c.tC. tTC,cCMex.-\- 1 �oocR I II Rt 1 1 ••_.,- CF I I �(F�N( `:� G( (e.�C,,( 0 0WN1 I FRORCITFRWNI Fen wwaY;= ,1 wOEZZOS". 'tl P62MIT SET 11 1 Date 10-21-15 II ,I DrtrenIdedad SDC/BMS -- Date!Bevan' - MOVE IWDOY j I R9 Dote 114TW8 Dote I CCTCOt1111OTt L-.L:' _Y -'ram W. $J CONTENDING WITH WI-E COM EI CING NW _ - I mW D�INATE MTH D@lcLrTION COORDNATE WRH INA7.0 AND 1 DOOR WINDOW AN)DOOR DETAILS IWA7.0 AN)18/A7.0. SOUTH HOUSE DEMOLITION PLAN NORTH HOUSE DEMOLITION PLAN . STRCTRE TO S RN$3:1101MTa KIVU MEE ELEVATOR03(OR89 - STACRfE TO R IM CCATeDOM SITE KM FCQ FEW ICCATIOI er 01113i.51 1 AA0002340©2015 DEMOLITION PIAN D 1.0 0 • p I I MARC JULIEN HOMES -PL 218 NE 5 -a, CT , DELRAY BEACH R F, 1311a / DEMOLITION REPORT • • • MARC JULIEN HOMES Date: December 8,2015 Lynn Van Duyne • Historic Preservation Planner City of Delray Beach 100 NW 15`Ave Defray Beach,FL 33444 Dear Lynn, It was great to have you on-site last week to review the progress we have already made on relocating the main house at 218 NE 5th CT.We are really excited to show everyone what can be done with a historic structure. As you know,the main house's structure is in great shape however,the guesthouse has not aged well.As you saw,most of the existing structure is not Dade County Pine and has not been framed anywhere near what would be required to create a safe structure.Two of the four walls have extensive rot and the roof is not safe. Please refer to the,engineer's letter provided in this package. Based on the above,we are prepared to incur over$10,000 in additional costs to rebuild the areas that are not safe.We are requesting permission to remove the north and east walls of the guest house structure as well as the roof.The west and south walls will remain in place and will be rehabilitated. Should you require any further information from our consultants or myself,please do not hesitate to contact us. Si cere ' • Marc J ien • President 755 NW 17th Ave Suite 107 MARL T IE�f Delray Beach,FL 33445 J T:954-200-7 7 58 HOMES F:954-200-8969 www.marcjulicnhomes.com MARL JULIEN HOMES The following pictures were taken on December 8, 2105 • • 755 NW 17th Ave Suite 107 ARG U.IEN Delray Beach,FL 33445 T 954-200-7758 HOMES F:954-200-8969 www.mcarejulienhomcs.com MARL JULIEN HOMES Front elevation from NE corner F` �,. ,.. 'Z �h ; IAA _ _ Ty_�.VY It '/ /t1i - i t• 4 �"L � .lr tt'Z., _`�.•i 4. 4 11 •. �rs:x.i'. I:"{o,, ,V 1. .� 1 5 . fries a T I: '. ' i `N,•. -.q,.,.4• fi� I pq y o icy.ty I,' f� L k ;L C+ ' 1i3`' -- - - .'$it' I'/y.f - ;L _ l; t .,Jets!. Y' b# I ; ur Tlj , '. I ;i1H� : I- { _ - f• ,,xa. 1 1. t • r F. .1 • L • I ;l �I Iti771:'P; c - ,. ,,; i Jam' - - , � V � _ -: - -- ' -sib -,w s .r ^ _.ice • • 755 NW 17ch Ave Suite 107 MARG U N DelrayBeach,I'L 33445 J T 954-200-7758 HOMES— F:954-200-8969 vw v.marcjulicnhonies.cone II II MARC JULIEN HOMES r East section of North wall.Severe termite,water and fire damage to the left of window. Fire damage 1 extends up above ceiling. 1 4 -' + __  - - _ _.... L�.. x, C' .. `�. r ;' : , - s_ :i1 _ — _ ��.�_ 1 • u i'3; 1 _ 1 11 0 0 R r 1 E 0 755 NW 17th Ave Suite 107 1 MARC JULIEN Delray Beach,FL 33445 T 9a•F-_00-7 7 5S HOMES F:954-200-$969 1mv.inarejulienhonies.eorn MARL JULIEN HOMES Far west wall. The only wall original to the structure. Minimal repair. w - r ..7 .c ;, .. - 1• .- .sue- •;, - r :, . r am.' i , .g t F �1� / i , I , ', l z zy�-,1 1 ,3, ; • \ IpI o — E E ., I y , r, I /iit ' F _- �.. t• • l — E7"— f- /:a ro i_r - ---- k -�/ _ 3' _ '1 � "i . . ... . % - • 755 NW 17th Ave Suite 107 MAC UUEN Delray Beach,i�L 33445 �j T:954-200-775S HOMES F:954-200-8969 www.marcjulicnhotues.com 1 I. G 1 MARC JULIEN 1- HOMES 1 NE corner. Severe termite and water damage. 1 1 as. j1.-.5 ;I Fi• : -\fir, 'f,ict' • ifV4 'I t p I` I 1 1 t F - I <_1 . ,i, 1 I C " _ Il '- 1 1 - c . 1 1 1 755 NW 17th Ave Suite 107 -IVIARC UUEN Delray Beach,FL 33445 J T 954-200-7758 HOMES F:954-200-8969 www.marejulienhotnes.com MARC JULIEN HOMES North wall above window on east section. Termite, water and fire damage. . - -- - - ti r.. '; t ittitl hit'V F. r r Ott ._ j . 1 j E + ! ;i `3 -c- {t� f 41 ? 1 r :- I I ...::*4 `'•'' ' 1:Iti i -, Irk ` 1- r ! .4 ti _ _ { 1 Olt .r74.r k_ F • 755 NW 17th Ave Suite 107 uL N Delray Beach,FL 33445 MARC J T:9 -200-7758 HOMES F:954-200-$969 w'ww.marejulienhontes.com 1 I 1 MARC JULIEN HOMES I I SE corner of bathroom on south wall. Termite damage with poor construction I methods. Top plate needs to be replaced �l � s ? j ate.1 , •"?-4., g- r y 3, '..:',.-j • -- / z; `"Y a. lai 4 -;,..A..-,-,-.. t - yam :5 aawy- rM fgsuya 0,4- 2 . M 1* v - • V'-- -. e su. ti t y r. tI ,` . `• .�`.- § ; - f- S +�'.i Laos/'}iy'�s=; _ —. . -- • • q — (� Y •- , , . - .: 1-i.-‘-.'1:.:-;1':.1.i d,1-:T;i• p ti 1. b s : 1 P }bI l r- 1 I I i I I 1 1 I I 755 NW 17th Ave Suite 107 4IARCJU-LIEN DelrayBeach,FL33445 T 954-100-7758 HOMES F:934-200-8969 wwv.• .ui arc j ulicnhouics.com MARC JULIE N HOMES Middle of South wall above ceiling. Severe fire damage to structural beam - A - s > w kittux `' ieis� i+!r N E z:- -7 47-.,.r.,--*‘‘'':V,7-',., , No.. -ti,v-i:.- -\ - ' ._ ,,, .,, .,. :,....._._ „..„., , ,,..,_:„ ., l'fin i0 z .ay _� .11..t. - ' %- - -n �" �� 3• 4•_ , mot?+ _. -. r -.4 .1 �. t •> } i t - s �� _ ma x .0 - - '- - 755 NW 17th Ave Suite 107 MARC ULIEN DelrayBeach,FL 33445 J T:954-200-7758 HOMES F:954-200-8969 www.marejulienhomes.com li I 1 MARC JULIE N HOMES / 1 Far East wall section. Severe termite damage with poor construction methods 1 1 1-_ , , , k _._.. •e � •41141):gq,,,'M. 8 , , ,• � t • �1: �, 'zZ:-11113a-- •:-. J .a, ,...i y _ , I i t .r jell 78 F` Ii , ... ., i,„.. , . ,, .r ---t= .--,-_----,-, 1 - .:t, -. _ i' .4 c • •.• /r I 'jet t 1. — i,i I '� _— , 1�1 �,. r.-t. -T.-: -._,..:-.. -.',.:,_J-1_,.. . _....,. I: v ii, 1 , ! 'i ,-,YI 4s • 1 r �.7; 7J • /� T 755 NW 17th Ave Suite 107 MARL J rr.. N Delray Beach,FL 33. 45 T_954-200-7758 HOMES F:954-200-8969 www.urarejulienhontes.com MARL JULIE N HOMES East section of south wall. Wall dividing bathroom and living room. Severe water damage. x �/f y ,7---- �(,�N • • Ja AjS I 1 I•t ' � T _% S • ,, • ¢, .! 1, s 141:1. , ti. ` ; -.t `l 1'. • roe. rr ••• `S� J. • • 735 NW 17th Ave Suite 107 J MARC U IEN llelrty Beach,FL 33445 T 954-200-7 7 a$ HOMES F:954-200 8969 www.marejulienhonics.com MARC JULIE N HOMES • Top plate at the South wall. Poor Strapping. i, ,j " i +gam _ _ � -:/_ r4 � 1 I'_ • is �, • ' .• yl A 1 • • s 4 . .0 - - . _ - ' 755 NW 17th Ave Suite 107 MARG TLi-LIEN DelrayBeach,FL 33445 J 11954 200-7 i 5,S HOMES F:934-200-8969 www.marcjulienhomes.com MARC JULIEN HOMES SE corner of structure. Interior side of bathroom. Water damage f • ...- -.. ._., ...--,.....,,,- _ - -4,...--„ . .,,. ..„.....„ - ._,........- - ..-- .v.,.!;itiv- ate_ `_ -Eye_' _ - _ -, ► V' .. .7 • 3 lam_ �t! w Tile. & h1 • �.-�S' S9._ Y,�e, i- ram Z' ' t.1 ;. • 4 r w • '_ Gam- ^n T • • • „mac, t , • f..0 • • 755 NW 17th Ave Suite 107 MARC Ju uET Delray Beach,FL 33445 T 954-200-7758 HOMES F:95=1-200-8969 www.marejulicnhomcs.eon.i 0. ► MARC JULIEN 1 HOMES 1 1 NE corner of addition area. Severe termite and water damage 1 1 ' • i • t f: l' - Nn , I - --- - - ,i, .. ,, ,, , „... -_,_ .,„....._.;_,_ . _ .. ___:_. .=_. - -- - -• ► • / .,,, t , man . 71 S.-�_ �� 1 �'- _ a .i - �.'o.- _ ^tea �. �--•�� • { i-- ice;. r�q. 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'1•Z-i._;•i'l''':l•-?";.' ----.;:.":k_...:- : .---;'"';'- .4-- .. ,+- r? ::-•:72.''--.--:.:.2-.---- -;--3 :-.---"-':;;-:-ZI•-'''''''-`:` • ---...t.'•''''•- • _ - ,-., - .-. ..?_ - :.--,---,--•--,;•••-•:_: ..- - ..---,_..•,' '.!.0•:-:.c.4"'....-..;;"....1„-...,.:-_•,....F.:•-.k.-_, -.4-..,,,c,..;: -..-s;._--;.•.>:- • • 755 NW 17th Ave Suite 107 -14 ARcjurEN Delray Beach,FL 33445 T:954-200-7758 HOMES— F:954-200-8969 www.inarejulicacaucs.cont • HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: January 6, 2016 ITEM: 334 NE 1st Avenue Old School Square Historic District-Certificate of • Appropriateness, Class Ill Site Plan, (2016-016) for the change of use from residential to office for the noncontributing accessory structure located at the . rear of the property and associated site improvements. GENERAL DATA: ii '`' -v Owner:....................... Ted Forman '.111 P t f--- .Agent........................ Jose Aguila, Currie Sowards Aguila � e< Architects ' i I Location:... ' ' ii I 1st i '`� 334 NE Avenue -- \� 4 Property Size:.............. .29 acres + ., — Se‘ Future Land Use Map:... OMU (Other Mixed Use) , to =urrent Zoning:............ —I 1 OSSHAD (Old School Square - Historic Arts District) Lake Ida Rd 1 ( 1 1 HIM Adjacent Zoning:.... 11 North: OSSHAD I _ ,111y ___ South: OSSHAD ,...,.....6.-- r.�111--- East: OSSHAD tog West: OSSHAD I Proposed Land Use. Office _� r t-- .--- J11I•II111 _�,_ Water Service:............ On site M m imi Sewer Service:...... On site — o rPM _ "'��St� NW n• _ = I -•�.._. i : .. Lisivvi• NE Alk — rI1---� (-- 1 NORTH - ITEM BEFORE THE BOARD The action before the Board is approval of a Class III Site Plan Modification request associated with a change of use request from residential to commercial office on the property located at 334 NE 1st Avenue, Old School Square Historic District, pursuant to LDR Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The subject property is Lot 20, Subdivision of Block 65, Town of Delray (0.14 acres). The property is zoned Old School Square Historic Arts District (OSSHAD) and is located within the Old School Square Historic District. The property contains a two-story vernacular structure constructed in 1907 as a single-family residence, and is classified as contributing to the historic district. In the 1920's a garage was built on the rear of the lot adjacent to the alley. The garage was demolished in the 1950's.A new detached garage was built on site in 1993. At its meeting of February 16, 1990, the Historic Preservation Board (HPB) approved COA 8-098 for an overall exterior rehabilitation of the structure. The associated improvements were installed the same year. On June 3, 1992 HPB granted approval for the construction of a garage with a guest apartment above and the garage/apartment was not constructed. At its meeting of June 16, 1993, the HPB approved a revised garage plan eliminating the second floor apartment and adding a boat storage enclosure (car port) to the north side of the garage (COA 8-176-A). A portion of the garage was later converted to an apartment without first acquiring the approval of the Board or the necessary permits. This is also the case with the existing shed, which was installed on the west side of the garage without Board approval or permit. At its meeting of November 7, 2001, the HPB recommended to the City Commission approval of a waiver request that would allow the subject property to be developed independent of the adjacent Lot 19. At its meeting of November 20, 2001, the City Commission approved the waiver request. In 2001, The HPB approved COA-491 and the associated Class V site plan, landscape plan, architectural elevations, waiver, and internal adjustment for Forman Office with conditions. The development proposal involved the conversion of an existing 1,257 square foot single-family residence into an office, the construction of a 233 square foot building addition, the conversion of a 603 square foot garage/apartment into a garage/parking spaces, and the installation of associated parking and landscaping. The proposal retains the existing residential character of the building while allowing the adaptive re-use of the property, which is encouraged in OSSHAD. The 2001 staff report is attached to this staff report. The current request is for change of use from residential to office for the 424 square foot, one story detached garage structure built in 1993. The Class III Site Plan Modification is now before the Board for consideration. SITE PLAN MODIFICATION ANALYSIS Items identified in the Land Development Regulations shall be specifically addressed by the body taking final action on the site and development proposal. Pursuant to LDR Section 4.4.24(B)(3), Principal Uses and Structures: The following types of uses are allowed within the OSSHAD as a permitted use: (1) Single family detached dwellings. (2) Duplex structures. HPB Meeting January 6,2016 334 NE 1st Avenue; 2015-016 Page 2 (3) Business, Professional, Medical and Governmental Offices STAFF COMMENT: The proposed change of use from residential to office is permitted within the OSSHAD zoning district, therefore positive findings can be made. Pursuant to LDR Section 4.4.24(G)(4)(d), Supplemental District Regulations, Parking Requirements, Business and professional offices shall provide one (1) space per 300 sq. ft. of total new or existing net floor area being converted to office use. STAFF COMMENT: The parking requirement for the proposed use is 1 space per 300 square feet. Therefore, 1 space (1.41) is required for the use; one is required to be a handicap parking space. Two parallel spaces exist at the rear of the property off the alley, with access provided by the alley. The existing handicap parking space will be relocated from underneath the carport, to behind the house and in front of the detached garage to meet current ADA parking requirements. Positive findings can be made with respect to the required parking for the change of use from residential to office and the applicant will take a one-time, one parking space exemption per LDR 4.4.24(G)(6), which can applied to new development or change of use of a property. REQUIRED FINDINGS Pursuant to LDR Section 2.4.5(G)(5), Class III, a finding that the proposed changes do not significantly affect the originally approved plan must be made concurrent with approval of a Class Ill modification. (A) FUTURE LAND USE MAP: The resulting use of land or structures must be allowed in the zoning district within which the land is situated and said zoning must be consistent with the applicable land use designation as shown on the Future Land Use Map. STAFF COMMENT The subject property has a FLUM (Future Land Use Map) designation of OMU (Other Mixed-Use) and zoning designation of OSSHAD. The zoning district is consistent with the OMU Future Land Use Map designation. The proposed mixed use development consisting of office and residential uses is permitted, and therefore, appropriate. Thus, positive findings can be made with respect to Future Land Use Map consistency. (B) CONCURRENCY: Concurrency must be met and a determination made that the public facility needs, including public schools, of the requested land use and/or development application will not exceed the ability of the City and The School District of Palm Beach County to fund and provide, or to require the provision of, needed capital improvements in order to maintain the Levels of Service Standards established in Table CI-GOP-1 of the Comprehensive Plan. STAFF COMMENT The applicable Concurrency items are noted as follows Water and Sewer Water service exists via service lateral connections to the 8" water main on NE 1st Avenue; sewer service exists via service lateral connections to an 8" sewer main within the north/south alley. Pursuant to the Comprehensive Plan, treatment capacity is available at the City's Water Treatment Plant for the City at build-out. HPB Meeting January 6, 2016 334 NE 1st Avenue; 2015-016 Page 3 Streets and Traffic: The subject property is located within the Traffic Concurrency Exception Area (TCEA), which permits all development proposals to submit a Traffic Statement, as opposed to a Traffic Study. A traffic statement has been submitted which indicates that the proposed change of use to accommodate office use and would result in an increase of 11 new daily trips (5AM peak hour trips and 2 PM peak hour trips. Parks and Recreation Facilities: Since there is no residential component currently proposed, this standard is not applicable. Solid Waste: Solid waste generation will increase by 1.35 tons per year(500 total office square feet x 5.4/2,000). The Solid Waste Authority has indicated that its facilities have sufficient capacity to handle all development proposals through the year 2046, thus a positive finding with respect to this level of service standard can be made. Drainage: Drainage is existing on site and the proposed improvements do not impact the current drainage. Schools: School concurrency is not required by the School District of Palm Beach County. The proposal is to change the previously established residential use to office, which is not deemed to create an additional impact on the surrounding area. The previously approved site plan modifications will not be impacted by the proposed changed of use. Further, the modification does not significantly impact the previously made findings as they relate to consistency with the Future Land Use Map, Concurrency or the Comprehensive Plan. Compliance with the Land Development Regulations parking requirements is the primary goal with the proposal, which has been reviewed for compliance and found to meet the required 1 additional parking space with the one time one space reduction. 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 these areas from complying with the Palm Beach County Traffic Performance Standards Ordinance. A traffic statement has been provided which indicates a net increase in 11 daily trips deemed an insignificant amount of traffic on the surrounding roadway network. Pursuant to LDR Section 3.1.1(D), Compliance with LDRs, whenever an item is identified elsewhere in these Land Development Regulations (LDRs), it shall specifically be addressed by the body taking final action on a land development application/request. Such items are found in Section 2.4.5 and in special regulation portions of individual zoning district regulations. As described under the "Site Plan Modification Analysis" section of this report, a positive finding of compliance with the LDR's can be made. REVIEW BY OTHERS At the meeting of November 19, 2015, the Community Redevelopment Agency (CRA) recommended approval of the development proposal. At the meeting of December 2, 2015, the Pineapple Grove Main Street (PGMS) recommended approval of the development proposal. HPB Meeting January 6, 2016 334 NE 1st Avenue; 2015-016 Page 4 ALTERNATIVE ACTIONS A. Continue with Direction. B. Move approval of the request for a Class Ill Site Plan Modification (2016-016) for 334 NE 1st Avenue, Old School Square Historic District, 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 criteria set forth in Sections 2.4.5(G), and Article 3 of the Land Development Regulations. C. Move denial of the request for a Class Ill Site Plan Modification (2016-016) for 334 NE 1st Avenue, Old School Square Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is not consistent with the Comprehensive Plan and does not meet criteria set forth in Sections 2.4.5(G), and Article 3 of the Land Development Regulations. STAFF RECOMENDATION Move approval of the request for a Class Ill Site Plan Modification (2016-016) for 334 NE 1st Avenue, Old School Square Historic District, 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 criteria set forth in LDR Section 2.4.5(G), and Article 3 of the Land Development Regulations. Report prepared by: Lynn Van Duyne, Preservation Planner • Drawings Traffic Statement Photographs Title Certificate 2001 HPB Staff Report HPB Meeting January 6, 2016 334 NE 1st Avenue; 2015-016 Page 5 APPENDIX A 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 X Does not meet intent 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 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 HPB Meeting January 6, 2016 334 NE 1st Avenue;2015-016 Page 6 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. 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Currie, FAIA S OA R D:S Jess M.Sowards,AIA, LEED AP ?.:>=>> AG U I LA Jose N.Aquila,AIA,LEED AP FORMAN OFFICE EXPANSION DELRAY BEACH, FL TRAFFIC STATEMENT October 30, 2015 Architecture, Planning, interiors, Sustainable Design 185 NE 4th Avenue,Suite 101,Defray Beach,FL 33483 T 561-276-4951 F 561-243-8184 www.csa-architects.com AA26o01534 INTRODUCTION This traffic statement pertains to the Forman Office Expansion project located at 334 NE 1st Avenue, Delray Beach, Florida. The site is located on NE 1st Avenue between NE 3`d Street and NE 4th Street. The request is to change the use of an existing enclosed 2-car garage to general • office space. • The proposed project is located in the Delray TCEA. The Property Control Number for the parcel is 12-43-46-16-01-065-0200. The existing and proposed site development on the parcel is as follows: Existing Land Uses: General Office: 855 Sq Ft • • • Proposed Land Uses: General Office: 1,279 Sq Ft Site access is currently off of NE 1rd Avenue and the north/south behind the propoerty. These are proposed to remain. • • PURPOSE OF STATMENT Based on the standards of Article 12 a traffic statment for a proposed development within a TCEA shall provide traffic generation. TRAFFIC GENERATION. The daily trip generation of the proposed development has been calculated in accordance with the traffic rates provided in the Palm Beach County Trip Generation Rates table. Tables 1, 2, and 3 show the daily,A.M. peak hour, and P.M. peak hour,traffic generation for the existing development, respectively. 'TABLE 3-Existing Daily Traffic Generation ......................................................... ......... . .ii :>:::>::>::>:::i�nc#usg::::;;::<::> : : ade.<:.:. . . . :>::>::>::::::»x::>:>:::::::>::::>: :.;:;-::.:-;:.;;:.;:-;;:-;:.:.:;.;:. .::.:.::. ;:><=:<::z:::>:=Gss3cii. ...... .. A.7Li............. ........#�. St&SECA:::. . � iA:�-::-;:�?�ti ..-�---.............---i� :-:: .�n.: : '#. t?1giT{ipi.;::;-- I General.Ofliice 710 0.855 1,000 SF LriT:0.76 tr�(X)+3 64- 35 10 00% 4 32 Grand Totals: 35 4 32 I J 2-Existing AM Peak Hour Traffic-Generation[ FHtiJ�t2bf4::i::;:::::;:_.; .'�..¢;.,. �... c..auq.::.A.:::::::: 1:::::::::... .:,:::.::..:: RB. {YllStf6ff.-:::�::::::::::::::.....22L.... ...7'7iet la... f3Liki:=_1`4t$f M�.�va:..•.P.3.1�+ .tTSgY-�s;{Aa:�:�tiE;::��: : Genetnf.afFKe 710 ^' 0.855 1,000 SF Gh(T)-0.80 Ln(X).+'L57 .0.38 0.12 _ 3 1 4 _ 10.00%. 0 . 3 .1 4 , -- Grand Totals:, 3 1 •.. 4 0 '3 1 1 4 TABLE 3-Existing PM Peak HourTraffic Generation ..................:.:....... .... .. ...................F......-- ....:.::f:Mss-.b.�:....................r�gc......;::::. iiit:HRi'J:tt6t:<s::::=:;f :- -:::n :o::::>:::::-:: ::_::::::_::::n:-::-:::>::::tRB ff8tf033;.::;::�:::;<; ;::�:-:::: '::-::a:: >:.:;.>: .-.. . ;-::: :>->x ::.:... .:: : : � Y.......................... .. .. .......:.....���.........::..:::::.:: ::-.�-..2rz...-:--.urst.. ...#a... .E3nt. .TotsE.._. =�.�:.;. asth�:�rfgg�.:icc: .hut=:FtiYat. GeneraiOfftce T 710 0.855 1,000SF 1..0. 0. 7 0.83 0 1 1 10:00%. 0 0 1 1 Grand Totals: 0 • 1 . . 1 ` 0 0 I 1 .-1 0 • Tables 4, 5,and 6 show the daily,A.M. peak hour, and P.M. peak hour,traffic generation for the proposed development, respectively. 3LE.4-Proposed Daily Traffic•Gerieratiori 3eneral Office 710 1.2.79 1,000SF LOT4161 (X)..3.68 .48 10.00% 5 43 Grand Totals: 48 • 5 43 3LE 5-Proposed AM Peak Hour Traffic Generation :Pan:: #ff£ ....fiirrens£tyt _.::::::::::::::::>:::-::::::::::._;•-:.::.Ra' jEf# :::;•;:•:;-:::-;;:.;>:., As:...:;:uuE:-:c-:.:3n-::.:: stC Tszaf:-`3-::-;:;-:3i::::-: 4at.>T4rs .I►s.::==:#Ytil: :3aia3::, 3enerat Office 710- ' 1.279 1,000SF I.n(T}=0.80I.n(X)i 157 0.88 0.17. 5 1 F fO.00% 1 4 1 5 Grand Totals: 5 1 6 1 • 4 1 5 3LE 6-Proposed PM Peak Hour Traffic Generation5. ' .:......................................................................:.:::..::::::.::::::::::...:................................................... .....................:...::::::::::t?::.....................)'girl3teQ... .Y....... ;::-;:-:-;:•;:-;:-;:-;:-;:-;;:;:;:-_:::::::::::<•:::::. :-:;:.:_:.;:.;:-;:.;:.;:.;:..;::-;3 .;:.;::-;:.. :.;.;;•. :.;;:-;::.;. :;.:;::. . ....:. .............................faFtey�?tttago!s..-.......................�x.... ...�a??�t:...j..:.�#..: :<?'v.+�!-:.�.�:::9�::.�:-�a�s;���s�ss::=>:�!F�:�>:E:� .::.'la�s 3eieraIOfce 710 1279 1,000SF -1.49 0.12 0.38 0 �.2 ) 2 /0.60% 0 0 ! 2 2 Grand Totals. 0 2 2 {( 0 0 1 2 1 2 The net difference between the existing and the proposed development is as follows: Daily: 11 Daily Trip increase A.M. Peak Hour: 1 Peak Hour increase P.M. Peak hour: 1 Peak Hour increase This results in Peak hour trips in and out as follows: A.M. Peak Hour(in/out): 4/1 P.M. Peak Hour(in/out): 0/2 CONCLUSION An analysis of the traffic impacts associated with the proposed renovation was performed in accordance with the Palm Beach County's Article,Traffic Performance Standards. The proposed redevelopment has been estimated to generate an increase of 11 new daily trips, 5 A.M. peak hour trips and 2 P.M. peak hour trips. The results of this analysis indicate that the proposed development is located in Delray TCEA and meets the requirements of Palm Beach County's Traffic Performance Standards. Cu R R I Eir 185 NE 4th Avenue,Suite 101, Delray Beach, Florida 33483 SO WA R D S Phone: 561-276-4951 FAX: 561-276-8184 _ 7 I AG U I LA architects Email: ofce@csa-architects.com AA26001584 Letter of Transmittal Date November 5,2015 To Jasmin Allen Company Delray Beach P&Z Project Forman Office Conversion—334 Project No.150803 COPIES DATE DOCUMENT# DESCRIPTION 1 Title Certificate 1 Copy of Warranty Deed 1 Copy of Owner's Consent for Cheryl Forman THESE ARE TRANSMITTED AS CHECKED BELOW: nHerewith El Reviewed u Submittal not required; El Under separate cover n Reviewed as noted Return without action ❑✓ Per your request 0 Exception as noted I I For your use/file For review Revise&resubmit n Return for review n For review and comment Rejected 111 Other REMARKS Today we also mailed the Traffic Statement with fee to Palm Beach County,thank you. Elcc: File Transmitted by: Jose N.Aguila,AIA,LEED AP EJcc: Ted Forman LAW OFFICES OF KEITH D. KERN A PROFESSIONAL ASSOCIATION 50 SOUTHEAST 4TH AVENUE DELRAY BEACH,FLORIDA 33483 KEITH D.KERN,ESQ. TELEPHONE(561)276-4146 FACSIMILE(561)276-3859 E-MAIL KKERN@KKERNLAW.COM November 5,2015 TITLE CERTIFICATE I, KEITH D. KERN, ESQ., an attorney licensed to practice law in the State of Florida under Florida Bar Number 961190, do hereby certify that THEODORE S. FORMAN and CHERYL FORMAN, husband and wife, are the fee simple owners of the following described real property located in Palm Beach County,Florida: Lot 20, SUBDIVISION OF BLOCK 65, DELRAY BEACH, according to the Plat thereof recorded in Plat Book 2, page 20, of the Public Records of Palm Beach County, Florida. Title to the subject property vested in THEODORE S. FORMAN and CHERYL FORMAN under that certain Warranty Deed recorded in Official Records Book 12782 at page 560 of the Public Records of Palm Beach County, Florida, a copy of which is attached hereto as Exhibit"A" and made a part hereof. The above-described property is subject to the following: All matters contained on the plat of SUBDIVISION OF BLOCK 65, DELRAY BEACH, as recorded in Plat Book 2,page 20 of the Public Records of Palm Beach County,Florida. This Certificate executed at Delray Beach,Florida on the .7 day of /VO✓EM8 I2 - ,2015. Yours truly, LAW OFFICES OF KEITH D. KERN,P.A. BY: 2 .•— KEITH KERN,ES . KDK: Enclosures • (vn.V Rug-02-2001 10:07as 01-331363 ORB 127/32 PgSE* �, Record and Return to: Con 465,588.8 DH. WILHEN, oc ERH ae 6�Y FL �� Royalty Title,Inc 1111�IianiWMrinli�111 mini11N 1F 640 East Atlantic Avenue#1 Delray Beach,FL 33483 THIS INSTRUMENT PREPARED BY AND RETURN TO: Priscilla Harris Royalty The.Inc • 640 E.Atlantic Ave Delray Beach.FI •: Property .,.. %v el Identification(Form )Numbers: • 12-43-4. 01-1`:1.-0200 Grantees SS 00819 and 268971619 • r si#,: , • O SPACE ABOVE THIS UNE FOR RECOROINO DATA T• THIS WARRAN (, ,-ED,made the 31st day of July,A.D. 2001 by HENRY D. FREEMAN, A SINGLE MAN, herein caned the grantor,to gbDORE S. FORMAN and CHERYL FORMAN, HUSBAND AND WIFE whose post • Circe address Is 334 1. 1 AVENUE,DELRAY BEACH,FLORIDA 33444,hereinafter called the Grantees: (Wherever used heroin in.for. .,-and'grant.'hetade all ma patties to mla In,trvment and ih•bales.legal r.pree ntativ.and aaalana or inOntdvab.and it.svCCasson a .,,t sans of corporations)) W I T N E S S E T le the grantor,for and h consideration of theof TEN AND 0 sum 0/100'S(310.00)Dollars and other valuable considerations,rec ,. +:eof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises,releases, conveys and confirms unto the gre at certain band situate in PALM BEACH County,State of Florida,v1z Lots 19 and 20, SUBD45dISION OF BLOCK 65, DELRAY BEACH, according to the Plat thereof, as recorded In P , `.ok 2, Page 20, of the Public Records of Palm Beach • County,Florida Subject to easements,restrict pond reservations of record andto taxes for the year 2001 and thereafter. �v . O TOGETHER,with all the tenements,hereditaments and n thereto belonging or in anywise appertaining.ic, 23 TO HAVE AND TO HOLD,the same In fee simple forever...‘ AND,the grantor hereby covenants with said grantees that the g- ny seized of said land in fee simple;that the grantor has good right and lawful authority to sell and convey said land, 210 . warrants the title to said land and will defend the same against the lawful stains of all persons whomsoever;and thatnd is free of all encumbrances,except taxes accruing subsequent to December 31,2000. 0 - IN WITNESS,WHEREOF,the said grantor has signed and sealed these is the day and year first above written. Signed)/ d aanndd delivered in the pr en of: 'f.-110 • Witness/t nature // HE I •ra'EEMAN l SLrt/a f`/J P.O.BOX 2071.SANTA FE.N.M.87504 Witness!/1 Printed Name ?�/ . Witness f2 Signature T'.c:y f' !�r:l•A Witness/2 Printed Name • STATE OF FLORIDA COUNTY OF PALM BEACH • The foregoing instrument was acknowledged before me tliis 31st day of July.2001 by HENRY D.FREEMAN who is personally known W A itginrpr/hashas (r 1.1......�)='t"-- as(dent'cation. ��zz0yy�y Ek/ys/// .--14a1 -)d014,,O - Notary.S. ure • .3,-� t,,:* -Tits.. R _ My Cor icon%air&ilD J., Printed Notary Signature 1.4aly rri4:• o• iimnitritio i, , A rii131i A . OWNER'S CONSENT (This form must be completed by ALL property owners) I, Cheryl Forman , the fee simple owner of the following (Owner's Name) described property (give legal description): Lot 20 of block 65, Delray Beach, Florida plat book2, page 20 of the public records of P.B.Co. hereby petition to the City of Delray Beach for Site Plan and Certificate of Appropriateness approval for Forman Office (Project Name) I certify that I have examined the application and that all statements and diagrams submitted are true and accurate to the best of my knowledge. I consent to inspection and photographing of the subject property by the Planning and Zoning Department Staff for purposes of consideration of this application and/or presentation to the approving body. Further, I understand that this application, attachments and fees become part of the Official Records of the City of Delray Beach, Florida, nd are not returnable. Cl u (4:79-1,-,- (Owner's Signature) The foregoing instrument was acknowledged before me this ' ��� , day of N O 0 E},-O r , 20 I by C-Link.) c'1,4C 11 who is personally knny�to me or has produced C� (type of identification) as identification and who did (did not) take an oath. ; s Si I U'er -�-%t (Printed Name of Notary Public) (Signat re Notary Public) Commission # , My Commission Expires ,: :... , ROBYN S.SILVER (NOTARY'S SEA :* Commission#FF 173785 --�41 Expires March 3,2019 4;'' ;w,,�.r Badad Thin Troy Fain Mama 800-3854019 t -10- ftCUR R I E Robert G. Currie,FAIR S 4 WA R QS Jess M.Sowards,AIA,LEED AP AG U I LA Jose N.Aguila,AIA,LEED AP architects November 6, 2015 RECEIVED BY Ms. Lynn Van Duyne NOV 1 2 2015 Preservation Planner 100 NW 1st Avenue Delray Beach, Florida 33114 City of©elrcFy Beach Planning & Zoning Re:334 NE lst Ave—Forman Office Conversion Request Project No. 150803 Dear Lynn: I am in receipt of your letter dated November 5, 2015, regarding the referenced project and upon review have the following comments for your consideration. First of all, as an update to those comments from Jasmin Allen October 29th letter,we.have performed the following tasks as she requested: 1. A copy of the latest warranty deed and title certificate was delivered to Jasmin on November 6,2015. 2. The additional Owner's Consent to include Cheryl Forman was delivered to Jasmin on November 6, 2015. 3. A traffic statement has been prepared and submitted,with appropriate fee,to Palm Beach County for review. 4. Per Tim Stilling email memo the survey is not required to be updated as the site plan will suffice. 5. The requested CD will be forthcoming prior to the scheduled meeting. Regarding your memo comments, I offer the following which addresses your concerns. 1. The requirement for providing vertical accessibility related to 20%of cost of alteration does not apply as there is no cost associated with this change of use. We are not intending on making any site or property improvements. We will however insure that there are no vertical accessibility issues at the entry door of the building where the change of use is occurring by providing ADA compliant transition measures. 2. We will insure that the main egress door is in full compliance with minimum required width and maneurability requirements. The door which will be used for access to this space is 36 inches in width an thus code compliant. Architecture, Planning, Interiors,Sustainable Design 185 NE 4th Avenue,Suite 101,Delray Beach,FL 33483 T 561-276-4951 F 561-243,8184 w csa-architects.com ,V,F,•M•, 3. As to the current ADA parking space, we propose to relocate it to allow for clear unobstructed access to the space under consideration and when doing so there will be no horizontal or vertical code conflict. 4. By relocating the handicapped parking space,the existing column is no longer in conflict. 5. This comment does not apply since Florida Building Code does not require upgrades to . other areas or structures where a change of use is not being considered. With this said, attached please find eight full-size sets of the appropriate drawings, one copy at 11 x 17 and a digital CD with copies the drawings and other requested material. Please let me know if you need anything else from me,otherwise I will see you at the January 6,2016, HPB board meeting. Sincerely, CURRIE SOWARDS AGUILA ARCHITECTS aalt\t„ Jose N.Aguila,AIA, LEED AP Principal Copy: Ted Forman Project File . d ,o� or ZOO 7, The action before the Board is that of approval of COA-491, which incorporates the following aspects of the development proposal for Forman Office, pursuant to LDR Section 2.4.5(F): • Class V Site Plan; • Landscape Plan; • Architectural Elevations; • Waiver Request; and, • Internal Adjustment. The subject property is located at 334 NE 1st Avenue, approximately 282' south of NE 4th Street, and is within the Old School Square Historic Arts District (OSSHAD) zoning district. digingiMINEMEMEMBNIMMENOMOKORitattallifigninilleglERIEBEREEMER1 The subject property is Lot 20, Subdivision of Block 65, Town of Delray (0.14 acres). The property consists of a restored contributing single-family residence constructed in 1907 in the vernacular style. In the 1920's a garage was built on the rear of the lot adjacent to the alley. The garage was demolished in the 1950's. At its meeting of Februa 1y 6, 1990, the Historic Preservation Board (HPB) approved COA 8-098 for an overall exterior rehabilitation of the structure. The associated improvements were installed the same year. On June 3, 1992 HPR granted approval for the construction of a garage with a quesLapartment above; this project was, abandoned and the garage/apartment was not constructed. At its meeting of June �1993, HPB approved a revised garage plan eliminating the second floor apartment and adding a boat storage enclosure (car port) to the north side of the ara a (COA 8-176- portion of the garage was a er converted to an apartment without first acquiring the approval of the Board or the necessary permits. This is also the case with the existing shed, which was installed on the west side of the garage without Board approval or permit. At its meeting of November 7, 2001, HPB recommended to the City Commission approval of a waiver request that woulLLallow_the subject property to be developed _independent of the adjacent I ot-1 .e-9 At its_metigq. of November_20, 2001, the Cit ry Commission approved the waiver request A site plan approval request has been submitted to convert the existing single-family residence to an office building, and is now before the Board. • Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 2 .i �:j .it=-=��-�> �t=is?it?[ ?�"-}'<`:::;:::::[-:2 -:'-:;--;-::-:;-;--::->;;;:-:;:-;;:-:=�:';-:::-->?>:;?y:i::-:;�;.:::.:::.::::.:_.:::.:_::::.::::::::.:.y.:.:.:.:..:.::.:.:.:--?iTL'?:�:-:':r-::;-;:<�->:2cY-<:-iis>:iii<is:2:f::i-;x:;:t;:%:5• The development proposal involves the following: • Conversion of the existing 1,257 square foot single-family residence to an office and the conversion of the existing unapproved apartment located within the 603 square foot garage to garage space/parking; • Construction of a 233 square foot addition to the rear (west side) of the existing structure; • Installation of two (2) parallel parking spaces along the west side of the property adjacent to the alley, and a handicap accessible parking space beneath the existing carport; • Installation of a 29' long handicap accessible wood ramp along the south side of the structure, and expansion of the existing porch at the northwest corner of the structure; and, • Removal of an existing unapproved shed located on the west side of the property, behind the existing garage, and the installation of associated landscaping. The proposal involves a waiver request to allow the reduction of the required five-foot (5') wide perimeter landscape buffer to two and one-half feet (2.5') on the north and south sides of the property [LDR Section 4.6.16(H)(3)(d)]. An internal adjustment has also been requested to allow the reduction of the standard 24' drive aisle width to 20' for the drive aisle located between the principal and accessory structures, and to nine feet (9') for the driveway along the north property line [LDR Section 4.6.9(D)(4)(d)]. COMPLIANCE WITH LAND DEVELOPMENT REGULATIONS: The body taking final action on the site and development application/request shall specifically address items identified in the Land Development Regulations. The following table indicates that the development proposal (building addition) complies with LDR Section 4.3.4(K) as it pertains to the OSSHAD zoning district: Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 3 Required Provided Building Height (max.): 35' 17' Building Setbacks (min.) - Front: 25' 50' Rear: 10' 60' Side (North): 7'-6" 17' Side (South): 7'-6" 12' Open Space: 25% 30% LDR Section 4.4.24 Old School Square Historic Arts District: Parking Requirements: Pursuant to Section 4.4.24(G)(4)(a), all non-residential uses, with the exception of restaurants, shall provide one parking space per 300 square feet of total new or existing floor area being converted to non-residential use. Accordingly, the conversion of the 1,257 square foot residence to office and the 233 square foot addition requires five (5) parking spaces, which have been provided in the following manner: Two (2) parallel parking spaces will be provided off of the adjacent alley on the west side of the property. Another two (2) parking spaces will be located within the existing garage, and a handicap accessible parking space will be located beneath the existing carport adjacent to the garage. Three (3) of the five (5) required parking spaces are located within the interior of the property accessible only by the driveway along the north property line. At the front of this driveway (east side) there is an existing gate. In order to assure ready access to the required parking spaces there gates must remain open during business hours, and is attached as a condition of approval. LDR Article 4.6 Supplemental District Regulations: Site Lighting: Site lighting has not been indicated. The outdoor parking areas must be illuminated as per LDR Section 4.6.8, and the fixtures decorative, and is attached as a condition of approval. Bike Rack: Pursuant to LDR Section 4.6.9(C)(1)(c)(3), bicycle parking facilities shall be provided by a fixed or stationary bike rack for any non-residential use within the City's Traffic Concurrency Exception Area (TCEA). The subject property is located within the TCEA area, and a bike rack has been provided. • Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 4 Drive Aisles: Pursuant to LDR Section 4.6.9(D)(4)(d), the standard aisle width is 24' for normal traffic flow with perpendicular parking. The minimum aisle width for two way traffic flow is 20' but this dimension can only be used for short distances where there are no parking spaces entering therein. There are two requests for Internal Adjustments with respect to this regulation. The first Internal Adjustment corresponds to the existing nonconforming 23' wide drive aisle located between the principal and accessory structures. With the proposed one- story addition the drive aisle would be reduced to approximately 20' in width with two (2) parking spaces (the garage) entering within this area, which is not permitted as per the above referenced section. The second Internal Adjustment corresponds to the existing driveway along the north property line. This driveway is nine feet (9') in width, which is nonconforming. With the proposed conversion the existing nonconforming drive aisles would both be required to be brought up to conforming status, however requests for internal adjustments have been submitted to reduce the required width of the drive aisles from 24' to 20' and nine feet (9'), respectively. Internal Adjustment Analyses: Pursuant to LDR Section 2.4.7(C)(5), concurrent with granting relief from a development standard or regulation, the granting body must find that such relief does not diminish the practical application of the affected regulation (requirement) and that by granting such relief a superior development product will result. The practical application of this regulation is to ensure that adequate distance for two- way traffic flow, as well as adequate back-out maneuvering area is provided. The purpose of the drive aisle between the principle and accessory structures is less for two- way traffic than it is for maneuvering out of the parking spaces located within the garage and the carport. As such, to reduce the width of the existing drive aisle from 23' to 20' would significantly reduce the necessary maneuvering area, especially as the maneuvering area is also restricted due to the garage and support columns of the carport. Thus, vehicles will be approximately halfway out of the garage or carport before the vehicle can be turned. Accordingly, the practical application of this regulation will be diminished through the granting of the adjustment as requested. However, if the proposed addition were to be reduced by three feet (3') to allow the existing nonconforming drive aisle width of 23' to remain, the necessary motions required to back-out of the parking spaces would be no less restricted than what currently exists, and the practical application of this regulation would not be diminished through the granting of the adjustment from 24' to 23'. The existing nonconforming drive aisle along the north property line provides access to the garage and carport at the rear of the property, and has no parking spaces entering directly on it. Due to site constraints, minimal site area, and the location of the existing structures, it is not possible to install the required minimum drive aisle width of 20'. As Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 5 the traffic associated with the business office will be minimal (there will be only three [3] employees located onsite), and two-fifths of the required parking will not take access from the subject driveway, there are no major concerns with regard to the proposed drive aisle width and consequently the practical application of this regulation would not be diminished through the granting of the adjustment. While the Internal Adjustment is appropriate for office use, should the use change from office to a more intense use such as retail or restaurant, the site plan would need to be re-evaluated. Right-of-way Dedication: Pursuant to LDR Section 5.3.1(D)(2), the required right-of-way width for NE 1st Avenue is 60'. However, pursuant to LDR Section 5.3.1(D)(4), a reduction in the required right- of-way width may be granted by the City Engineer upon a favorable recommendation from the Development Services Management Group (DSMG). At its meeting of November 29, 2001, DSMG recommended approval for a reduction of the required right-of-way for this section of NE 1st Avenue from 60' to 50'. The survey indicates that 50' of right-of-way has been dedicated, however a notation on the survey for "5' additional right-of-way" is without a corresponding O.R. Book and Page. Accordingly, either the O.R. Book and Page and executed document for this dedication must be provided, or this property would be responsible for the execution of a right-of-way deed dedicating the remaining required five feet (5') of right-of-way prior to issuance of a building permit. LDR Section 6.1.8 Underground Utilities: Pursuant to LDR Section 6.1.8, utility facilities serving the development shall be located underground throughout the development. The proposed site plan indicates overhead utilities services will be provided to the relocated meter. The site plan must be revised to show the relocation of the utilities underground, and is attached as a condition of approval. Site Plan and Engineering Technical Items: The following Site Plan and Engineering Technical Items remain outstanding and will need to be addressed prior to building permit submittal: 1. Provide typical paving cross sections for the proposed paving on the alley. The proposed asphalt is to be graded away from alley in such a fashion that storm water is directed on-site; 2. Indicate location of water service and provide an RPZ backflow preventor; 3. The vicinity map be revised to indicate NE 4th Street instead of George Bush Boulevard; 4. A copy of the latest recorded warranty deed be provided; and, Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 6 5. The correct square footage for the accessory building (603 sq. ft.) must be provided on the site plan. The proposed landscape plan retains virtually no existing landscape material with the exception of a Travelers tree presently located in the area of the proposed wood ramp, which will be relocated along the south property line. The remainder of the landscaping along the south property line will consist of Alexander Palms underplanted with Variegated Ginger on the south side of the parking court; and Coconut Palms underplanted with Bravo Croton, Bleeding Heart Vine, and Brown Bud Allamanda within an undulating bed of Giant Liriope at the southeast corner of the site. No screening for the existing a/c unit located adjacent to the garage/apartment has been proposed. In addition, the a/c unit for the principal structure has not been identified on the site plan or landscape plan. The location of the a/c unit and the proposed method of screening must be included on the landscape plan for all such mechanical equipment and is attached as a condition of approval. The proposed undulating landscape bed on the south side will be continued along the east side of the property. In addition, two new landscape beds containing Foxtail palms accented by Mondo Grass and Bromeliads will be created on both sides of the existing walkway leading from the sidewalk to the front porch. Silver Buttonwood trees will be planted on the north and south sides of the parallel parking spaces along the west side of the property and will be underplanted with Dwarf Yaupon. Foundation landscaping consisting of LaFrance Hibiscus, Australian Tree Fern, Mexican Bluebell, Wart Fern, and Chenille Plant will be planted along the southeast corner of the structure. Additional foundation landscaping consisting of Double Alexander palms, Lobster Claw Heliconia, Black Magic Alocasia, Holly Fern, and Variegated Ginger will be planted along the north side of the building. The north side of the property will contain landscape materials consisting of Silver Buttonwood trees, Alexander palms, and a Coconut palm. Underplantings will consist of Bravo Croton, Variegated Ginger, Dwarf Yaupon, and Cocoplum hedge. An area of sod has been indicated on the landscape plan adjacent to the existing carport on the north side; however the site plan depicts this as part of the walkway leading into the property from the parallel parking spaces. The landscape plan must be revised to reflect this and is attached as a condition of approval. There is one waiver to the landscape code associated with the development proposal, which is discussed below. Waiver Analysis: Pursuant to LDR Section 4.6.16(H)(3)(d), a landscaped barrier shall be provided between the off-street parking area and abutting properties. This landscape barrier Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 7 shall be located between the common lot line and the off-street parking area or other vehicular use area in a planting strip of not less than five feet (5') in width. A waiver has been requested to reduce the required five-foot (5') landscape strips along the north and south sides of the property to a width of approximately two and one-half feet (2.5'). Pursuant to LDR Section 2.4.7(6)(5), prior to granting a waiver, the approving body shall make findings 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 granting of a special privilege in that the same waiver would be granted under similar circumstances on other property for another applicant or owner. The neighboring areas should not be affected by the waiver request. The south property line is already screened by a six-foot (6') high wood fence and the new landscaping will only serve to improve the screening of the existing parking court. The majority of the north property line already consists of a two and one-half foot (2.5') wide landscape strip. The waiver is required to allow the access panel for the proposed handicap accessible parking space and walkway leading to the alley, and to accommodate the parallel spaces adjacent to the alley. A four foot (4') high wood picket fence will be installed along the north property line in addition to the landscaping and will provide sufficient screening so as not the affect the neighboring property. As the waiver deals with a landscape requirement, the provision of public facilities will not be affected, nor would it result in an unsafe situation. Given the conditions under which this waiver is being requested it is reasonable to believe that the waiver would be granted elsewhere under similar circumstances. Consequently, a positive finding with respect to LDR Section 2.4.7(6)(5), can be made. Landscape Plan Technical Items: The following items remain outstanding and will need to be addressed prior to building permit submittal: 1. All landscape areas shall be separated from vehicular use areas by non- mountable, reinforced concrete curbing of the type characterized as type "D"; 2. Tree species shall be a minimum of 12' in overall height at the time of planting, with a minimum of four feet (4') of single straight trunk with six feet (6') of clear trunk, and a six foot (6') spread of canopy. Several of the proposed tree species do not meet this minimum requirement; and, 3. Large trees are being proposed in confined areas that will not support their root systems. In addition, some proposed trees that will develop a large canopy spread are planted within two feet (2') of roof overhangs. • Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 8 The proposed new addition will be consistent with the vernacular style of the existing structure. The existing west elevation consists of a small wood single-hung window (single pane below, multi-pane above) and wood fixed window on the first floor, as well as a lattice enclosure which serves to screen the trash receptacles and existing a/c unit. The proposed addition will eliminate each of these items from the west elevation. In their place, a pair of wood cased single-hung windows and a wood cased fixed window of a style matching those existing windows will be installed. The south elevation of the addition will consist of three (3) new wood single-hung windows also matching the style of the existing windows. The north elevation of the addition will consist of one (1) wood cased single-hung window matching the existing window style. The existing porch will be extended approximately seven feet (7') in order to keep the scale of the house consistent. The proposed additions will not be visible on the east elevation of the building. As previously noted, the proposed windows for the addition will be consistent with the existing windows. In fact, many of the characteristics of the existing structure will be carried over onto the proposed addition, such as the light gray asphalt shingle roof, the wood clapboard siding, and the building colors (pale yellow with white accents). As per LDR Section 4.5.1(E)(4), should a historic site, structure, improvement, or appurtenance within a historic district be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed, it shall be done so in accordance with the Secretary of the Interior's Standards for Rehabilitation. Included in these standards is the following: 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. 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 proposed addition is virtually identical in its architectural elements to the existing original structure. In accordance with the above referenced standards, the addition needs to be varied, while still being compatible with the original architecture of the structure. It is recommended that the proposed addition take advantage of these requirements to utilize a clapboard of differing details in order to differentiate the addition from the original structure, and is attached as a condition of approval. Also, the lattice screening used at the base of the existing structure should be continued along the base of the proposed addition in order to maintain consistency, and is attached as a condition of approval. • Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 9 Ramp: A new wood ramp will be installed along the south side of the structure and connect to the porch in order to provide handicap access to the structure. The ramp will be consistent with the existing porch both in terms of its scale and its style. Garage: • The unapproved apartment within the garage is being converted into garage/parking space. In association with this conversion, the existing double-doors along the east elevation of the structure will be changed to a new garage door. However, architectural elevations have not been provided for this elevation change, nor have details as to the consistency of the proposed garage door with the existing garage door. Accordingly, an elevation of the accessory structure showing the proposed change along with a notation indicating consistency between the two garage doors must be provided, and is attached as a condition of approval. Fence: Along the north side of the property, a picket fence 36" to 48" in height will be installed. The proposed picket fence should be consistent in style and color with the existing fencing on the property. A detail of the fence and note indicating the fence color should be provided on the site plan, and is attached as a condition of approval. Pursuant to the Design Guidelines for Historic Places, vinyl coated chain link fences with complimentary hedging height may be used in rear yards not visible from the streetscape. The proposed site plan depicts six-foot (6') high chain link fence along the west property line adjacent to the proposed parallel parking spaces and alley, and the landscape plan does not indicate any proposed hedging to screen this fence. In order to comply with this design guideline, the proposed chain link fence must be green vinyl coated and screened with hedging to be maintained at the maximum height of the fence, and is attached as a condition of approval. Pursuant to Section 3.1.1 (Required Findings), 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. Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 10 Section 3.1.1(A) - Future Land Use Map: The subject property has a Future Land Use Map designation of Other Mixed Use (OMU) and a zoning designation of Old School Square Historic Arts District (OSSHAD). The OSSHAD zoning district is consistent with the OMU Future Land Use Map designation. Pursuant to LDR Section 4.4.24(B)(2), within the OSSHAD zoning district, Business and Professional Offices are listed as a permitted use. Based upon the above, it is appropriate to make a positive finding with respect to LDR Section 3.1.1(A), Future Land Use Map Consistency. Section 3.1.1(B) - Concurrency: As described in Appendix A, a positive finding of concurrency can be made as it relates to water, sewer, streets and traffic, drainage, parks and recreation, open space, and solid waste. 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. 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's can be made, provided the conditions of approval are addressed. COMPREHENSIVE PLAN POLICIES: A review of the goals, objectives and policies of the City's Comprehensive Plan was conducted and no applicable goals, objectives or policies were found. Section 2.4.5(F)(5) (Site Plan Findings): Pursuant to Section 2.4.5(F)(5) (Findings), in addition to provisions of Chapter Three, the approving body must make a finding that the development of the property pursuant to the site plan will be compatible and harmonious with the adjacent and nearby properties and the City as a whole, so as not to cause substantial depreciation of property values. The subject property is bordered on the north, south, and west by the OSSHAD zoning district, and on the east by the Central Business District (CBD) zoning district. To the north is a vacant lot; south and west are single-family residences; and east is the Post Office Square (former Publix location). Compatibility is not a concern, as the proposed use of the subject property would be allowable on each of the surrounding properties. The proposal retains the existing residential character while accommodating the adaptive re-use of a historic structure. It should also enhance property values within the Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 11 area. Based on the above, the development will be compatible and harmonious with adjacent properties. Community Redevelopment Agency (CRA): At its meeting of November 8, 2001, the CRA recommended approval of the development proposal. Pineapple Grove Main Street Design Review Committee: At its meeting of November 12. 2001, the Pineapple Grove Main Street Design Review Committee recommended approval of the development proposal. The development proposal involves the conversion of an existing 1,257 square foot single-family residence into an office, the construction of a 233 square foot building addition, the conversion of a 603 square foot garage/apartment into a garage/parking spaces, and the installation of associated parking and landscaping. The proposal retains the existing residential character of the building while allowing the adaptive re- use of the property, which is encouraged in OSSHAD. The development proposal will be consistent with the policies of the Comprehensive Plan and Chapter 3 of the Land Development Regulations, provided the conditions of approval are addressed. A. Continue with direction. B. Approve COA-491 and the associated Class V site plan, landscape plan, architectural elevations, waiver, and internal adjustment for Forman Office, based on positive findings with respect to Chapter 3 (Performance Standards), and Section 2.4.5(F)(5) (Finding of Compatibility) of the Land Development Regulations and the policies of the Comprehensive Plan subject to conditions. C. Deny COA-491 and the associated Class V site plan, landscape plan, architectural elevations, waiver, and internal adjustment for Forman Office, based upon a failure to make positive findings with respect to the Land Development Regulations. --- -- - - - --- ---- - - By Separate Motions: • Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 12 Waiver: Approve the waiver request to LDR Section 4.6.16(H)(3)(d) for Forman Office, to reduce the required perimeter landscaped buffer along the north and south sides of the proposed parking area from the required width of five feet (5') to two and one-half feet (2.5'). Internal Adjustment#1: Approve the internal adjustment to LDR Section 4.6.9(D)(4)(d) for Forman Office, to reduce the required drive aisle between the accessory and principle structures from the required width of 24' to 23'. Internal Adjustment#2: Approve the internal adjustment to LDR Section 4.6.9(D)(4)(d) for Forman Office, to reduce the required drive aisle along the north property line from the required width of 20' to nine feet (9'). — 17 Site Plan: Approve the Class V site plan for Forman Office, based on positive findings with respect to Chapter 3 (Performance Standards), and Section 2.4.5(F)(5) (Finding of Compatibility) of the Land Development Regulations and policies of the Comprehensive Plan subject to the following conditions: 1. That revised plans are submitted addressing the Site and Engineering Plan Technical Items as indicated in the staff report, and the listed conditions; 2. That the gates located at the driveway entrance remain open during business hours; 3. That site lighting consistent with the requirements of LDR Section 4.6.8 is provided; 4. That an updated traffic statement for the project is provided; 5. That either the O.R. Book and Page and executed document is provided for the five feet (5') of additional right-of-way previously dedicated, or that an executed right-of-way deed dedicating the remaining five feet (5') of right-of- way be provided prior to issuance of a building permit; 6. That the existing overhead utility services be relocated underground; and, Historic Preservation Board Staff Report Forman Office—COA-491 and associated Class V Site Plan, Landscape Plan, and Design Elements Page 13 7. That a fire hydrant be installed on site along NE 1st Avenue. Landscape Plan: Approve the landscape plan for Forman Office, based on positive findings with respect to Section 4.6.16 of the Land Development Regulations, subject to the following conditions: 1. Address all of the remaining Landscape Plan Technical Items as indicated in the staff report; 2. That the locations of all a/c units and the proposed methods of screening each unit be indicated on the landscape plan; and, 3. That the proposed walkway leading into the property from the alley is depicted on the plans. Design Elements: Approve the proposed architectural elevations for Forman Office, based on positive findings with respect to LDR Section 4.6.18., subject to the following conditions: 1. That in order to comply with the Secretary of the Interior's Standards for Rehabilitation, the proposed clapboards for the new addition should be of a different design than those found on the existing structure; 2. That the lattice screening along the base of the existing structure be continued along the base of the proposed addition; and, That an architectural elevation for the east side of the garage is provided along with a notation ensuring consistency between the two garage doors. Attachments: ❑ Appendix A ❑ Appendix B ❑ Location Map ❑ Site Plan ❑ Floor Plan ❑ Landscape Plan ❑ Architectural Elevations Pursuant to Section 3.1.1(B) Concurrency as defined pursuant to Objective B-2 of the 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 exists on site via a service lateral connection to a 6" main located within the NE 1st Avenue right-of-way. ❑ Sewer service exists on site via a service lateral connection to either the 8" main located in the NE 1st Avenue right-of-way or within the adjacent alley. ❑ A fire hydrant is located at the southeast corner of NE 1st Avenue and NE 3rd Street approximately 500' south of the site. In order to meet the fire hydrant spacing requirement, a fire hydrant must be installed adjacent to this property within the NE 1sAvenue right-of-way, and has been attached as a condition of approval. 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 these level of service standards. Drainage: At this time, there are no problems anticipated in meeting South Florida Water Management District requirements. However, typical paving cross sections for the proposed paving on the alley and indications that the proposed asphalt is to be graded away from alley in such a fashion that storm water is directed on-site must be provided. This item is listed as a Site and Engineering Plan Technical Item. Streets and Traffic: The subject property is located in the City's Traffic Concurrency Exception Area (TCEA), which encompasses the CBD, CBD-RC, and OSSHAD, as well as the West Atlantic Avenue corridor. The TCEA exempts the abovementioned areas from complying with the Palm Beach County Traffic Performance Standards Ordinance. Therefore, a traffic study is not required for concurrency purposes, yet a traffic statement is necessary to keep a record of trips approved in the TCEA and for calculation of traffic impact fees. The applicant provided a traffic statement upon initial project submittal that took into account a residential component of the project which is no longer included. Accordingly, a revised traffic statement must be provided and is attached as a condition of approval. Parks and Open Space: Park dedication requirements do not apply for non-residential uses. Thus, the proposed development will not have an impact with respect to this level of service standard. Solid Waste: The proposal calls for the conversion of a single-family dwelling to office use and an office addition. The trash generated by the proposed 1,491 square foot office use will be 4.02 tons of solid waste per year (1,491 sq. ft. x 5.4 lbs. = 8,051.4 lbs./2,000 = 4.02 tons). The trash generated by the single-family residence is 1.99 tons of solid waste per year, thus the conversion will result in a 2.03 ton increase in solid waste generation. The Solid Waste Authority has indicated that it has enough landfill area to accommodate projects through the year 2020. Therefore, positive findings with respect to this level of service standard can be made. EisleI `'B` ` _ _ _' >`` ''<> > > > <=> SIMaanaagkgti 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 Site lighting needs to be indicated on plans. 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 X Meets intent of standard 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. Vacant property shall be developed 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 X Meets intent of standard Does not meet intent 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 •!/ .j{�r 'ham R ..,;�i•�N '• _ -f ' - -:i > + � Y it"t- ' �� 1_t _ K'?t Y `rw Y" • �a�yy� ' a r r p® P.— ii i � ;•. -♦: • vim` 1� 1 syg NC ''F,. { .N' fir yt e:,.. .y, , �y '�. � �' t \,� Y .� * ' �v ems i� s" p� �. yt \. L�4 ` •s QV �. �e � y� s s ; { `ti y E r ��,r F• ti 'sr��,{���y a s �; °.. • r ' '''' " "*"..' 1''.':41 ;-', , _---:-.„ ;•• ',:••(;• ..•"',_-'5-1t.::..,..-it.4,t--.:-.. s- • f• ,-......•-: ry � L -� �iJ�W M s'7 N ,.,w✓ . 5. •'mil_: i'�' ' 4 ) € i .1 ",. • IP Pi' Hill .( •r- t �!� II , _ : iisi ,. - _ -- 4 ;.* r> =7. • [. r -` . 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RiGHTOZzwAyi . .,-• Foor-F2 4L.1k....- - r..... .. . . . i• , . ....,- -. - - - i• c4-11.-Itit,imq$1.01.• , :. . . - .. .-„,. - - ' , - .. 4:1}1fii-V...,CW7.:.: - . . - - ' .-i - . ••• 1/ - . - -. : .-.- -,2320,.. .•• .- • -. ..,..., . ....-.: kl--. . ,..77,._;_..,,._,... . . • . . F•al ff••.. :• . 1-11:0: 1•:"..:'. : ._.. . - • . .. .. . '5".= kII •• . _ . . . . . . . , •.:. 3-34 NE:1ST AVENUE: . • .!,• -• •-. : .-. t- :-.-4.2....tommismosicadist•, - . -•- : -. • • RxciZoot:. :r‘,. • -,^ • 1 . ,•,.-^,-. • •• • ! ''••'•f• • . ' ' 10- rl\,t-:t-I- •:i , -, - -.- .• • -_: .•••: • - • • ItiaP Na:• il,.910;,...Oce-1, -,--,3 ,. •• - - -,,e_ -.4,54,c1.•:. moomp......., - -. . ... . . .- .. • . . . . --. -..' itiiiiiiroIaareitristioiiirrigatrfarctozo . . • •• - - • "• 7,_ -r- --::. •-.0..."......soth NI low In Chip*itArtir.rk.MIPIPI!ftsaime POD p.m...ill. MI$3 Datil:: -t -' P.,'. 5 : • • -,-. • 4.-,-,-- .. • •romoarsit ME CAPITIENCI a!Ater widow*- • • . . •..• •- . . ....'- -- . ...1,144,11-1.ctiz-:: Uni•sa,whinAla ivokrit ossissons pros*Pirmo4 hal . .•: • " . ic-iiiiniestiitiiisi±-coAiiisasED at • • . • • ..- • • ••.:. . ..... . . . - . •. - • ' . I. g4 ir e .. Or•.c o a-cv_trc•Vs.e. ss•a-i. - ..f.,c...•..r.re•A....!sr:4441.7--p•:"h.:...s••.'•.'..--:-' -7 5-_71-:-4 v.4.4.L. 7. 0 . ..... I 1i.ezrk'etici_t:.v.o6-ejth3odre::.,th„Jeos:ss i••c•,.:-. • 7: 72 - . - 1 $1 .L. Ti -Ik i11 -o7 . -fi-...--..si,,'.„-.l..I,-x,•,M7-:_.•,,..,.-,,,- • . ,•-• • - --- - . . . . . • . . • • • . . . . _ • • .. :. . ..... . , .. ... • • .................... ' Managn......... ...........AMPE' ... . ..A...................:•:•:•:•:•xx.: XX::::::::::::::::::::: • ......,..........A..... .... ,• •••••- .......-....., .. .................... .... ..„..........•-• i . tcr-Rpm.A0.41, --1 .......... . ........•• ----•-•-••••••••---- .••••••• •••••••••••••.................... .... ................ ,iiiigEw ..;:iiii*i:::E:i::-:. ... ..• . .. PROJECT DATA i 6.:ksT,PAPXY4 I. •------••••••••• •••••••••••••••• ..........,,,,,,,,, •••••••••,-.-.,- ------•-•-••••••••• ---••• •••••••••w••••••••••••• 1 ................. . ............. &XA.-.P.: •%Mt i E ................. . .............. ........X.:,-.X.X....:•:. . SITE..AREA: 630Q$.f. 0.1,4,ACRES) ..4. N . ....... . • .•:•:;::::::::.-- ..... -; .. . ... . ... ... ... . . . . . . i T ..,:vigiiii:i".• ...,..siiiiiii::::,. EXISTING USE OFFIggi qe)RM>.E: • • •.:".:.:.:...-.•,-- .::::::::::::::::" PROPOSED USE OFFIc.x. N i •••,-- • ,••••••••••••••••••••••••••• „....:•:::::::::::::::•::: •,,,,,,,••••••••••••••• ....................................... ..............: ............................ ... .. ••. ........................... . •.....•••••• , .p........ • •• - - 0:3571NG.4...W.C., '':.::::',. ... :*:i::i.:;:%.*'::".• ,C1.0 •-."..-'-...'.....' 1 .---.... ....................... ............................, . PARKING.DATA ...•-•• • • ••-,- ..................,.....-.......,... ...„.......—.......... -----------•••••...................... .............„................ iraz_________ S _V OG •-••• rRADS NOTES; PER LOP 4.4.24..(G.X4:1(c0 REQUIRES 1/ZOO wEr ar----,-___ CUR RIE INut... NOMMAIVERMI FLOOR AREAS.FOR PARKING 1 : -.- — k::::...,1- ---- • .42..--..„._ .Fe;,04.1%,:y•KNIAI i. ,.........,...........,............,.......,.........,,,,,,,,,,A . AUltif•IN "#1 . ............................ __AAA A•, • RE0-3011pw 12.7 5,Y. 1 ' .'• ............,..........,......................... ,...................;,, STING.-"Ze 10.GAVE . • • .C9NFE-riag: -I*6 S.F, . - s. . r,...'f0 FERMI OPEN • • • KaGREN: 72 sx. . =a . . •PAIWRif.: . • OftcF4 It 242:S.F.: . ..bastiio • OFFFCF.42: -i.4.6.ss. *‘ • • • • kie,..40-.. ....x...i..6.0/...744*".m..40.• M igilijiiiii;iiiiii:::i. . • OFFICE 4-3.i 112 S.F: 1 • •• ' ': . - - . • •.:AF.:534. : •. 13(aTliG ONE STORY A.K44.60. 4. SUB TOTAL: •855 Sir.. . Atm,€2 .. 7:., 7i 7 , • Ni•I USKS4THAVEAPJA XATEILIE reurtrasE.s.avi. ay.x, PUILDING 42. •-• LRsatTlre.ini-P0Ft43-•4l. .1eux atz ollgRio....4.44... 474 SY: I OFTq VSE •":.":":....":".",:"..."..••••"'..•":"":""...:.•.".•••:.:":."....":". ........, .:EiiIiiii]g:•••••••••-••••••••••• TOTAI„ALLOWANCES: 127P. SY, /300 = 4,2 SPACES•REOUIRED ' ................................... •••••••••••••• . ................................. .................•••• .................................. .....,............• PARKING:REQUIRED 4 SPACES kgp,s ••- --•---•--------------- •-------- jigtgabir'x'7...piRii REDUCTION.OF'I PER LDR 4.4..24-CDXS) • . .,..............„,..,........„,„,..........„... ........................................................ ••••••••••••••••••••:•••••••••••••• ••• •••••••••••••••••••".... TOTAL PARIONO REQUIREM 3.SPACES- nos . : .. ...... ••••• ...................... .. .. ....,...,,.....• TOTAL PA.RKING PRO'VIDED 3-SPACES: ...................... ... .. ......., .. .. ..- • • . . ,. .., (4...24,..S...F.). .. . ....,tlyI - :••.. SEAL....................... ... .. ........AAA.. . . . . . , .. ••••••••••••-••••••••• ••• -• ••••••••••—...................... ... ... ............. ...................... ........ ........,. ••••••-•••••••••••-•• •••••••• ••••••A•,....,...................... ........ ...... A. .. ...................... ....... .....•A....... • ' . i ..._ : ..••,- '. .".: IL,L--Z--..-.:--- -.1-- ,----: . • ................... ...... .....,........ - - • EAS0t4:CONCRETE PAW,* • ................................,- •-••••••••••• IT:11 - .' .. ' ; .' .-_, ''r.'..:' • " .' i.rijtx5.0.44(a ..".. ../ --. -: ., .............................. .........._ . _. ..-..-..-..,,,..,...-..,..-..%.,.........• ::::::::::::0::::::::::::::::. x . ", ...................... ......—...„......„..••••••••••-•••••••••• : I I ./ ...ViiiiiiiM•• . ••-""-•""•""—iiiriii::ii]:::iEi:im*K- Raiiiinniggi!. ..::::::::::::::*:*i:i*::::::::z. -.1.• ' . -. •'. . 1., .. . ' • --- .1- . ramaliTaz • • • . •. • , . . .... . FORMAN OFFICE. .........................,..W... •,—,-, :•.-Ld .1- ---.. • " .- • • :,\ .- .. --------....-v-v...-•-•-•.- ... ....................... .. -••••••••••••• ------------ • ---- ........„.....„...„.„...„.„.„... , „...„,..„.,.„... . F,X43 I L k, CHANGE OF USE :CORD,PiRT 134STIMI rtl__,I.. ' •- .;:;:::::;:::::::::::::::::::::::::::::.:•:.:-:.:w:::::::::::::::::::::::::::::::::::::::::::::: ---Ns.--- : . ONE espertearioN i I --' • . 1../ 1 • ' . x .., ... ko • I 1 .,.• a 1 ................................... giiiIii;iY:iiii: N -,....• 1 ...................... 'bit*•:-iii.q.di. •' ........... ......................................... • P' Pv-, 334'N;....:.1:....:AVE .. .. ------"---•••""--------- .... ::::::::::::::::::::::::::::;:*:.,-,::i.:i-i•:,• ••:•i•i•:t:.?:-ii. ,. ETvrart calicrPT -------.- E- • - ••••••••••••••• LEXIST1NQ' . '''..;. •• '. ........•...•...... ..9 q c E. . 1. . . - ._. =•' ela flt•IeSTORY . 8.ThiSPTUF.E : • IS-:•...: ' I ... ! ...............................,,,,-..••••••••••-• • < : DLRAY BCH. El. •................................ ........_..... .............................. ............ ........................... .......... ••••••••••••••••••••••••••••• ..•••••••...e ' SWUNG TWOSTORY :•a-- ' ............., Pr- STRUCliiiE — w • >. .• . Amilstems . •. : s_._-_ - EtV4-D•242 41 .. • . ....... Vigipp;M:::::;i;:::,::::::„...7iigi::iiiiU • fi ...................... .....-••••••••••••••••-•------------- ------------ ...................... ...................•••••••• r ...................... .... ....•••••••••••• • ..-;;;;;;;.....-..-.:.....-;;;;;....: .- = - ..--:.i:F.1.7.; 1:....' :": :..- ic..-:. :i!.:' .....;'?'.....,-• .:-.:::::::::::::::::::::::..... •••::::::::::::::::::::::::: LI .,.......,.....„.„..„.......„,............ ......w........,..., ....-,......- . 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SX .............E.................,....,...,..•••••••••••••• . i 1 RUA DESORPTION: 1 t/E03 - :....,.....-.....,:.:.:.:.:•:•:•:.:....x....:.:.:••••:.:.....-::::::::::::::::::::::: .............. .......,,,,... .. .............. .............,.. .............. ............... . .m 8.ALe_... (3.L.00ATION•MAP 11 SITE PLAN rASAVAREG MMES. ' LOT 2O,.OF BLOCK Z5,, .............. .,,,.................... Mlaiiii:::i .. DELRAY,:FLORIDA. PLAT BOOK il.TB.- AM-CM 334 1,.1.1.:.FIRST A\,.. U.E• scALE•lift-r-zr . - ' 2, PAGE 20„,PULIC kECORC8.OF • A1.00 . ... • .............•••••••••••••••••••••• Oci-RV(:BEA:CO-14 Z444.4. PALM BEACtI-COUNIY FLORIDA ' ... ................. ... .............. ••••••••-• 111111 ENi( It. T1i\) A . . . : . ..,..,.................._.... ................ .......................... ... ................ ......,.......,......:. ii::iiii*****iii:]:::iMi:KM:::i:i:K:i:K:E:::i0i*i*i*i. . . , • PROJECT DATA EXIST.PARKING / 10'PAVED AU E7 SPACES u/Iv'Rain SITE AREA: 6300 SF. C0.14 ACRES) LINE it ,-/ ZONING OSSHAD ][. FROFERTY EXISTING USE OFFICE/GARAGE N .s._ N \ NT PROPOSED USE OFFICE •_� _ WOOD I 50.0'I PARKING DATA FENCE NOTES: PER LDR 4.424 CGX4Xd)REQUIRES 1/300 NET `— _ __�=- j_ CURRIE FLOOR AREAS FOR PARKING S O WA R D S r BUILDING h m' • • RECEPTION: 121 SF. FIST 6' I I EXISTING 36' GATE AG U I LA NE ua (GATE TO REMAIN OPEN • CONFERENCE: 156 SF. FENCE • x \E NouRs 4 architects • KITCHEN: 12 SF. XI EXISTING • OFFICE°I: 242 S.F. e� I ROOF wLctrtrctJMr• ring O FICE rl: 146 SF. �'�,,,,1 :p OVERHANG M2600 mr.Tton,• _ram a4 cCuq/u,G' . FF _ OFFICE 83: 112 SF. EXISTING ONE 165NESTH 1 IlEtot 584 z SUB TOTAL: 855 SF. BUILDING DELRAY Ba�3 u r.(set>2IB4est F(satlaAaatB� BUILDING"2 • HwL omw�U irocsmn z • OFFICE: 424 SF- • OFFICE USE • • •.. tssuED FOR: TOTAL ALLOWANCES: 1215 SF./300 = 42 SPACES REQUIREDr . (424 SF) S PARKING REQUIRED 4 SPACES - :. •. - CDs Y REDUCTION OF I PER LDR 4.424(GX6) I _ •: ' PEiUIIT 1 TOTAL PARKING REQUIRED 3 SPACES I �.-.1111111111-11—". ...ACCE55 6ILITY x CONSTRUCTION h TOTAL PARKING PROVIDED 3 SPACES Ir ADA_. , p ATA I. I 0 T —p7 1 I SEAL o ADARELOCATED II ..I f jj///// ••LOT 20•BLOCK',.551 x✓ EXISTING GQJGRETE PAVING SPACE i • I, z I o O 1 - � .. z I m i t ` Q„ t - PRCUECTTIRE Ir !. . 1$'-0' •• ci°x• :' •• :m •- FORMAN OFFICE i �'` ' �I x CHANGE OF USE zPAVING :. L• : ' - COND.LNIT - EXISTING x ONE STORY OFFICE ON z - :. J' .9 I �ORCli. EXISTING 'x "A1R�1Gana1 -S^ WELL LccAncrl _ } 334 N.E.1ST AVE. DELRAY BCH.,FL o= EXISTING TWO STORY o - i_ STRUCTURE :V •• REVISIONS U - � BUILDING 11 -.: 0 Q x ,n OFFICE USE H Q• x ka LAI•DPYa1"= 25'FRCTR SETBACK • . I U 0. 2 I • •NZ Q IL 0 FX STINL:Ruch{ • Q l LLoon•$MIR t RAILING THESE DRAWINGS ARE PREPARED PER �I 11� - BIKE 'BOTH 31DE3 PER CODE ESTABLISHED INDUSTRY STANDARDS AND RACK REPRESENT THE ARCHITECT AND THEY ARE NOT INTENDED TO PROVIDE Jt ENGINEERS DESIGN CONCEPT. THIS SITE x, EVERY DETAIL OR COHDn1OR REQUIRED TO 'n L7 of I C EXISTING WALK� ''\\(y���TE.•////'''' THE CONSTRUCT THE TTHROUGH SUBWTTALB ,,,///...ccc��`---42'HICK WOOD AND OTHER COORDINATION EFFORTS IS OV2 A ill A.1 PICKET FENCE FULLY RESPONSIBLE FOR PROVIDING •. BTon � 161k Er"EXISTING SLATER MIEN r/ 11 COMPLETE AND OPERATIONAL PROJECT grit WHETHER INDICATED ON ri a .. . • • • y� THE PLANS OR NOT• 'SOPS' SATE• FILE NUMBER YE CDTDES 5 a�clT•E•w4LIC 150803A100.dwg O c 4EXISTING WOOD 2'141014 DRAWING TIPICKET3 yl _ PICKET FENCE ....„,...------EroT / '\ • .AVII1 E SITE PLAN g RECEIVED BY 1 Pr z z NE.TNIRD•VEH!£ W N 0 V 12 2015 '°�j/`" ASPHALT NE FIRST AVENUE 10/12/20151 DRAWN / 21'ASPHALT xTe NUMBER i City of Delray Beach LOCATION MAP SITE PLAN LET 20.L BLOTIONCK 150803 LOT 20,Dr BLOCK 65, DRAWING NUMBER 8 N DELRAY,FLORIDA,PLAT BOOK Planning & Zoning SCALE: N.T.S. ADDREOC' 334 N.E.FIRST AVENUE SCALE:1/8'41'-0' 2,PAGE 20,PULIC RECORDS OF /�1.00 c+ DELRAY BEAGI-FL.33444 PALM BEACH COUNTY,FLORIDA A r 1 I n OFRCE USE . . . BUSTING CARPORT — BATHROOM ST 0 C 0 C CURRIE 1 coRr • SOWARDS 3 AGUILA 0 EXISTING ONE ETORY architects A,ch!bc4o..Pr..wAg BUILDING#2 1E5 NE4TM AVENUE SUITE 101 DELRA BEACH,FL 3303 sa (424 SF.) n GIC � Y ,saa T:(5E1)276 951 F:(52r3.81M OFFICE USE 8„ E-0WL: cdcsacs..lNl.m.orlI . ISSUED FORM I0-12-01 • BIDS • TT ji : I L I l 1 1 CONSTRUCTION 7 OFFICE *I (242 SF.) DN L J IFIRST FLOOR PLAN 8CALB 1/4'4-0'0 N PROJECT TITLEFORMAN OFFICE (-Qt..-- Y, CHANGE OF USE 1 BATH ► % E - `� PORCH Z _ : L L OF+-31 TO BELOW 7 o g Qom.. EXISTING TWO STORY _ '�8 ESSTRUCTURE KITCHEN BUILDING,}1 (12 SFJ a 334 N.E.1ST AVE. o a CONFERENCE REFRICx. � DELRAY BCH.,FL i 0 3 j \ ■_LA (' ' �O REVISIONS CO V 1. --' EXIST Ic _ P TRY FI= 0 BA ROOM i . OFFICE °3 _ U = . (112 SP.) STORAGE . I f , RECEPTION L EXISTINCx a{.Ry (121 SF.) I S' CONCRETE THESE DRAWINGS ARE PREPARED PER FSTABUSNFD IIIDUSTRT BTANOARDS AMO REPRESENT THE ARCHITECT AND DRIVE 7 ENGINEERS DESIGN CONCEPT. THEY ARE NOT INTENDED TO PROVIDE CONSTRUCT THE PROJECT. Ed sroR 1111- UP EVER R THROUGH A AND L OTHER COORDINATIONFOR P PROVIDING THE COMPLY ETE AND OPERATIONAL FORRNAL PIO JET / Y COMPLETE OPEDICCATED ON THE PLANS OR NOT. FILE NUMBER 150803A101.dwg DRAWING TITLE — - FLOOR PLANS OFFICE "2 g ;, (I46 SF.) — ' ts 9 STORE .' Ilr DATE DRAWN BY ■ 1 0/12/2015I JC W JOB SUNDER n 150803 DRAWING NUMBER SECOND FLOOR PLAN � 1/0-1-0' (])N FIRST FLOOR PLAN sc va-r0 N A1.01 g • liiiuiiii.. CURRIE Mil = SOWARDS I" INN AGUILA e _ III en _ rim WHIM — architects a .trrJJbc4uni..Planning b trAtia a•Suabdatbb Da.lpa EAST ELEVATION (REAR OFFICE) " 00E 1584 z 7B5 HEATH AVENUE SUITE 101 DELRAY BEACH.FL 33483 (BUILDING#2) SCALE "t 3 -a r:(561)276ses1 F:(SBv 343dM t VE IAJL• olksecAs-ArolizAtAcoII ISSUED FOR 5 BIDS • PERMIT • N • y 'r,ti ' , r CONSTRUCTION . rt;tr ,�I,. r,i'ATl ' ',A'r,' ., . SEAL ;t 'r ' �; ti, ,(rat' , , , ti'.'r;, a rt , 4°\4 tip;; r rr ti'?,S' _ ;ti p' 'ad,,,t,';t,'a�, , 'r;,5''��ti',.i ' 4,r'�''tiL ;; I I PROJECT TITLE IIi `tiI 'ti?';';'; r, ; ' ;?, FORMAN OFFICE ti �hr,'-� � ' *`�''''rr rr ��r ,'rJ ,t .�(�,�L,` ® — CHANGE OF USE �' ,i17 r� I , ti ti '� .'d ' \,ftlltil' _.._-- _ gig gig II — — _ III - � III1 III O - _ - II -- = ice/'* ........ ....... ,.....- ...,,l.. � � �I�' � �� a J. i ;: ;:; e ' V:K:K:K:K:K eeeee:;ooe:;:: S 334 N.E.1ST AVE. DELRAY BCH.,FL NORTH ELEVATION WEST ELEVATION REVLS1ONS (BUILDING#1) aCur3 3V16ti4-0 (BUILDING#1) SCALE 3/IB'-r-0' 0 g '';' ' '';''''�''ti';'a;'''?' r�'rr'r r;r; �� '?'a, . ki-, , {} r; ` ;tier „ '-1'' ;'.;r , 'AY 'r� tiff ,ti'';''' �r,', .tip ti Iti '�a ,ti�''�,':? , , . , �ti � r r r, , ,I�' �/�' ,' `,� r 4� i1 a sI� THESE DRAWINGS ARE PREPARED PER ` ) iS'. / ,,, ,,, FSTABUSNED INDUSTRY STANDARD-SAND /' REPRESENT THE ARCHITECT AND ,,1,, _ �` y � • D THEY AAFNOT LI NI%TO PR VIDE t tYr l' t J J,1�_�� ,J k- _ CONSTTRUC THE PROJECT! 11 YY r¢ CONSTRUCT THE PROJECT. � THE CONTRACTOR THROUGH SUBYfiTAIS l � titiAND OTHER COORDINATION EFFORTS 18 l'd r �'r, �i'Ir' �' ��' ' �� �'. 4'r� J'. '� rti. COMPLETE AND OPERATIONAL PROJECT � r FULLY RESPONSIBLE FOR PROVIDING A '' A t.LI_�rt'f�1 \ ft ...'titi'r .,�': :' .$'rr,'rr.ti r, .}�I'"I �> THE PLANS CA NOON T. _ WHETHER INDICATED N T 5 III ,I, ^ -- I — - FILE NUMBER — Ill III 1 = III ill III III _ C Eifir" �` C _ 150803A301.dwgmLE IF, __ I — - - _ I—ti ELEVATIONS L *4 -- L :will 1 ._........-.7 - DATE 10/12/2015IjcwNBY SOUTH ELEVATION EAST ELEVATION 30B NUMBER (BUILDING 11) SCALE 3/W-T-0' /p�� SCALE -1-0 150803 \ ��G ) DRAWING NUMBER V O g A3.O1 ATLANTIC AVE DEVELOPMENT, LLC. 777 E. ATLANTIC AVENUE, STE 100 DELRAY BEACH, FL 33483 Page 1 December 15,2015 Historic Preservation Board City of Delray Beach 100 NW 1st Avenue Delray Beach,FL 33444 RE: Concept Plan Review of"Swinton Commons"Project in the Old School Square Historic District Dear Chair and Members of the Historic Preservation Board: Under Section 2.4.1 of the Delray Beach Land Development Regulations, a procedure called"Concept Plan Review"offers the opportunity for developers to present a project for an informal,non-binding review before the appropriate development board. We understand that this will allow us to give a 10 minute presentation at your meeting on January 6, 2016. We do this as an introduction since the project is unique in its size and complexity, and it has the potential to solve many community problems and take advantage of important opportunities. We wish to carry this out while being sensitive to the historic nature of the Old School Square Historic District,adhere to the Secretary of Interior's standards for historic preservation and do so in a partnership with the Historic Preservation Board. Our team has assembled an assortment of properties along the south side of Atlantic Avenue which make up approximately 6.6 acres that stretch from Atlantic Avenue to the north, SW 1st Avenue to the west, SE 1st Avenue to the east and properties along the south side of SE and SW 1st Streets.Please refer to the accompanying site plan package showing existing conditions and the proposed structures that will make up the redevelopment project as proposed.More information will be presented at your January 6,meeting. Here are some of the goals we had in assembling and designing the scope of the project: • Create an appropriate and attractive gateway along Atlantic Avenue at the western entrance to Delray Beach's successful core downtown area. • Create an appropriate transition between the core area of the downtown and the area west along Atlantic Avenue. • Rid the area of uses such as a check cashing store and surface parking lots that detract from the at activeness of this central, visible and strategic area of the city. • Retain,relocate and restore certain contributing historic resources within the Old School Square Historic District in order to make them more accessible and appreciated by the general public. Demolish certain structures that will not contribute to the project's goals due to condition or placement. ATLANTIC AVE DEVELOPMENT, LLC. 777 E. ATLANTIC AVENUE, STE 100 DELRAY BEACH, FL 33483 Page 2 • Accomplish all relocations with only the best, certified and licensed house movers with a national reputation for success and sensitivity to historic resources. And do so, according to all the recently adopted standards set forth by the City of Delray Beach earlier in 2015. • Create pedestrian-friendly amenities in the form of a large, landscaped public plaza through what is known as Block 61, and along South Swinton Avenue, that create a strong linkage between the city's already great public areas represented by Old School Square and public sidewalks along Atlantic Avenue. • Rely on the synergies present in modem mixed-use development to create first-class retail, restaurant,residential and office spaces, in addition to a hotel, that are deserving of the Delray Beach real estate market. • Provide innovative measures to handle parking requirements associated with the redevelopment project through implementation of underground parking facilities which incorporate mechanical lifts and a valet parking system, in order to use space in the most efficient manner possible. • Create an economic engine for this area of the downtown and the Old School Square Historic District through the mixed-use redevelopment project that ensures the preservation of contributing historic resources by making them easily accessible through adaptive reuse and relocation. • Use and reuse quality landscape specimens to expand upon the subtropical environment which surrounds the Sundy House, which is already on the National Register of Historic Places. • Work cooperatively with the city and the public to ensure that our mutual goals of creating a successful and dynamic place are achieved. Earlier in the year,we submitted a package to the city outlining and identifying the general redevelopment plan for a Sketch Plan Review. This process helped city staff express comments and concerns related to the direction of the project, and how parts of the project would need to be altered or adjusted to meet code and other requirements. Since that time,we continue tdo work on refining the overall plan. We are nearly ready to submit our plans for Certificate of Appropriateness review. We have included a set of representative graphics that represent the project. These are still being refined, but contain all the elements of this important project. We can present and discuss these at your January 6th meeting. One of the reasons for this introduction to the project is that the Historic Preservation Board will be considering many Certificate of Appropriateness requests including the following: • Approximately eight(8)Certificate of Appropriateness requests for relocation of contributing structures. All will be contained within the same historic district and within a block of their current locations. • Approximately eight(8)Certificate of Appropriateness requests for demolition of structures that are either structurally deficient or contribute little to the integrity of the historic district. ATLANTIC AVE DEVELOPMENT, LLC. 777 E. ATLANTIC AVENUE, STE 100 DELRAY BEACH, FL 33483 Page 3 • An application for a Class V site plan Certificate of Appropriateness that would contain all of the relocated and new structures that will make up the entire project. We would like to note that the Certificate of Appropriateness applications will follow the newly revised requirements for relocations and demolitions that were enacted by the city earlier in 2015. At the end of our presentation of this Concept Plan Review, we would like input from the Board on how the Board wishes to handle these applications, as we will be submitting them in the near future. We are open to any suggestions that will make the process as expeditious and meaningful as possible,while ensuring that all concerns of the Board are adequately addressed and there is opportunity for public input. The applications can be separated in any way that the Board sees fit. We understand,through our meeting with city staff,that this may be best accommodated through a special meeting, and perhaps a subsequent meeting immediately or soon after the initial one. We consider the Board a partner in an exciting process that will invigorate a neglected area of the city, addressing many long-standing issues and further improving the City of Delray Beach, while embracing and enhancing its historic character. Thank you for your attention to this matter and we look forward to our discussion on January 6th. Respectfully submitted, Atlantic Ave. Development, LLC William E. Morris,Manager . , ......,----- , , ,_______., RED � W ATLANTIC AVENUE �/ ALBUM WEST ATLANTIC AVENUE \ '—] �, r/- --- - ---� \- 1 ul-lu 1 \ �� � _ -ARCHITECTS - - ----�� \ / I �� 'INTERIORS .� P A d N�� E R S _ INCORPORATED i I I -;] U., -O j — i I ' ' ' P 1 • j —1 � . _ ...,__ ___ _., i — • j �� \ • EST. 1 9 8 8 I i - RICK GON A1_4 • b�_,� tz, 7AlEZ �r \ . / `e•� —REmovE EA-wsrowc r } ' -- ( PRESIDENT AR-0014172 5[OCL&�fAI1S5Ik1-r :kUFLR _ - - j REnRaDomoiii, IRIRII _ ... . ................ FLORIDA PALM BEACH T — .. .. LOi MASTER PLAN ,a a 33401 LEGEND — . F1AX (56 1)-b59-5546 3 - - �I I �� PROPERTY LWE - _ Q _. -_ ' tmziw.TC90TCAt{QLts. corn -. SETBACKLRE -: ` - _..- —... ..... ._ CORPORA1T0.1 NUMBER • 1 v I - - \. I EJOSTING PARIat.GLOT _ \_� _ sir,-, � :UI�OL'�{J ' j I F TO BE REMOVED ,: G vz� I _ y"� f ! rBBUILDINGS- �' ' . : 1 BOLDING.%OR• I ® OF BUILDINGS.TO BE pN , I _-i• DEMOLISHED I REMOVE NON-WSTO._ - ❑ - i BULD1NGS TO BEtall - : - REAR ADDITIONr 1 t I\ Yc. IM \ RFI MATED . --f . SUBJECT SITE _ BLOCK 61' - I e W . Tvx CCi..w7C;,O1 S BLOCK 61' ' i = I o .YM ( 9 I I §ciP' IZ r--------- -----'--� 1 RErnovE NON-HISTORIC" W --- -. ...__.... i ' Z 1 ?e • ✓ I i • ACCESSORY DWELL NG" L u > _ ]f III i -.. - y4Si� -; Q I i W V REMOVE STRUCTURE BLOCK > a Swinton Q • o i a 0 69 t Commons ,J , I- 1 N 111111111 — t I -- - - - ----' r' I ;F%' _ - I — 1 SEE ARCRREOTURA/DRAWING SET! r Z _ I - - § I FOR PROPOSED NEW CONSTUCTIDN.I __ - _ C `���� 1 I I N 1 I I I 1111 RFldO REAREAR ADDRION N _.-_ - _.... ....ACCESSORY BUBUILDING cn BLOCK 69 i _ Old School Square Historic i i i I ' � • J I I I I I I _ District IkImv&nch Florida • REMOVE ACCESSORYY '.. 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H ii drr°� BUILDING RELOCATION PLAN I LOCATIONS,SURFACE PARKING—o BERECEIVED BY Site Building - --_..__ ._REMOVED AND BUILDING REMOVAL____ _ Demo/Relocation N DEC 15 2015 N &Master Plan 0 01 Proposed Master Plan For Building Relocation alk O 01 Existing Site Conditions , 1"=50'-0" \lr 1"=50'-0" \I r,"iea stets City of Delray Beach AOl.sn Planning & Zoning NOT FOR CONSTRU ION 5E lat.LV. to ' c • L—J L J �_1O`c L” rzt1= eb9x w f _v,.=g ;: m I_J :;-rrzx°?a 5.5WIXTW AVE. r=Yt°f>= _ A i -lir-1 .4 I:— y CL Sa lm.4vE. 'e r..`i ' KEY PLAN ' " • , J I j H Swinton w U O .0 O H z I I I I I r. I I r N r 1 r • _�� �__ _ - rye_ � ! •c a' . a c :•it---I.1 il'''.,Iii::-r'___-=.-1 -I - :_-r::::• ::".: i•4 .0 L � . - i - .Er -- j I -gin o I r Er. rr. I . _'._........"^'..."^ y _ .0 of CV • - -: _- - -. - t".•. - '.,.t.. --w.s.w.w-t_....A,'1if."/1 "i"". ❑ �r-. e G is __- r. i::i L - _ _ G Li. 7 7 : - ir=' m wz ...r••` 4. � ..»......... 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Ts.I- -- - Tb•#7yt� - Jr c_ G i 1 Tr:1 �L J J co m I - - - I OUTDOOR DINING COND.USE: ( rF F O - o Q �I � OUTDOOR DININGc� L . 1- cr co _ I L' { N. II I� 1 r I LANDSCAPED I I I + CD ai > J COURTYARD REFER - `� TO SHEET LI FOR I I m Csl -� I _..1 BUILDING I 62�''O E i /\\....4,_ MMORE ItcrO. 7 IrT, . :m1 1.11 Isl FLOOR RETAIL(5K RESU I / �` I \I WF 7 2nd FLOOR RETAIL ] -r I- -I I— -I -I ��r -� IC{ o , 3rd FLOOR:10 RES.UNITS I A 4th FLOOR 1D RES.UNITS I I I I O 1 m c� Fi1-.1- - -- -- -- I ( 1 I I BUILDING8 O o 0 '� III I W1 1 I 1st FLOOR I - II I I RETAIL t REST. \ 2 a I A I I ^ 2nd FLOOR OFFICE b.o 1 o a� II I = ' I I 1 BUILDING 9 I I I I �T 1 Y 1st FLOOR RETAIL I I 1 I- I - I I U • 1 I i 1 2nd FLOO- 7R OFFICE I I I I I W [ - I o ..L..._ jj R. I 1 N PI ' I I I ELECTRICAL I I I I O U_2 in ,...1 1 11 j I 1 I I VAULT LOADIt4S/TRAS 1 PICI6JP �l 1 C/J o Z 49'.6• — —M'-7.T———J 30,.TI_ ——-�bQY-0'! iii —�I V- 1———— 400——— ex_O, —' b —L——— e, I — ——37cs,— ,5,o t..—. I \ \ �'I ! ART TERM Tilt WAY I I I — ,,mac 2 -III----{J LOADINGt RAFIAPGTO 1 1 I1 / Z m LB__=JjII lf.'� c UNLOADING I G I E I I I 6 ) �/RI� W y' ` 126'-6' 80' 80' 65' O Scale: —y J +—��` �� I O Job No. 1411-12N /I @@ EXISTING CURES GUT 1-1 Date: 12.I5.15 'KY.S.W.FIRST AVENUE TO REMAIN Sheets: or -- W CO N. S CV 2 u.,--:. I-I I� I 1 1-1 / I I' I I Ao U z FIRST FLOOR- BLOCK 61 w Z SCALE 1:20 Q U J Existing Landscape Remove Section of wall p Q Extend Existing Walkway Rebuild Pilaster Remove Wall S.W. 1ST AVENUE a g g Q p e ::: 1111 ��\ ' 5'Brick Walkway U 11 i = - Green Island Fcus ` _ilk IL ` .�d 1 3 0 „ N II Tropical Hardwood L—_I ^I I 1 m [1 (Transplant) a�•��► .•t.���. ,'-: .� o` ,-7 _ ,. �� a - I • �i � o U Green Island Fcus 'itq'1 1, P4 I/// En l ,: \i r�4J1J , CK S U C;).►"� ci, Existing Landscape CD iC.) \ . / 411111LT, .;/('," (To Remain) i4. j ` ULa o Pa Illi Existing Landscape �_—_��-�� e O (� (To Remain) I — / _ _ ' 1 VI N Gumbo Limbo I�� B 0 r - ‘, ® i Ill 0 ,,-,0, e. 11111 En to 0,0t , 44''' •614 .,, ' 001 Bamboo Buffer 12'OA — A Cr....._ DATE ISSUED:December1.2015 1 • Parking 0 Tropical Hardwood 100% �� — / (Transplants) Existing Tree to /— Valet i 14/Mil.►gib► EB (5) (TransplaaQ OS � F, // ` hd(4) Oaks 12'-16'cal 0 Ni Illir -mow - �/ - �f O (Transplant) ` a _r F. ..�a..�, �� IIE ilig1A g o 5'Brick Walkway 4) Existing Oaks Hedge (To Remain) 0- NOTE i Block Sturdy Landscape to remain as is tides otherwise noted on plan. L3 0 0 a SWINTON AVENUE o Existing ) 5'Brick Walkway ���'g Palt Monstera Deliciosa Bed Z (To Q Boston Fem, �QLF;\�� o y..%1�_= 6 g o `pr°—� - Oak 12• '-1;cal _ Nee,, ' — Z 9 (Transplant) ireI / \ `'� •--J O >; Green Island Funs • O — 1+ Existing Ficus Q ilkniser.dati, l1 ;� (1'o Remain) Tropical Mixed PlantingsAlki p Green Island Fleas `�` D ,I (8) Oaks 12'-14'cal N 4) Gumbo Limbo 1111011111 (Transplant) II 5'Brick Walkway ` (Transplant) 'N ���` c 5'Brick Walkway `t Aloilk ��V`a �`��'!Ni/I` N aAidonCoco la(Trip `�',��� �'\ j�� � , 10',12',2' 1 ‘' rN '� 4�w4► �� Green Island Ficus (8) Coconut 12'-18' �, I. VAPi y� ocusia ���```... abal Palm Dwarf �i1i�i ��II •�e.7, ransplant) Dwarf �, Grass �, •, `�. 0,0.�> 5'Brick Walkway !n IMPAIRBanyan 1, � �` .} Green Island Ficus Q 1i it o [� oqii (Transplant) � tr .�. , �I � Alocusia p,�r` .abal Patin i OU 1'-1 Palms `PuL1 * Rr1h Green Island•Ficus W W ,�1��inklii\��—IIIP Ficus; --) O as `4 Boston Femrni) (Q� ��T' II 5'Brick U) H 1 INM=� T llie All ����� Walkway a � II� /,u�,� coca Q I�j+Vl, , Plum --! C/] 1 •�.,► 1.2 Boston • e=. Fern m I I. (/a;;;► li --1 i_._. Alocusia � t a W I ! tin pi/ W J m 5 1 t ilhiiro. Green Island Bens A. 1 ' I I 1 `.+.�►.;t� Q '�,�i� vUi I 4a � .I Alocusia 2 I Aor.,1 Brick Walkway t it0,I 1 '10 Green Island Ficus I µtl1� /'Yj� r---, �(ti��� 5'Paver WalkwayDATEISSUED:\hr,71 tMocusia DccembSS1,201s 'i ll -Se11,,�'W( a* ull -'Ii,`16, r�� Green Island Ficus Gumbo Limbo `ra, I �4U��{h�� �- Ill�tlfl'�' 0 5'Sidewalk -1 t,.� Alocusia � s,4 0 3yif� .ram .:v/ Green Island Ficus Coco Plum ���` ._ci��:: _��i. �►:.�1 :A� Green Island Finns = -L\ I/WeiL\ ANATIW 1\V/L\AA (8 5'Royal Palms 15 GW Sidewalk Green Island Ficus Aux.usie 1 ocusia =`.m. (6) Royal Palms 15 G W Green Island Ficus Green Island Ficus Alocusm 0 0 S.E. 1ST AVENUE 00 O } L4 1 1 2 I 3 c 1 5 1 6 I 7 1 8 I I, I I IZ I. 14 A PRIVATE RESIDENTIAL ADDITION: HPB APPROVAL SUBMITAL 0 THE HANKIN RESIDENCE — 1109 NASSAU STREET (WITHIN THE NASSAU STREET HISTORIC DISTRICT) , ,,, DELRAY BEACH, FLORIDA 33483 M o_ GENERAL NOTES CODES VICINITY MAP INDEX I�.,�=w Ida 1p ` plltlll�ic.•S11lltttlltw ARCHITECTURAL DOCUMENTS: M L ARC{-IITECTUR4L: _ ��"'� L2 iiL /'W„aw�mina`�f FLORIDA BUILDING CODE,2010 EDITION •C_ Zt = G -= -'• 1• +MIZI: VIER � 11 - I. THE CONTRACTOR SHALL PERFORM'(ANY AND ALL CUTTING AND FAT, p J; - 4-. �II�v'o E a.' r °.AIRyEY AS F7mVIDED BY OUt�R PATCHING NECESSARY TO COMPLETE THE WORK. NFPA T-101 LIFE SAFETY GODS �p ., M ` FLORIDA FIRE PREVENTION CODE,2010 EDITION . pp EQ 0 ; 1 2. THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES,. laT,..12,aTG. ;a. ton ,.' Alm ARCHITECTURAL SPECIFICATIONS NATIONAL ELECTRICAL CODE,2010 EDITION �1iU:11E1 M OPERATIONS,OR UTILITIES WITHOUT OBTAINS OWNER'S PRIOR ( � o. el* �Tt� i �� A30 AR RIIECTURAL SITE PLANM.Iia TIT y�'�APPROVAL AND MBTRICTIONB M EACH CASE IiORIDA MECHANICAL CODE,2010 EDRIGN >•'� y �� I�i7.� Aim ARCNITEGTIIRAL IXI81Wa FLOOR PL!>rY8) K o'o'l �_�u''o �llli''lLlrmn 1 O MO ARCHITECTURAL PROPOSED FLOOR PLAN ■ k FLORIDA PLUMBING CODE,2010 EDITION a'�u� --..-R—- IA .1st3. ALL CONSTRUCTION MID WOOPESNSHIP SHAM I CONFOrd'1 TO THE F '.^` A5ID RESERVFD FOR PRLOPOSED ROOF PLANREGY)IREMENTS OF LOCAL CODES. FLORIDA ACCESSIBILITY CODE/ADA-SO,2010 EDITION 1I C Sri:+ Q Abm EXTERIOR ELEVATION:IXISTMS SCJTH1 ! 9 - - 4. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL OTHER RILES,REGULATIONS AND CODES HAVING JURISDICTION 0 LIIIIB'EIIIh+ �1 f ,IK �.•WI � A1m EXTERIOR ELEVATION:PROPOSED SOUTH THE VERIFICATION OF ALL ELEVATIONS,CONDITIONS,AND DIMENSIONS INCLUDING BUT NOT NECESSARILY LIMITED TO: gm •.'� 1 PRIOR TO CGMMENCI1,6 CONSTRUCTION. I . y.7 ®7Ni ® �l�j.MIMIC' IIIC 2,e1. • ADO E 11ERJOR ELEvATIak F Sc'D EAST w CITY OF DELRAY BEACH,PALM BEACH COINTY-THE STATE CF FLORIDA C • " tt�RI t rir PIR ASO EXTERIOR ElEVATI01k PROPOSED NORTH 5. ANY CONFLICTS OR OMISSIONS BETWEEN THE VARIOUS ELEMENTS OF CITY OF DELRAY BEACH ZONING REGULATIONS �� THE WORKING DRAWINGS AND/OR GENERAL NOTES SHALL BE BROUGHT ' T7i _ Ty �yU:W AIOm EXTERIOR ELEVAi{C1�F'R�05ED U.E6T J CITY O=DELRAY BEACH ADOPTED ORDMANCE9 = y TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY MID BEFORE •a 41.11 ARO EXTERIOR WINDOW 1 DOOR SCIEDULES '+ 1 .�a°'r. o wr�+S�� C.I PROCEEDS SITU ANY U RG SO INVOLVED. DO NOT SCALE !1 0 111pr lx- C:ti.•cACW a - 1=�N ,.rs ® .. W DRAWINGS. >V'ao-.-e — W—11 6. THE GENERAL CONTRACTOR SHALL COORDINATE AND VERIFY WITH ALL BLDG. DESIGN DATA • '�',' - SUBCONTRACTORS THE SIM AND LOCATION CF ALL PIPS,DUCTWORK, a �-. /� - 1,¢NGHES,SLEEVES,SPECIAL BOLTS FOR EQUIRY$NT CONDUITS, ____ .. ___ _._ rn1 H CF al ETC. tit Td t{ 1. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR • _/�q Miffly/r,'�:: OCCUPANCY CLA'L4IFICATION: SINGLE FAMILY RESIDENTIAL -'di11fA0fi'iF.s�+."''' H ALL MEANS AND METHODS of CONSTRUCTION. TRUE N =- a BLDG.CONSTRUCTION TYPE. TYPE V.PROTECTED 'Pi al < S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FINISH ZCN11. DISTRICT: RM,MULTI FAMILY RESIDENTIAL liORTFI�4, . ,. - �O _ /�p� SURFACES CLEAN AT COMPLETION OF THE WORK AND SHALL REMOVE - - Y�. ALL EXCESS MATERIAL AND DEBRIS FROM THE JOB REGULARLY. DESIGN WIND LOAD: 110 MILES PER HOUR(3 SECOND GUST) w 1 E - BUILDS HEIGHT LIMITATION: 35 FEET ' • .�� d - 9. JOB SITE MEASUREMENTS ARE THE RILL RESPONSIBILITY OF THE .,.„0- W CONTRACTOR AND/OR SIE3COMRACTOR AND MUST BE TAKEN FOR ALL •�•1/// "� a — ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION. Pt % ' 10 c 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLS � ,O�O1P -_ CO Q SOLID P.T.BLOCKS BEHIND ALL SHELVING,CABINETS,ETC,OR EQUIPMENT REQUIRS BACKING. 8 Uill in IL FINAL INSPECTIONS ARE IEGUIRED FOR ALL PERMITS. SYMBOLS ABBREVIATIONS PROJECT TEAM CC W - W Cle DETAIL NUMBER • .°a�in°r a MO. Mar IM w'""0LT ARCHITECT.. Z in. _ DETAIL REFERENCE: �� AL Ar a1Aa LTA WC To WALE SWEET NUMBER a.. owcaul oo. WARD C. Coe.. COPE ARCHITECTS,INC. Ne KOS our. ap°�Ococ�' a W:se.1.elipt 114 1/2 NE 15T AVE ME eLxa EL000ab COOL GOER RwOMu en scan 0.11.01CR wTALL DELRAY BEACH,FLORIDA 33444-3113 - _ eor. eorrcn CPR nnca E ELEVATION NUMBER aAs a,ea.T OPPOSITE ELEVATION rest-tRENCE: FCC (— SWEET NUMBER oe wau+c PI_MAL PLATEMAMIE cell (56U 189-3191 E nuie CAST •TT L PLIT.Co .nail co�7earchtectakiee4nalleom (� (�/� - (_ SECTION NUMBER PRECAST cca.ecnyt ARP C.C. COCREIE �T PREEELNE MATED CO- COU" PIE r vj SECTION REFERENCE: COX `311p""� RN MOMS MECHANICAL/ELECTRICAL/PLUMBING ENGINEER. SWEET NUMBER DROOL DEC CLONE at Gone+•TILL _ + DeL DC.AL op. D%C DoOLAS PR RAD. wao BEACON CCNSULTPYO ENGINEERS Z - s DCone PW SMUT w"i 100 NE 6T4 S t stt 1,SUITE 602Ui C. DRAMS wpm BOYNTON BEACH,FLORIDA 33435 /�� C L E- WALL NUMBER d o001 evATkM MI- RAP wTa LrADee Vr C INTERIOR ELEVATION a+• F—INTERIOR ELEV. m e�oM e°C1Oomu� ply 156U 424-3210 Q - REFERENCE: `°�' 4—5WEET NUMBER nor EYEPIECEN.A OP. SMELT cell (56U 101-5464 DR. toor,aCOMM eo. 5rAflWAR EweT. DESTMa em. STAHL.MIL Pare. P.TALOArm FAO MR.+ .OT Pal_ ETMELC.. STRUCTURAL ENGINEER. IL MOM STK.. aTIeLT.4AL Ia. ILO. suer. SOMOSPED a7 (, 11021 M.P. am aTML R C L MS T 4 ASSCGATES,PIG. C +� ROOM REFERENCE: (--ROOM NUMBER OI .A.Q'MEu *• TREAD CO �a1 rAa a nAaoleT To Tar or aurae 601 N COiSR£SS AYE,SUITE 106A • ;I' ^' PA.w SW n TOME rn ago•z DELRAY BEACI4,FLORIDA 33445 LC) W -c TOG TOR OP OMet • uE o m DOOR REFERENCE: O E—DOOR NUMBER no•• OVA aD9 TOL TOR a pro (56U 265-6564 _ LLI e'i a'Le SLABS mii Tcrr o P./PART N o c N en, a-wr+ TTnrx fax (56U 265-6E566 :a- L� L NAG NOLL E WM. IRMO CENTER E NOT. Drown NaLLOu EOM •" a) WINDOW REFERENCE: O i--WINDOW NUMBER ' N. �T. Tnu.e RTIcAL RW COPE NenNT VEDA MOSICAL SRAM Project No. E _! ® woe. N[A.OSNAL101. HOLLOW � DOM.�URI 2015.99HANKIN•C uz Me�Dweree ,,OD ,. r CAD File No. rC ,L1 NDA+G NCAM:lemr o!< DATES LLO4I - V O NC. NTEIS P UT. W.00 PC COVER SHEET W NOTE REFERENCE: (3 REFERENCE NUMBERtrat+a�'R WT. MA� Date ^ n'+L• .eceao ma ewaaT- uulAilecoT ei1NIT NOVEMBER 13,2011 Cr /y 6L lA L�yA a Drawing No. `J LAVATORY REVISION t�trtRENCE: /'\ F-1R'tVISION NUMBER LOC. LOCLTOI NO MAX MAIO{H • AT �E .� M EM PEPLos:-_A S CENSER Lit. KUL l a MOOINAME oRIR AMBER AO . 0 KK nMrw • MOO aR NfLQ ntlK M 0000p O{! nm. C COPE ARCHITECTS. INC., 2015 rrAM m I 1 I 2 -I 3 I c I 5 I 6 I 7 1 8 I 9 I 1G I 11 I 12 I 13 I 14 1 IIoPOMIAANO BEACH VU' ACCURATE LAND SURVEYORS, INC. TEL. (954) 782-1441 FLORIDA 33050 L.B. #,3635 SHEET 2 OF 2 FAX. (954) 782-1442 N 20 0 10 20 NW NE II • 1611-5°1"1 W •"' �► E GRAPHIC SCALE r-� ` - 1"=20' �I0 • SW SE SET IRON FOUND 1/2" z c, vw,o ROD & CAP IRON ROD -S.- 9 wm a SET IRON IRON ROD 04 FOUND8 fL83635 (NO ID) 0.13' S. i7m 5 )0 d ROD & CAP 8c CAP ao 3w a #23635. (NO ID) g ' 1.95' EXkl_. _Goo . oiP 92.00' vi .y'.1 PLAT LIMITS jao 0.83' N. POWER POLE \ inn.ci a..ce �� 0.93' E. .---- -- T —jcp—rr,�-•— > rr 1, ,� ?� .. .. ., t3� .� 38 12 50 �96 f 30 p 20' 1.25' S. oc / `. PAVERS "c• 0 0.2[�'!ti S 0.15' W. /�rnr c^ .1 :, 1i6` i' ��(y :23.55 LOT ; 9 •��/ m 10.7 LOT 1 7 a• • D cK 1 I 1 1 1 t STEPPING • �1LE PA110_. ST NES� �� � PAVERS .—«. " b S 3 6 .-...,..-... :1-2;25'_.._../1/�_Pk I :- �--- 43.86' Irk 0) . Ax Ne;::.:":::.:::.3.:::.::.::.:i::.:"::-:::.::.::'::.::;-.:-:' ..-.-.>1014.9. : . r-: ;0' r. J ♦ I- u.. -. L„ .............................„ ` �/ o w ©_ :#1109: L �T. U 6' W.F. zC26.2W FW. ::TWREOSDSETOR ::=:'::.. .: aG2.75' W rr-- © FF 4.76' . 0 a w :::•:.NGVD 1929==:: ,,, �/ la 'e' GARAGE = 3.97'::: • 'y/ w :-NGVD 1929: / Q sal 0 ....._...................,........ .. r , r li WE 14.42 i24.71 =........................................ SET IRON w • 16'. ' • o 14 SET IRON ti� #9.83635 CAP El ROD do CAP •n��rQ - °�•• z ROD 4 wx 3635 � _ +,�t 3'y w a FOUND 1/2" V o'- `' N f fr CL IRON PIPE Z FOUND NAIL � .�V,ri a .•°- a � � � NO lD Ca 0.30' S. 12 a/Pr • CI C. § ( ) 0.03' W. I✓� DRIVEWAY c�v 'n i'- 0.86' N. ?u,, .pO 0.10 W. (� Off$ / a. _-4� 895N,- �• N 38' q /� . - 4 -:Th 2' VALLEY GUTTER . °42• 18._,..._;_i 20 Eat .` - N ' I 88.00• 92.00' • • . • . • r 4. . .•. ' • • NASSAU STREET - ' _ -----E---_, .. . - - .- . . pP 4 -`�'' - - - 18.8' RIGHT OF WAY •• • • • `1'y,.�,•:#• ---- -_ 17.7' ASPHALT PAVEMENT _ •• -'g•=tgo +aty NOTES: 1. unless otherwise noted field measurements are in agreement CERTIFICATION: with record measurement. This is to certify that I hove recently surveyed the 2. Bearings shown hereon are based on an assumed bearing of property described in the foregoing title captiGk and n/a have set or found monuments as indicated ors' this 3. The lands shown hereon were not abstracted for ownership, sketch and that said above ground survey anti rights of way, easements, or other matters of records by sketch are accurate and correct to the best of my Accurate Land Surveyors, Inc. knowledge and belief. I further certify that this 4. Ownership of fences and walls, if any, are not determined. survey meets Minimum Technical Standards under 5. This survey is the property of Accurate Land Surveyors, Inc., Rule 5J-17, adopted by the Florida Board of Land and shall not be used or reproduced in whole or in part without Surveyors. October 1st, 2009. id shall not be used or reproduces in wnoie or in purl w,v,vui - •itten authorization. This survey is made for the exclusive use of the certified Ireon, to be valid one year from the date of survey as ,shown :reon. This survey consists of a mop and text report, one is not A:lid without the other. (--"‘..---i. OT VALID WI1HOUT ril ,� E ORI�GINAALLRRAISED #% A c."WHIM A I 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 14 1 GENERAL NOTES N N ARCHITECTURAL: BUILDING CODE COMPLIANCE: WALL COVERINGS: - 0 - L THESE DOCUMENTS INDICATE THE DESIGN INTENT OF THE CONSTRUCTION 22. UNLESS OTHERWISE NOTED,I'.MN DRAWINGS ARE IN CONFLICT,ENLARGED L THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE W/APPLICABLE L INTERIIOR FINISH MATERIALS SHALL COMPLY WITH LOCAL CODES. WHEN PROJECT IN ORDER TO ESTABLISH STANDARDS FOR QUALITY AND/OR PLANS 4 DETAILS SHALL GOVER`L HOILEVER,THE ARCHITECT SHALL MAKE CODES,REGULATONS,LOCAL AUTHORITY REGULATIONS 4 LOCAL CODE REQUIRED BY BELDING OFrICIAL(S),APPLY FLAME PROOFING TO FABRIC PERFORMANCE. THE FINAL DETERMINATION IN THESE MATTERS. OFFICIAL'S DIRECTIVES. WALL COVERINGS. 2. THE CONTRACTOR SHALL INVESTIGATE THE JOBSITE 4 COMPARE THE CD'S 23. SUBMIT FOR ARCHITECT'S REVIEW ABOVE BUILDING STANDARD SAMPLES 4 2. THE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS PER FBC 1816.11 2. WALL COVERINGS SHALL BE INSTALLED ACCORDING TO MALL ACTURER'S ' N, W/THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE LN HIS COST, LITERATURE. SUBMIT FOR ARCHITECT'S CONSIDERATION SAMPLES 4 PRODUCT SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLICATION,INCLUDING ' Z WRK DESCRIBED IN THE CD'S 4 THAT I5 REQUIRED OR REASONABLY IMPLIED LITERATURE t OTHER PERTINENT DATA OF ANY PROPOSED SUBSTITUTIONS. ANY o IA PARTITION NOTES: TO ACHIEVE THE DESIGN INTENT OF THE CD'S. THE CONTRACTOR SHALL SUBSTITUTIONS PROPOSED WY THE CONTRACTOR SHALL BE SUBMITTED TO THE TEMPERATURE AND DUST CONTROL. WALL COVERING REQUIRING BACKING SHALL F., O F NOTIFY THE ARCHITECT OF ANY CONFLICTS BETUFEN EXISTING CONDITIONS 4 ARCHITECT FOR APPROVAL PRIOR TO IMPLEMENTATION. IT IS THE CONTRACTOR'S FOLLOWING APPROVED. APPLY WALL PRIMER PRIOR TO APPLYING ADHESIVE ANY NEW WORK OF ANY OMISSIONS IN THE DRAWINGS 4 ANY RESTRICTIONS RESPONSIBILITY TO RES=ARCH 4 QUALIFY THAT THE PERFORMANCE 4 L CLEAR DIMENSIONS MUST BE HELD. DIMENSIONS NOTED AS FINISHED FACE FOLLOWING MAIvTFAGTURER'S INSTRJGTION. 4. RELATED TO THE EXECUTION OF THE WORK INCLUDING THE COORDINATION W/ CONSTRUCTION SPECIFICATIONS MEET THOSE OF THE ORIGINALLY SPECIFIED ITEM 3. INSTALL SEAMS PLUMB 4 NOT LESS THAN SIX(6)INCHES FROM CORNERS: _STRUCTURAL AND MEP R W ELATED ORC PRIDE TO SUBMISSION FOR APPROVAL. CONTRACTOR SHALL BE LIABLE FOR 2. DRAWING DIMENSIONS ARE TO THE FACE OF STUD SURFACE UNLESS CLEAR OR HORIZONTAL SEAMS SHALL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. MATERIALS THAT ARE NOT AVAILABLE DUE TO UNTIMELY ORDERING 4 FOR THE CRITICAL SHALL BE ME-ASURED FROM FINISH FACE TO FINISH FACE Z COORDINATION OF SUBSTITUTIONS W/OTHER TRADES 4 DISCIPLINES. 4. REMOVE EXCESS ADHESIVE PROMPTLY,REPLACE PANELS ULIICH CANNOT BE 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A COMPLETE JOB IN3. MAKE NO MECHANICAL ATTACHMENTS TO EXTERIOR BUILDING SURFACES COMPLETELY CLEANED. EVERY RESPECT THAT ALLOWS FOR THE FULL USE OF THE COMPLETED L FACILITY 4 CONSISTENT W/THE DESIGN INTENT OF THE CD'S. THIS SHALL 24. SHOP DRAWINGS(TWO(2)COPIES TO ARCHITECT 4 TWO(2)COPIES TO ENGINEER), WITHOU PRIOR NOTIFICATION AND APPROVAL FROM THE ARCHITECT. INCLUDE,BUT NOT BE LIMITED TO,COMPLETE UTILITY CONNECTIONS FOR H2O, AS REQUIRED,SHALL WE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR 5. INSTALLATION OF PATTERNED FABRIC WALL COVERINGS SHALL BE MATCH AT CO L SEWER RAIN WATER LEADERS,DRAINS,POWER(W/TRANSFORMING TO ACHIEVE CONSTRUCTION. SUBMIT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION OR 4. CONSTRUCT CEILING-5 t PARTITIONS PER MANIFAGTL'RER'S RECOMMENDATIONS ENDATICTIS EDGE TO ADJACENT FABRIC PANEL. APPROPRIATE 4 NECESSARY VOLTS 4 AMPS),GROUNDS,NATURAL OR LP GAS, PURCHASE. SHOP DRAWINGS OR SAMPLES FOR MILLWORK CUSTOM METALWORK WITH DEFLECTIONS NOT TO EXCEED 1/240 CF THE SPAN. PROVIDE FIRE R N Y C\ VENTS,VENTILATION,SMOKE EVACUATION,4 BLOCKING,BRIDGING,STRUCTURAL CUSTOM CASEGOODS 4 OTHER ITEMS AS REQUIRED BY ARCHITECT FOR ABOVE AS I QUIRED BY CODE-SEE REG AND LOCAL CODE AMMENDMENT5 FOR ANY 6. REMOVE SWITCH PLATES 4 SURFACE MOUNTED FIXTURES TO PERMIT WALL - SUPPORTS,ETC.TO ALLOW FOR THE COMPLETE 4 WORKING OF NOTED OR BUILDING STANDARDS ITEMS. SPECIAL FIRE STOPPING RECd IRE MENTS. COVERING INSTALLATION 4 RE-INSTALL UPON COMPLETION. le INFERRED EQUIPMENT. 5. INSTALL WOOD BLOCKING AT ANY PARTITION SCHEDULED TO RECEIVE HANGING CO - 25. CHANGES IN THE WORK SHALL ONLY BE ALLOWED W/ONE OF THE FOLLOWING CABINETRY AND/OR SHELVING. 1. WALL COVERINGS SHALL BE FROM CONSISTENT DYE LOTS. -/ 4. REASONABLY INFERRED CONDITIONS NOT OTHERWISE INDICATED IN THESE WRITTEN DIRECTIVES: U ARCHITECT'S DIRECTIVE FOR MINOR CHANGES IN WORK, CD'S SHALL BE INTERPRETED AS HAVING THE SAME MEANING AS THOSE MOST 2.)CONSTRUCTION CHANGE DIRECTIVE FROM THE ARCHITECT,OR 3J CHANGE a NO SUBSTITUTION OF ANY SPECIFIED WALL COVERINGS OR FINISH MAY BE MADE SIMILARLY DETAILED 4 MORE FULLY DEFINED ELSEL'HERE WITHIN THESE ORDER ISSUED BY THE ARCHITECT. CHANGES MUST FOLLOW MODIFICATION 6. INSTALL MOISTURE RESISTANT SUBSTRATE(WATER RESISTANT TYPE GYPSLM WITHOUT PRIOR APPROVAL OF ARCHITECT. K DOCUMENTS. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IF CLARIFICATIONS PROCEDURES NOTED IN AIA A201-ARTICLE 1. CHANGES REQUIRING A CHANGE BOARD OR CEMENTITIOUS BOARD)WHERE CERAMIC TILE OR STONEWORK IS K ARE REQUIRED. CONTRACTOR SHALL BE LIABLE IF INAPPROPRIATE INTER- IN COST OR TIME MUST BE EXPLICITLY NOTED AT TIME OF DISCUSSION IN FIELD, INDICATED. PRETATIONS CONFLICT WITH OTHER ELEMENTS OF THE WORK NOTIFICATION OR ARCHITECT OR AT JOB PROGRESS MEETING 4 FOLLOWED UP WITHIN TILE: TWO(2)WORKING DAYS BY WRITTEN CONFIRMATION. IF CHANGE IS AGREED TO 1. INSTALL STEEL FRAMING FOR PARTITIONS TO COMPLY WITH ASTM C-154 4 THE 5. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS 4 DIMENSIONS INDICATED WITHOUT EXPLICIT REFERENCE TO CHANGE IN COST OR TIME,A SUBSEQUENT GYPSUM CONSTRUCTION HANDBOOK BY U.S.GYPSUM,LATEST EDITION. I INSTALL TILE IN ACCORDANCE W/TILE COUNCIL OF AMERICA HANDBOOK FOR- W/THE CD'S 4'Wd1 L NOTIFY THE ARCHITECT OF ANY VARIATION PRIOR TO THE CHANGE ORDER MAY WE JUSTIFIABLY REJECTED. CERAMIC TILE INSTALLATION METHODS. THE PURCHASING OF MATERIALS,FABRICATION OR CONSTRICTION. THE a INSTALL 4 FINISH GYPSUM BOARD TO COMPLY W/ASTM C-840,GA-216 BY CONTRACTOR SHALL BE LIABLE FOR RESTOCKING CHARGES,REPLACEMENT 26. PERFORM ORK 4 INSTALL MATERIALS IN STRICT ACCORDANCE W/MANUFACTURER'S GYPSUM ASSOCIATION 4 GYPSUM CONSTRUCTION HANDBOOK BY U.S.GYPSUM, I"W COSTS 4 FOR DELAYS IF HE FAILS TO COMPLY W/THIS PROVISION. SPECIFICATIONS 4 INSTRUCTIONS 4 IN A MANNER CONSISTENT W/INDUSTRY LATEST EDITION PREPARE SURFACE AS REQUIRED FOR FINAL SURFACE FINISH 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE SUBSTRATE(IE. AS RECOMMENDED BY GYPS U M CONSTRUCTION HADBOOK MOISTURE RESISTANT GYPSl7M BOARD,'WIONDERBOARD',ETCJ. STANDARDS FOR WORKMANSHIP. I_ U S. THE GENERAL,SHALL CONTRACTOR UPON AWARDING GONTARTS DI TO SUB- TELEPHONE/DATA/ELECTRICAL NOTES: V J • CONTRACTORS,SHALL SUBMIT TO THE AP,-HITECT 4 THE OWNER A LIST OF 21. GYPSUM 4 METAL STUD CONSTRUCTION SHALL BE DONE IN ACCORDANCE W/ 9. PROVIDE FRE RESISTANCE RATED PARTITION ASSEMBLIES IDENTICAL TO UJ_. ITEMS 4 THEIR DELIVERY SCHEDULES. THE CONTRACTOR PRIOR TO ORDERING RECOMMENDATIONS 4 INSTRUCTIONS PUBLISHED BY US.GYPSUM COMPANY- DESIGNATIONS(UNDERWRITERS LABORATORY)SHOWN IN THE FIRE RESISTANCE ' AN ITEM,SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT 4 OLLNER GYPSUM CONSTRUCTION HANDBOOK,LATEST EDITION. CONSTRUCTION JOINTS MUST DIRECTORY OR LISTED BY OTHER TESTING AGENCIES ACCEPTABLE TOILI OF ANY ITEM WHICH MAY CAUSE THE PROJECT TO WE DELAYED DUE TO LONG r'Cc'' I WORK.SHALLERI IN ACCORDANCE WI/APPLICABLE NATIONAL,STATE AND ■.■ _ • LEAD TIME IN OBTAINING. R AT A MAXIMUM OF 25 FT.ON UNDERSIDE OF ROOF DECK. AUTHORITIES HAVINGpU/ JURISDICTION. LOCAL ELECTRICAL CODES. CO 1. THE CONTRACTOR SHALL BE RESPONSIPI F FOR ACHIEVING SUBSTANTIAL 28• FINISH CARPENTRY 4 MILLWORK SHALL BE DONE IN ACCORDANCE W/THE MILLWORK NOTES: 2. IN M/E/P DESIGN-BUILD PROJECTS,MECHANICAL 4 ELECTRICAL ENGINEERING CY ^ARCHITECTURAL WOODWORKS INSTITUTE(AEI)STANDARDS FOR SELECTION OF COMPLETION REGARDLESS OF DELIVERY DATES FOR MATERIALS 4 EQUIPTMT. DRAWINGS tiUq L BE SUBMITTED TO ARCHITECT FOR REVIEW 4 APPROVAL PRIOR MATERIALS,HARDWARE,FABRICATION,WORKMANSHIP 4 FINISHING. TO START OF CONSTRUCTION. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY I. MILLWORK4 CASEU.ORK SHALL COMPLY WI ARCHITECTURAL UOODWOR< • S. THE/RIG IITECT HAS NOT CONDUCTED NOR INTENDS TO CONDUCT ANYQUALITY STANDARDS,GUIDE SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM, FOR COORDINATING VARIOUS TRADES. CONTRACTOR SHALL CONTROL INSTALL- F1 INVESTIGATION AS TO THE R'FSSENGE OF HAZARDOUS MATERIALS,INCLUDING 29. EXAI'MINE SURFACES TO DETERMINE THAT THEY ARE SOUND,DRY,CLEAN 4 READY LATEST EDITION,CUSTOM GRADE UNLESS OTHERWISE NOTED. ATION SEQUENCE OF VARIOUS ITEMS TO AGCO'9'IODATE DIMENSIONAL REQUIRE- TO RECEIVE FINISHES OR MILLWORK PRIOR TO INSTALLATION START OF MENTS OF TOTAL ASSEMBLY INCLUDING MECHANICAL,ELECTRICAL,PLUMBING,FIRE H ASPESTOS,WITHIN THE CONFINES OF THIS PROJECT. THE ARCHITECT ACCEPTS INSTALLATION SHALL IMPLY ACCEPTANCE OF SUBSTRATE 4 SHALL NOT BE ALARM,DATA TELEPHONE,SPRINKLER PIPING AND ANY 4 ALL EQUIPMENT. NO RESPONSIBILITY FOR THE IDENTIFICATION,THE REMOVAL OR ANY EFFECTS GROUNDS FOR CLAIMS AGAINST IMPROPER PERFORMANCE OF INSTALLED MATERIAL 2. INSTALL FIRE RETARDANT TREATED WOOD PRODUCTS WHERE REQUIRED TO Inn FROM THE ISENCE OF THESE MATERIALS. ADVISE ARCHITECT OF ANY EXISTING CONSTRUCTION NOT LEVEL.SMOOTH 4 COMPLY WITH THE BUILDING CODE. - PLUMB WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRUCTION 3. ANY DISCREPANCY BETUF_AN THE ARCHITECTURAL,MECHANICAL,ELECTRICAL 4 9. THE CONTRACTOR SHALL ISSUE COMPLETE SETS OF CD'S TO EACH OF THE 3. COORDINATE INSTALLATION OF ALL IN-WALL STEEL ANCHORAGE,GROUNDS,4 PLUMBING ENGINEER'S OR ANY OTHER CONSULTANT'S DRAWINGS SHALL BE _ ■-■ B-CONTRACTORS FOR COORDINATION OF THEIR WORK AND DESCRIPTION OF 30. INSTALL 4 MAINTAIN NECESSARY COVERINGS,PROTECTIVE ENCLOSURES, MISCELLANEOUS BLOCKING W/OTHER TRADES FOR PRECISE LOCATION. BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION LOW INSTALLED IN CONFLICT UI/THE ARCHITECT'S DRAWINGS OR CREATING CONFLICTS MUM W SCOPE. TEMPORARY DOORS a PARTITIONS a DUST BARRIERS TO PROTECT re",-I IPANTS 4 EXISTING WORK 4 FINISHES TO REMAIN REPAIR 4 REPI A"E ANY DAMAGES 4. THE MILLWORK CONTRACTOR SHALL OBTAIN 4 VERIFY FIELD MEASUREMENTS DUE TO INSIFICIEINT COORDINATION OF WORK SHALL BE CORRECTED BY THE WORK CO Q ID. THE CONTRACTOR SHALL APPLY FORPERMITS,4 PAY FOR PEMITS,FEE S, CAUSED BY INPROPER PROTECTION AT NO ADDITIONALCHAR'.jE TO OWNER 4 CONDITIONS AFrECTUG HIS WORK 4 SHALL BE RESPONSIBLE FOR DETAILS 4 CONTRACTOR a THE CONTRACTOR'S EXPENSE 4 SHALL NOT IMPACT THE SCHEDULE. v INSPECTIONS 4 APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY t ALL DAMAGE Ul1ICH MAY DIMENSIONS ASSURING PRECISION 4 PROPER ASSEMBLY OF HIS PRODUCTS. 0 OVER THE PROJECT. CONTRACTOR 15 TO PROVIDE COPIES OF TRANSACTIONS ne,•-IRE DURING EITHER THE DEMOLITION OR CONSTRUCTION PHASE TO THE 4. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING 4 SPECIFICATIONS. MECHANICAL n TO OWNER NOTIFY ARCHITECT OF ANY VARIANCE W/CODES IN FORCE EXISTING BUILDING. CONTRACTOR SHALL REPAIR SAME IMMEDIATELY TO MATCH 5. COORDINATE ITEMS TO INSURE DELIVERY TO THE PROPER LOCATION t 4 ELECTRICAL ENGINEER'S DRAWINGS DO NOT SPECIFY LOCATIONS OF FIXTURES. 111 CONTACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE W/THE REGULATIONS ADJACENT SURFACES IN GOOD CONDITION. VERIFY PHYSICAL ACCOMMODATION WITHIN THE CONFINES OF THE PROJECT OUTLETS,OR EQUIPMENT-R.J"-E- RDRAWINGS.TO ARCHITECT'S r OF ANY 4 ALL PUBLIC AUTHORITIES(FEDERAL,STATE 4 LOCAL)HAVINGAS REQUIRED. at la - JURISDICTION OVER THE PROJECT. 3L WORK DAMAGED DURING CONSTRUCTION OR NOT CO1T-ORMING TO SPECIFIED 5. SEPARATE JUNCTION BOXES BY AT LEAST ONE(I)STUD WHERE TELEPHONE 4 - STANDARD TOLERANCES OR MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION ELECTRICAL OUTLETS APPEAR BACK-TO-BACK OR SIDE-WY-SIDE. ■.■ IL PROVIDE 4 PAY FOR ANY AND ALL MATERIALS,LABOR EQUIPMENT,TOOLS, SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER 6. SET WORK PLUMB,LEVEL 4 SQUARE,SCRIBED TIGHTLY 4 ACCURATELY TO DJT. W • SURFACES,SECURELY ANCHORED IN POSITION INDICATED ON DRAWINGS TO CONSTRUCTION EQUIPMENT,WAREHOUSING,TRANSPORTATION 4 DELIVERY COSTS, HIGHEST6. OUTLETS,SWITCHES 4 JUNCTION BOXES LOCATED IN ACOUSTICAL PARTITIONS QUALITY STANDARDS. Z HOISTING,REMOVAL OF TRASH 4 DEBRIS,4 OTHER FACILITIES 4 SERVICES 32. MAINTAIN EXIT,EXIT LIGHTING,FIRE PROTECTIVE DEVICES 4 LIFE SAFETY SYSTEMS SHALL RECEIVE EQUIVALENT INSULATION BEHIND BOXES. CC F NECESSARY FOR THE EXECUTION 4 COMPLETION OF THE W 012C IN bRYING ORDER F 1. LAMINATE EDGES OF COUNTERTOPS 4 EDGES OF DOORS PRIOR TO FACING 1. WHERE WALL MOUNTED OIUTLETS Al ."INDICATED SIDE-BY-SIDE,THE MAXIMUM lam- 12. WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHER- 33. EXIT DOORS,EGRESS DOORS 4 OTHER DOORS REQUIRED FOR MEANS OF EGRESS COUNTERTOPS OR DOORS. SEPARATION SHALL BE SIX(6)INCHES,CENTERLINE TO CENTERLINE,U.O.N. //� WISE NOTED. REFERENCES TO THE CONTRACTOR SHALL INCLUDE THE GENERAL SEAL BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOW- �/J CONTRACTOR AND SUB-CONTR.AN'TORS. LEDGE OR EFFORT. 8. COORDINATE FXA'T PI/'rEIMENT OF PLUMBING 4 ELECTRICAL FIXTURES, 8. GANG ELECTRICAL OUTLETS t SWITCHES WHERE POSSIBLE. Nie - SWITCHES 4 OUTLETS TO BE INSTALLED WITHIN THE MILLUKYRC B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR,4 HAVING CONTROL 34. VERIFY KEYING REQUIREMENTS OF ALL NEW LOCKS WITH OWNER 9. WALL MOUNTED ELECTRICAL,TELEPHONE 4 DATA OUTLETS SHALL BE INSTALLED OVER CONSTRICTION MEANS,TECHNIQUES,SEQUENCES 4 PROCEDURES 4 FOR 9. REPAIR REPLACE OR OTHERWISE MAKE GOOD TO SATISFACTION OF ARCHITECT AT EIGHTEEN(IS)INCHES ABOVE FINISHED FLOORS,UNLESS NOTED OTHERWISE. COORDINATING PORTIONS OF THE WORK REQUIRED BY THE CD'S. 35. 24 HOURS PRIOR TO OCCUPANCY OF ANY PHASE,THOROUGHLY CLEAN SUACES DAMAGE INCUR D TO MILLWORK DURING CONSTRICTION OF DUST,DEBRI,LOOSE CONSTRUCTION MATERIAL 4 EQUIPMENT. VACUUM OR MOP O. INSTALL LIGHT SWITCHES AT FOIRTY-TWO(42)INCHES ARE,4 WITHIN EIGHT(8)INCHES �/� E 14. THE ARCHITECT 4 DINER SHALL NOT BE RESPONSIBLE FOR THE ERRORS, FLOORS 4 CLEAN WINDOWS. THE CONTRACTOR AT THE COMPLETION OF THE ID. ADJUST DOORS,DRONERS 4 HARDWARE FOR PROPER OPERATION 4 CLEAN `f, OMISSIONS OR DELAYS RESULTING FROM THE CONTRACTOR'S PERFORMANCE. OF DOOR FRAME,UNO_ FOLLOW ADA REGULATIONS IN PUBLIC CIRCUMSTANCES. E PROJECT,SHALL CLEAN THE ENTIRE BUILDING AND LEAVE IT IN ACCEPTABLE SURFACES.INSIDE 4 OUT. Cl) CONDITION IL THERMOSTATS SHALL BE INSTALLED AT SIXTY(60)INCHES AFF.ADJACENT TO 15. THE CONTRACTOR 444d1 L BE RESPONSIBLE FOR ACTS 4 OMISSIONS OF THE IL COMPLY WI MILLWORK MANUFACTURER'S 4 INSTALLER'S RECO'9MENDED OPTIMUM LIGHT SWITCHES,UNLESS NOTED OTHERWISE CONTRACTOR'S EMPLOYEES,SUB-CONTRACTORS 4 THEIR AGENTS 4 36. SUBSTANTIAL COMPLETION SHALL WE THE DATE ON LLHICH THE PREMISES ARE TEMPERATURE 4 HUMIDITY CONDITIONS FOR STORAGE 4 INSTALLATION OF WORK. ICC EMPLOYEES 4 ANY OTHER PERSONS PER:ORMING ANY OF THE WORK UNDER AVAILABLE FOR Or'OIPANCY FROM THE CONTRACTOR 4 SHALL BE AS DEFINED 12. INCANDESCENT LIGHT FIXTURES ARE TO BE ON DIP'CMERS,UNO_ Z - A CONTRACT WITH THE CONTRACTOR IN AIA DOCUMENT A20L ADDITIONAL TOUCH-UP OR MINOR INSTALLATION U.ORK 12. COMPLY W/APr-HITECTURAL WOODUORK QUALITY STANDARDS,GUIDE MAY BE INCOMPLETE. SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM,SECTION 1500 FACTOR L3. WHERE LIGHTS 4 SWITCHES ARE NOT NOTED W/A LOWER CASE LETTER 16. OTHER CONTRACTORS I THEIR SUB-CONTRACTORS MAY BE WORKING ON THE FINISHING SYSTEMS FOR FINISHES NOTED. DESIGNATION,THE SWITCHES ARE TO BE CONNECTED ONLY TO THOSE LIGHT ILI PREMISES SIMULTANEOUS WITH THE DURATION OF THIS CONTRACT. NO ACTION 31. WARRANT TO THE OWNER THAT ALL MATERIALS 4 EQUIPMENT FURNISHED 4 FIXTURES WITHIN THAT SPECIFIC ROOM. D SHALL BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANY SUB- INSTALLED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED, FINISH NOTES: 00) D CONTRACTOR TO IMPEDE THE ACCESS OR OPERATION OF ANY OTHER 4 WORK SHALL B E OF GOOD QUALITY,FREE FROM FAULTS 4 DEFECTS 4 CONFORMS 14. FLOOR MOUNTED OUTLETS ARE DIMENSIONED FROM THE CENTERLINE OF THE CONTRACTOR ON THE PREMISES,EITHER UNION OR NON-UNION. WITH THE CONTRACT DOCUMENTS. I INSPECT MATERIALS FOR DEFECTS,FLAWS,SHIPPING DAMAGE,CORRECT COLOR OUTLET TO THE FINISHED FACE OF THE PARTITION AND/OR COLUMN,UNLESS Il. WORK SHALL BE DONE DURING NON:UAL WORKING HOURS. CONTRACTOR SHALL t PATTER`.INFORM ARCHITECT OF ANY DEFECTIVE MATERIALS 4 COORDINATE NOTED OTHERWISE T� 36. FOR A PERIOD OF ONE(I)YEAR BEGINNING AT THE NI U DATE OF SUBSTANTIAL W/THE MA FAGTRER FOR ACCURATE SHIPPING DATES FOR THE REPLACEMENT T- SCHEDULE 4 PERFORM SO AS NOT TO UNREASONABLY DISTURB ANY COMPLETION,CONTRACTOR SHALL PROMPLY CORRECT WORK FOUND NOT TO BE MATERIAL. 15. ELECTRICAL ITEMS INDICATED IN OR ON CABINETRY`,LIAI L BE SUPPLIED,NEIGHBORS 4 SHALL BE RESPONSIBLE FOR ANY OVERTIME COSTS INCURRED IN ACCORDANCE W/THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BEAR INSTALLED 4 COORDINATED BY THE CONTRACTOR THEREBY. ALL COSTS OF CORRECTIONS. 2. FLOOR COVERINGS SHALL WE REPAIRED IN RENOVATION WORK TO MATCH L9. THE CONTRACTOR SHALL COORDINATE 4 WORK UU BUILDING CIDER I2�=CARD- 39. UNLESS OTHERWISE NOTED,FASTENERS 4 ATTACl."-IENTS SHALL B=FULLY ADJACENT SURFACES. FLOOR COVERINGS IN CLOSETS SHALL MATCH ADJACENT IS. ELECTRICAL SUB-CONTRACTOR SHALL MAKE FINAL CONNECTIONS FOR ALL FLOOR ' INs HEAT,WATER ELECTRICITY,DELIVERIES,AGWE55,ELEVATOR AVAIL- ` SURFACES. FLOOR COVERING IN CLOSETS SHALL MATCH ADJACENT ROOM OR WALL OUTLETS TO FUPoNINRE SYSTEM PRIMER POLES(WHERE APPLICABLE) B C CONCEALED FROM VIEW. UNLESS NOTED OTHERWISE. FOLLOWING MANUFACTURER'S STANDARDS FOR INSTALLATION AND APPLICABLE C STAGING,STAGI ,NOISE CONTROL,TRASH 4 DEBRIS REMOVAL,HOISTING, CODES. 4 ANY OTHER UTILITIES OR DINER'S RULES 4 REGULATIONS CONCERNING THE 40. THE ARCHITECT'S SEAL AFFIXED TO THESE CONTRACT DOCUMENTS,SHALL PROJECT SITE. CONTRACTOR SHALL COORDINATE USE OF RESTROOM 3. CONTRACTOR WILL BE RESPONSIBLE FOR PROVING AN APPROPRIATELY FACILITIES FOR HIS EMPLOYEES WITH THE OWNER CERTIFY TO THE BEST OF OUR KNOWLEDGE,THAT THESE DRAWINGS MEET THE LEVEL t SMRI OOTH CONCRETE OR OTHER SUBSTRATE TO I-EET THE CARPET(IF Il. PHONE t DATA OUTLETS SHALL BE SINGLE OUTLET BOX W/PULL STRING 4 NG J APPLICABLE STATE 4 LOCAL CODES. IF ANY PORTION OF THESE DOCUME'TITS IS CARPET IT USED)MEETING .6INDUSTRY STANDARDS PRIOR TO INSTALLATION. FOR WIRING. WIRING OR CABLING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE. 3 n S - FOND TO BE IN CONFLICT W/STATE OR LOCAL CODES,THE ARCHITECT SHALL - 19. THE CONTRACTOR SHALL PROCURE MATERIALS SO AS NOT TO DELAY BE NOTIFIED IN WRITING BY THE CONTRACTOR 4. CARPET,IF USED,SHALL WE INSTALLED IN THE SAME DIRECTION SEAM IS. THE SIZE OF NEW TELEPHONE 4 DATA LINE CONDUITS SHALL BE AS PER N SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL NOTIFY/PCHITECT CARPET AT DOORS AND ON CENTERLINE OF DOORS,TYPICAL SUPPLIER'S SPECIFICATIONS. VERIFY REQUIREMENTS W/OU.NER Drawn WITHIN FIVE(5)DAYS OF EXECUTION OF CONTRACT OF ANY MATERIAL 41. CONTRACTOR SHALL BE RESPONSIBLE IN PROVIDING THE OWNER A COMPLETE RW COPE DELIVERY U&-ITCH �-M COULD DELAY COMPLETION OF THE CONTRACT. SET OF'AS-BUILT'OR'RECORD'DQGENDS. PAINTED SURFACES: It INSTALL BUILDING STANDARD COVER PLATES FOR OUTLETS 4 SWITCHES. Project No. B 20. COORDINATE SCHEDULING,PROVISIONS FOR INSTALLATION,LOCATIONS,4 42. PROVISIONS OF THE AIA A201-GENERAL CONDITIONS,APPLY TO THIS CONTRACT 2015.99HANK1N 5 INSTALLATION OF ITEMS FURNISHED BY THE OWNER 4 BY OTHERS,FOR THE BY REFERENCE UNLESS SPECIFICALLY MODIFIED IN WRITING BY THE OWNER OR I. PAINTED FINISH METAL t WOOD TRIM SHALL BE SEMI-GLOSS ALKYD ENAMEL,Ilk_ 20. EXHAUST FANS IIWE I BE SILENT RUNNING 4 SHALL HAVE A MINIMUM EIGHT(8J FO01 CAD File No. PURPOSES OF THIS CONTRACT. THE FOLLOWING ABBREVIATIONS APPLY: LONG DUCT E IN N THE RETURN AIR GRILLE 4 FAN MOTOR DUCT SHALL BE SPEC SHEET ARCHITECT. COLOR TO MATCH ADJACENT WALL UNLESS NOTED OTHERWISE. OTHER SURFACES LINED W/ONE(I)INCH MN.THICK FIBERGLASS LINER DO NOT LOCATE FAN MOTOR OF-OI•OL'NER BURNISHED 4 OWNER INSTALLED,OF-CI•OWNER RIRNISHED SHALL BE LATEX,FLAT FINISH. PAINTED FINISHES WITHIN BATHROOMS a KITCHEN/ ABOVE CEILING OF ROOM SERVED BY FAN-LOCATE MOTOR ABOVE CORRIDOR Dote 4 CONTRACTOR INSTALLED,CF-CI-CONTRACTOR FURNISHED 4 CONTRACTOR GALLEYS/PANTRY SHALL BE SEMI-GLOSS ALKYD ENAMEL. OR OPEN AREA CEILING. PROVIDE SPARK PROOF MOTORS OR EXPLOSION PROOF NOVEMBER 13,2015 INSTALLED,AND CF-OI=CONTRACTOR FURNISHED 4 OII NER INSTALLED. 2. FRCPARE FOR 4 APPLY PAINT IN ACCORDANCE W/THE MA:JF-ACTIURER'S SPECS. MOTORS FOR LOCATIONS INVOLVING FLAMABLE MATERIALS(ONLY IF APPLICABLE) Droning No. 2L THE CONTRACTOR SHALL COORDINATE 4 IWRK IS/TRADES ON THE PROJECT FOR THE PARTICULAR SURFACE,ONE(I)COAT PRIME 4 TWO(2)FINISH COATS 2L ACCESS PANELS AS REQUIRED SHALL BE INSTALLED FLUSH W/CEILING 4 FINISHED NOT UNDER CONTRACT W/THE CONTRACTOR(IF.TELEPHONE,DATA LINES, MINIMUM APPLICATION. FOLLOW INDUSTRY STANDARDS FOR SURFACE PREPARATION TO MATCH THE ADJACENT GEING FINISH. LOCATIONS OF ACCESS PANELS Al,'"TO FIRE ALARM,ETC.). ANY CHANG ES OR DELAYS ARISING FROM CONFLICTS 4 APPLICATION ENVIRONMENT(TEU'If'eRANRE 4 HUMIDITY). BE REVIEWED WITH THE ARCHITECT PRIOR TO INSTALLATION. . O A BETWEEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF THE CONTRACTORA AT NO ADDITIONAL EXPENSE TO THE OWNER © COPE ARCHITECTS,INC.,2015 1 1 2 I 3 I 4 5 "" 0.1.17>r�,p.�.� of 6 I 7 I 8 9 I 10 I 11 I 12 13 I 14 1 I 2 I 3 [ 4 I 5 1 N PROJECT DATA: 0"N PROPOSED TOTAL GROUND FLOOR AREA- .....3,444.00 SQ.FT. .-31.4%OF SITE l'.6' g! 'W-3' T-6' Wc PA (ING t PAVED AREAS- .-I1ID .950 50.FT. -130%OF SITE fi' Y OPEN LANDSCAPED SPACE- .-4,01600 SO.FT. .-443%OF SITE - - WATER BODIES(POOL)- .-485 So_FT. .-53%OF SITE TOTALS .-9,20000 5GL FT. 100%OF SITE N M. PARKING; DATA: REQUITED PROVIDED o M R-I-A-SINGLE FAMILY RESIDENTIAL: TWO(2)PER HOUSEHOLD T1Lb(2) ONE GUEST(I)PER HOUSEHOLD ONE(I) PROPERTY LINE 92.00' __________ - TOTALS: THREE(3) THREE(3) _>' • - • - C[� �-I•,y� EXISTING FPB.L POWER POLE TO REMAIN -�- Z LEGAL DESCRIPTION:ION: (CONVERT FEED FROM OI(EUHEAD TO UNDERGROUND)s SWALE 'A• 1 5' EASEMENT _I__ _Q 5'UTILTTY EASEMENT _ (AS PROVIDED BY THE DOWER) % (9"DEEP X 10'WIDE X 92'LONG) I LIMIT I �f-��1 L L NEW AC CONDENSING UNITS ON CONCRETE HOUSEKEEPING PADS - (�0 10'REAR YARD BUILDING SETBACK + T.i - ireI/////Aiwir//'I i/ice s 7, rr% %/"' LITE} = 7/1,V47 .'inner I F/P ay =_`/r 1 ay/%S%%!2/„//�/•/%1';,j�O�7;; *%J or r i /o I REPLACE EXISTING WOODEN FEN E WITH NEW 6' y REPLACE EXISTING WOODEN FENCE WITH NEW 6'"SHADOWBOX'STYLE WOODED FENCE,TYPICAL I //v.. ,i.�, /r \j... '_/ /I 9 ► ' _'y"///.' -y r / Alf !� I�/I r / / "SHADOWBOX'STYLE WOODED :NCE,TYPICAL -.4.�i ./_ 1=C.�/- ��//if// /���/,f Su�;.�� � 1► Ili / e - I' � i/ / / 4g-1v'N''`���/lie AI t , �% I SITE DATA: (APPROX. 9,200.00 SQ.FT, OR +- 021 ACRES) I ✓' ZA1' , y G/ ..::- ,- a0/A// i - K HEAVY HATCH RERRESENTS ORIGINAL HOME '--�.1..., 1 �/ i2l_._=1-fhb/0 ,of !' ' ► K ZONED: R I-A (SINGLE FAMILY RESIDENTIAL DISTRICT) am/ �.y ���ii ��%' // Al- ''''!;;'% ate/%'�i?;� is ����1, 0 U PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE LIGHT HATCH REPRESENTS PROPOSED HOME ����;�•�, jj• j j� � rry � r������ /��� ! y/ ,!/% / 'j 5/ 1// it//�' �� DRAINAGE — ..,� � /"/Ga/G�i.�/j///� ,/j/% �lfref,1 � ,, CALCULATIONS: I Ji � ! '',///'//' "F" / �% %%/� �'� ����� LiJ TOTAL SITE AREA: 9,20000 SQ.FT. U I_ A . �j/../,,,j/j,-./�',,/A j? �I`__/__I�I/,��' U IMPERVIOUS AFA: 5124P)0 SQ.�. OR 55.1% /----_'_•_' -- =---•r _ ---- '' J PERVIOUS AREA: 4016.00 SQ.FT. OR 243% - STORAGE REQUIREMENT•I5T INCH OF RUNOFF lD //" // •/JJ `I N o W rn �I NI-`� ri A,A P PLANTERrr �Lilac`� ij-�'IIW I� QWmit -// % / / i= =l t1�*e- �_ YOLLP1e OF STORAGE ReaJIRED C X I X A I �0 ����O/� _. - WI-FRE C=(%IMPERVIOUS X 0.9).(%PERVIOUS X 03) K j F/ j /, II--I y, w 0 d Q - C=(0551 X 05).(0.443 X 03)-0.6342 cc I p I-(/ r S j/j „p. ,,r .�,�o -,? I C/ =J I-RAINFALL INTENSITY-I INCH/12=00833' la'a / r ; . a 6' /i, . O A=AREA=9,200 SO.FT. i�r 5/ r //// �.. I�� ,p� // �� -I I O THEREFOT ,REQUIRED VOLUME=0b342 X 00833 X 9100=4E6 CUBIC FEET O I , _.r r j%%li,j/4, DECK _I'/�� 'Air. z W a N THE PROPOSED 9'D.X I0'0'W.X 9Y L.SWALE'A'ALONG THE NORTH PROPERTY LINE SHALL RETAIN a. N h/ j/ � mA I �i�� , .,.e.N I Y 01 Q I H APPROX 345 CUBIC FEET OF WATER- ►�-_i j% '- -_ ' + O W THE PROPOSED 6'D.X T-6'W.X 50'L.SWALE'B'ALONG THE L EST TRerCRTY LINE SHALL RETAIN DESIGNATED AREA FOR REFUSE COU_EC ION(SCREENED BY FENCE) g j�j,,. .2.c.. ; I ��- ►. per,�I_ NEW 8'HIGH SIDE YARD PRIVACY FENCE z (O (n AfTROX 168 CUBIC FEET OF WATER- r / %/1 .x�. a.," LOWER i / J, " .r.yy�.r/ /�/�// .y / �► J , (STUCCO FINISH ON CMU) Q } oiiivz, �fr'r FOOL �O N __ Suaii4%% / �'��y//�/ I (0 s- NEW OUTDOOR FIREPLACE I - - GATE AT NEW FENCE -j fraiiI f,,. " r- y �i I //`��iA + THEREFORE,VOLL9'1E PROVIDED=.-513 CUBIC EET r.////' / i//.Gf:i� W rr.iii• r. - U G rn . , �yiiiin% i'LA �- c I y iiii% ��/7%/i m m I ,,,/ , �, /fir �� I III o y j %�4�/ y UPPER I'dOL 1 EGK i %��//� r1...—,,CASCADING WATER EA7URE I U " SYMBOLS LEGEND: I Q Tn I sj ///74f% s I I _ -+ aG�P EXISTING TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY W I //ii/// j j/i PLANTER - ��-I ^ H R • - `�40 ' 25'FRONTYA•F BUILDIN..SETBACK LINE -- r^-,4 P. ` mad PROPOSED NEW TOPOGRAPHY(FINISH GRADE) O NEW 8'HIGH FRONT YARD PR A• FENCE v!D m 2 § (- F . x I `. I I (STUCCO FINISH ON CMU) - I-W G EXISTING BRICK PAVER DRIVE TO REMAIN 4 W Q,2D. NEW BRICK PAVER WALK TO M'TMH EXISTING DRIVE F-N 0 ? 1 DRIVE WALK s — 2'TIP. =WLL g = m-er q ie U Z i w • c,�0 ` E GA-PEN QamG 4, E • UJ 7_1)- u u EXISTING WATER METER TO R M•IN � J - W .+.0+ _� ^ _—_____—_—_ _ _—___—___ ___—_—____ —_ 0 c_/� I -•OPR7Y LINE 92.00' I 1 I Y �r -iR - aI SLOPE � SLcP . O� I� —_—_—_—_—_—.—_—_—_ _—_—_ ^—` (+-17.1'O�ING&18.8'R.O.LN.) ___—___— —_— —_—_��—_— - t NORTH I �, 0 1'-6' .-6•4 .-24'-6• 24'-t' 2Ma• T-6' 42: WALES CTION '> ' GENERAL GRADING NOTES: N NOT TO SC E PROPOSED PROJECT CHART: /�� _ c 1.)UNDER NO CIRCUMSTANCES SHALL THIS PROPERTY BE GRADED SO THAT STORM WATER Q:'.:*e2 \. n RUNS OFF ONTO ANY ADJACENT PROPERTIES. R-1-A MIN. MIN.LOT MIN. MIN. MIN. MIN. MAX. MIN. MIN. MIN. MIN. MAX. \\ - :','_2 LOT WIDTH LOT FLOOR LOT OPEN LOT FRONT SIDE SIDE REAR BUILDING I I \ I - 2.)SEE SUFFICIENT PROPOSED FINAL GRADES AND ASSOCIATED DETAIL INSURING STORM SIZE (R.) DEPTH AREA FRONTAGE SPACE COVERAGE SETBACK INTERIOR STREET SETBACK HEIGHT W 01 U Q- WATER DOES NOT FLOW ONTO ADJACENT PROPERTIES. (14.ft.) (R) (99.ft.) (ft.) (%) (%) (R.) SETBACK SETBACK (ft.) (ft.) LDR/BP LDR/BP (ft.) (R) Drawn V 3.)PLEASE SEE SURVEY TIE EXISTING GRADES @ALL PROPERTY DNB&ON ALL ��P \\ T/ RW COPE III ADJACENT PROPERTIES.MINUMUM TWO(2)GRADES PER PROPERTY LINE Project No. REQUIRED 7,500 60/80 100 1,000 60/8D 25 NA 25 LDR/BP NA 10 35 9.)PLEASE SEE FLOOR PLANS FOR FINISH FLOOR ELEVATIONS OF AU.STRUCTURES WHICH ARE ALL 2015.99HANKIN B 111 - MINIMUM IB•ABOVE THE CROWN OF THE ADJACENT STREETS OR ROADWAYS. CAD File No. PROVIDED 9,200 92 100 3,444 92 44.3 NA 25 7.5 NA 10 +-24.67 S.)PLEASE SEE SITE PLAN AND DETAILS FOR MINIMUM 3'DEEP SODDED SWALE BETWEEN SITE'S EXISTING 9,200 92 - SITEFIAN 100 1,600 92 64 Q PROPERTY UNE AND ALL ADJACENT STREETS OR ROADWAYS. Dote 5 m .2 NA 25 14.92 NA 9.64 +-24.67 N NOVEMBER 23,2015 n SLOPE SLOPE 'N Drawing No. R L0 O A A3: WALE S CTION ' 3' Al ARCHITECTURAL SITE PLAN © COPE ARCHITECTS, INC.,2015 A2 • 0 A NOT TO SCALE lScAF.(/g•.per• 00,,,r.«. amu cower». .�K of - 1 I 2 I 3 I 4 I 5 I 6 I 7 I g I 9 I 10 I 11 I 12 I 13 I 14 I 1 ( 2 1 3 , • 14 ( N N - 11 6 r t 1 - M —-- oM XISTNG LOSET EXISTING BEDROOM I EXISTNG z Hat L r —O -1 T _ L r jr / - V— \ 1 }::71 1 _ _ = == =_= __ I I 1,K S1<A1Gt. EXISTING I - _ I I _ K -LIMNS—A— '4 _ Xf:TNa = I I 1 1 ra - q 1 R-= _ i: uI u I � i ___-____ I z in I I u, I- n nor (= = TZl = j \ I o o a. I r--- (WQ I 1 I w a� 0 - I I P= 0 H III DIMING 1I I n DEMO EXI TIN ENTRY FOYER Yam H ——— IM '� ` / IN ITt f IRETY Z o a z I TQ -"� j - r I -- • (FA(iRY FOYER REPRE$ENI$AWROY.1t1 G5F O1* %OF OVERALL EYSSpNG GROUND FipOR AAEA OF i-1,588 GSF) 2 rIa / W t{ 111) G LJ 11- E I ; g_d, (_:, o _ 5+0. ' • . I EXISTING I ROOM Z "; r F L_ --÷L—__ jL_� f—1 Nv"' L... -- E.-----1) 1 1 I Lu Q o F — ��gz . EXISTING 1ST FLOOR AREA: =W a e _ LMNG UREA(UNDER AIR): +-St6 SO.FT. T (T Z=- G.IRAGE(NOTUNDERAIR): +-1585Q.FT. Q I I ce`(j e C'IIVFAED ARFA LENIRYfWER): r-1{t SQ.fT. EXISTING E ST� EYLmNG1RFlR.TpiALAREA: +-1.saswFt. TER .. I I c.,k E !EXISTING W�>8 T EXISTING I EXISTr1k6 a J< - 2- GAR F ———— MASTER-—— MASTER vo o _ GARAGE BEDROOM IBALL1 ,� f i I I I 1 D STO. TEAR --J - MAST CLOSET I I EXISTING/DEMO FLOOR PLAN(S) -� .1n G<- _._ — ____ __-_- "THE HANKIN RESIDENCE" LWEXRIGEDSRTIRGE2IIIlN)1D FLOO++:,RnAtREFEfA. : Drawn RW COPE B EYLSfING 1N0 RR.TpTAL AREA: +-5515(,.FT. Project No. NASSAU STREET HISTORIC DISTRICT 1D1 Fila N ON � No.R. EXISTING FLOOR PLN — DELRAY BEACH, FLORIDA 33483 ONOVEMBER23,MIS EXISTING 1ST FLOOR PLAN EXISTING 2ND FLOOR PLAN • a9 No WALL V4'-r-a' COPE ARCHITECTS, INC. KALE.vC-r-dr A 1/4 1/2 NE 1ST AVENUE DELRAY EEACH�FLIDRIDA 33444-3713 .Rage_la �R.wrt ewo.. Q COPE ARCHIIEC,S,INC.,2015 A3 . 0 A 1 ( 2 I 3 I 4 1 5 ) 6 ( 7 I ..1.J-- I 10 1 11 ) 12 ) 15 ( 14 I of — n._I, 1®'-4' V-0' - 14 I •�'-,HIM' 3'-r EW MECHANICAL CWRT'ARD AREA FOR .NDENSLIG UNRS,ITTI EQUIPMEM,V.1 RIGATION SKTEM,NATURAL GAS METER,: • 1 • IMI! I'IIIIIIIIILIIIIiIIIII 111III'1111111111 III!!!?I21llUIUIIiI! 1 1i NPIIIII!1!1111° II'IHI 1 11P'1111111IIIIL-` -III —111 �1V iji I lI >1 II —11'_sand i i NEw NEW — ___ I ' - �� oM W.I.PANTRY STO. R .,• ; ►- = V. _ �' 1 -- , GREAT — Ep 1.7�IIE-DESIGNED . iR >~ TER IPII - L Ilk II-ROOM, 1f I . :"1 I -ri wv___,__ ___ 'hiit 1.1 1 ._ .—_ _ Ili ( ,I I II � � Ai! ---A-- I-x �� L I I —I i-- i■■■i �. I'll -,,,2 i _ \ IIM I I II ♦ / IIII ---- -CF = K 7I I 4LI_ I 1111 III♦• . j — )I' ,i,'I. 1 ) Ii I fs` . it "• --- n NEW _ L 1 \t ROCtl LLI rt II il z • -- —�I -1-N �N_ -- — 1'r;�- \II_>•il•-.1 I �I�� '� IL - Ll.l i ■ e ��;_I:-- NROW DORMERS AT a. t M ROC lill�l\`�� i I�L bOT15IDB DF RIDGE ,i W (� \ O I I \ �� +I O GREAT I ri 1R I D LANDWG/SIEPS 'V)ATED I ;/ I J =t: 41; z/ III Ib.II,.II II INJI II-14II I --- C — ,tit P ! i0a. I ill) _ .' 11;1 IV-44. I \ 44// . 5, tew 1 III I 1 .. II ,,I /`!/ /'�\ I _l •u1�Vic( in __ _ / \ \ W ♦� z I lR llftlll— ---PI1llf 11I1 1111111= 8111 •'�IIn D P.,2, r?C:. G L Fi IN111f I / I, \ z'^. F iY WQ �/ YE- I. I—I-x 111 iliii _ _ i I =w�3 _L Uzi NEW NATURAL GA.EMERGE NT GENERATOR111 cea ON STEEn.ER.pi.STANDO CON RETE - ---I - -' fY NU EN)USEREEPING P D.SEE ULTURAL•S Q.-I a l pmK E EXIRgTINCs I I WALL LEGEND: a''a 2— CAR I I I m;i,IIPInNllls:( NEW EEU WALL Nolen! O 0 - GARAGE NEW NEW INTERIOR NON.0008 BEARING PARTITION \\ IUPFER �'n� ,7 DECK ��\\ D !MEM/ SYMBOLS LEGEND: In WINDOW TYPE,SEESCHEWLE — AI AI • • R�7 �. ® WINDOW PRESSURES(PSS.; 4 PROPOSED 1ST) FLOOR PLAN i as RES (P. ) `N -a°g i I — A ►. - ► RESIDENCE" PROPOSED ARCNIL. FLOOR PLAN E<— yG(LE.1µ••T_Or RW COPc El NASSAU STREET HISTORIC DISTRICT F'ADFil NR. 2015.95HANKIN fj EXISTING 1ST FLOOR AREA: ADDED NEW(1ST) FLOOR AREA: CAD Fie No LMNG AREA(UNDER AIR;: t•:465Q.Ff. uv)NG AREA(UNDER AIa): a-1,C+S SQ.FT. ate FLOOR PLAN 11' D E L RAY BEACH, FLORIDA 3 3 4 8 3 F ' GARAGE(NOT UNDER 13R): 196 SQ.FT. ADDED AREA(MASTER ERRACE): NR SQ.FT. 0 Date i COVERED AREA(FMM FOYER): +-1M SQ.FT. ADDED FIR.TOTAL AREA: .-1,59A SQ.FT. NOVEMaER 23,2015 '�j_ ' .'1 EXISTING AST FI.R.TOTAL AREA: +-1.:d9 SQ.PT. Drawing NO. • • COPE ARCHITECTS, INC. r._ ' GRAND TOTAL 1ST FLOOR AREA: 1141/2 FLORIDAAVENUE GALROE(NOT UNDER AIR): .-1,TE1 SQ.Fl. ��. O A DELRAY51/2BEACH, 1 STI 3 3444-3 7 1 3 GARAGEWIEDER AIR): s-491 SQ.FT, ARE^^ CO`JERED AREA(MASTER TERRACE): ♦-149 SQ.PT. e ae- MrNe eaRnas GRAND TOTAL Ica RA.AREA: .-3.,31<,-).FT. 1 © c(*E�-��.INC.,2015 — — ......A ,� of 1 2 5 I 10 I 11 I 12 I 13 I 14 14 I N ILr , >,I will tllll t ldn 1 WIIW■6iuse9! yn]] miIi Ui'II"i!III tllm�piFh�Re! ��� �—/A����� _ LE 1:r7W rWrr .v__--,:i- id? -,..,.:31 J-... Illg .,• , . • ,a or iL). CID ,r11 — — 1— . /4=�I/.ems%yv. _.eri. �..a //'fr. 1= _ rill r,' �_Or A � V&A iwall %1 ROOF EXTENSION JO !. I _ . =, ,L__ "...:,..„ 4 ,) III I q 1----) N /;).,, ,-L- 41___J III I II II pi- Nyww, 'll I __, MI' ten. K 111-111 �) l a: fl l NMN y p �1 I I II ..,, , —1&16, Si aimei"w numTimiaio I I —I■_ W tninu en: \\ !- I/ r_ -/ J_, IP I ,. \_— III'..„.. lu_ Z J p d III / DL SHED STYLE DORMER 11" '. ' ' ?6 6 ROOF EXTENSIONNIFEIMI. ' _=1: Z a H _ / /, EYEBROW STYLE DORMER c Y F muuuniiinf• , , -A,,I.,T II _ o O - .• 0., III el ' I // I �a jiilli�� �J - %� CRICKET it fllFFIl \ 'tiNmtm!TII Ilmollnllulgl. D Illriza 11/".1111 � 111 IIMII ■�� N = ' a —� � MA �il_ CRICKET BEHIND CHIMNEY Uj wM o ��m z" v F 40. w>Q z o ,, W Q� u SHED ROOF OF BALCONY =Wog - le U z i ' QNOQF E am a E ' W"> n 0-"tt < 0 O J NORTH U o _ 4110 I ,,,... EYEBROW STYLE DORMER z G PROPOSED ROOF PLAN - 79 8E, "THE HAN K I N RESIDENCE " PROPOSED ARCN'L. ROOF PLAN P o e�PE B NASSAU STREET HISTORIC DISTRICT ADFilgHANKIN CAD File No. NEW ROOF PLAN DELRAY BEACH, FLORIDA 33483 Dale NOVEMBER 23,2015 Drawing No. COPE ARCHITECTS, INC. 114 1/2 . 1STAVENUE A 5 ■ O A A DELRAY BEACH,FLORIDA 33444-3713 - «.Ha wows © COPE ARCHITECTS, INC.,2015 �eLL:•.�•0 3�•� eh„���....d.� �,Ko,m.��.mm ,b`"'P.ic Rove.. .Man Or aR wo.�4 K. 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I o APP47x TOP CF Ek15Ten RESTDQTLET.IA3R 0___._ I I I I _ 3 F ELEV..w0,3/r(.-39TBIwI --------m���11�r���lt��l:��� 1.111MIIIIIMMIll..... nF�mxroPCF�x5r D �ARvfsas iM W F N\,... 1% N N \ 'N St >4 .: - \ \ \ . \ \.\\ I—F'' I I I I I I I I I Uz=w E I I I I I I I I Qa� E W'} b I I I I I I I o J < I PROPOSED NEW INORTW ELEVATIONI I I I " ° I SCALE.V4.•1'-0' I I I I I I I I I NEW NORTH E EVA TION I I I I 4 �` I I • I "THE HANKRESIDENCE "IN I , I i i i NASSAU STREET HISTORIC DISTRICT I I I I I I DELRAY BEACH, FLORIDA 33483 i I o N Q- COPE ARCHITECTS, INC. Drown 114 1/2 NE 1ST AVENUE RW COPE DELRAY BEACH,FLORIDA 33444-3713 Project No. B Ana Re-PLANNING-INTERIORS 2015.99HAN!IN B 4--1 1-1 rt. CAD File No. NEW SOUTH ELEVATN. CELL SS1 7e9-3791 EMAIL m7...a.Ima n cncEEN9..com Date NOVEMBER 23,2015 Drawing No. A © COPE ARCHITECTS, INC.,2015 A9 . 0A mg pc.10 I 11 I 12 I 13 I 14 .� — of — _l 1 I 2 I 3 I 4 I 5 6 I 1 I 2 1 3 1 _ 14 I N N 0 I I I I I I I — I I I I I I u I I I I i I I gm I 1 i 1 1 I 1 I I 1 1 I L I 1 I I I 1 1 1 i i I 1 I 1 I I I 1 I N K ( I I 1 I I K I I I I I I G I NEVI'EYEBROW'DORMER-BEYOND I Z z HATCH EJG611•0 • HALF ROUND(IMPACT RESISTANT)WINDOW TO MATCH EAST SIDE CONDITIONS • LLI Q LO J 1 1 • 41.t CONVERT E%STING CLAPBOARD SIDING O GABLE ONLY INTO FALSE VENT PATTERN I 0 na I A • 00 0 0 0 01 0 0 0 00• I � zo j -L J Q REPLACE EXISTING NON-IMPACT WINDOW WITH NEW IMPACT RESISTANT WINDOW ADINEW SHUTTERS W,.�/ V)W W ' CLERESTORY WINDOWS ON WEST FACE OF ENTRY TOWER lill V -_ _- __--___--- I Ce D= J r 111 ( — µ-9' pow Q J wDECORATIVE WOODEN FINIAL AT CAP OF PARAPET,TYPICAL W-._.� e_ ELE .-B'-3' I"IQmna6ro, I — • 00 0 0 0 0 0 0 00 r� "� iRANsot� , I zrnWI• n3 .-- .__ ._. _- -._ — _._.___._ 0'-3' ' of ���� _.i.__ :ELEvEL-.1. 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Dote NOVEMBER 23,2015 Drawing No. A © COPE ARCHITECTS, INC.,2015 A 1' 1 A ms 1 2 3 4 5 6 .�..w >�.�.1,.� WC — of 10 I 11 I 12 I 13 I 14 1 I 2 I 3 I 4 I 5 I 6 1 7 8 I 9 ( 10 I 11 , 12 l 13 14 I DOOR DOOR FRAME REMARKS NINDOW DOOR DOOR/SASH DOOR/WINDOW FRAME REMARKS NO DETAILS GENERAL NOTE: W. H. GL.THK. DETAILS GENERAL NOTE: ROOM W. H. THK. TYPE RATING MATT. FIN. THR.MAT.FIN.HDW.LBL AIL DETAILS SHOWN ON THIS SHEET NO NO- SIZE ROOM ALL DETAILS SHOWN ON THIS SHEET N`) _ _ H.I. J.S. UNLESS OTHERWISE SPECIFIED R.D. R.o. MIN• TYP. MAT. FIN. H.I I s.MUL.MAT.FIN.HDW.LBL, uNLEss OTHERWISE SPECIFIED LOX GARAGE 3'-0' 8'-0' 1 3/4' a 20 MINUTE FIRE RATED WO ® ———— O O® — — STYLE SELECTED BY OWNER q 3'-6"X 7'-0' ENTRY •+-42' +-9'-1' NA O O I O ———— O O O—— IMPACT RESISTANT CUSTOM DESIGNED WOOD(STAIN GRADE MAHOGANY)DOOR W/ N 101 POWDER ROOM 2'-D' B'-0- 3 3/4" 7O CD ® —— O O® STYLE AS SELECTED BY OWNER "ASSEMBLY:SOLID MAHOGONAY WOOD DOOR W/COPPER THRESHOLD COPPER THRESHOLD,CUSTOM OIL RUBBED BRONZE HINGES&HARDWARE,ETC.-AS SELECTED BY OWNER BEDRM.al 3'-0' 8'-0' 1 3/J' (WEATHER GASKETS,TYPICAL) 102 GUEST ..1O WO C ) —— O(D® —— STYLE AS SELECTED BY OWNER B TRIPLE PR.2'-6'X T.{ DINING ROOM +-15-6" +-9'-1' 7/16'TEMP. © O O — ——— O O O—— IMPACT RESISTANT ALUMINUM FRENCH DOOR(10 LITE)W/OPERABLE TRANSOMS ABOVE —103 GUEST Al BATH 2'-<' 8'-D' 1 3/4' O ® ® ———— O O® —— STYLE AS SELECTED BY OWNER C 2'-6'X 7'-0" SIDE ENTRY +-2'-8' +-9'-I" 7/16'TEMP. © O O ———— O O O—— IMPACT RESISTANT ALUMINUM FRENCH 0000.(10 LITE)W/OPERABLE TRANSOMS ABOVE — 10A GUEST CLOSET PR.3'-0' 8'-0' 1 3/4" B BARN DOOR STYLE/HARDWARE WD ® ——— O O® STYLE AS SELL.-tee.:BY OWNER D 2'-6'%J'-0' STORAGE +.2'-8' +-7'-1' 7/16'TEMP. O O O ———— O 0 0—— IMPACT RESISTANT ALUMINUM FRENCH 0000.(10 LITE) E 2'-6'%7'-0' CABANA BATH +-2'-8" +-7-1' 7/16'TEMP. © O O ———— O O O—— IMPACT RESISTANT ALUMINUM FRENCH DOOR(10 LITE)W/OBSCURE GLASS M oM A SINGLE HUNG GUEST BEDROOM +-2'-10' +-6'-3' 7/16'TEMP. O O O ———_ ql =W©— — IMPACT RESISTANT(DOUBLE)SINGLE HUNG WINDOW: MODULAR WINDOW,W/GREEN TINTED G1A55 E B SINGLE HUNG LIVING ROOM +-2'-6' +-6'-3' 7/16'TEMP. O O O ———— qL CD W©—— IMPACT RESISTANT SINGLE HUNG WINDOW:MODULAR WINDOW,WI GREEN TINTED GLASS — C WINDOW WALL W/TR. MASTER BEDROOM +-7-9' +-10'-9' 7/16'TEMP. O O E) -- -- 1;=) Al W©-- IMPACT RESISTANT FIXED PORTHOLE(NAUTICAL)WINDOW:MODULAR WINDOW,W/GREEN TINTED GLASS Z— D WINDOW WALL MASTER BEDROOM +-7'-9' +-6'-3' 7/I6'TEMP. D O O ———— ® AL W© — IMPACT RESISTANT(DOUBLE)SINGLE HUNG WINDOW:W/OPERABLE TRANSOM&GREEN TINTED GLASS E WINDOW WALL W/TR. KITCHEN +_7'-9" +-10'-3' 7/16'TEMP. O O ---- ®E)W© - IMPACT RESISTANT SINGLE HUNG WINDOW:W/OPERABLE TRANSOM&GREEN TINTED GLASS L F FIXED NAUTICAL CABANA BATH/STO. +-26' +-25' 7/16'TEMP. O (E) ®©O ———— AL —— IMPACT RESISTANT FIXED NAUTICAL ROUND WINDOW:W/GREEN TINTED GLASS L UI K GENERAL NOTES : —o K U 1.WINDOW MANI,FACTIRER:'KOLBE&KOLBE',ULTRA SERIES,ALUMINUM CLAD WINDOWS&DOORS,IMPACT RESISTANT-AS APPP OVER BY OWNER INSTALLATION`7F'KOLBE&KOLBE'PRODUCTS,INCLUDING SIZING OF ROUGH OPENING,METHOD OF ATTACHMENT,FASTENER SE.ECTION, — AND CODE COMPLIANCE IS THE SOLE RESPONSIBILITY OF THE OWNER AND GENERAL CONTRACTOR 2.GENERAL CONTRACTOR TO CONFIRM ALL ROUGH OPENING SIZES WITH MANUFACTURER PRIOR TO COMMENCEMENT OF WORK W U M Z GO/VARIES/ 5 3'-4' 5'-0' 5,0' 5`-0' r,F'' Yi' Yfr' LLI M J IM _ /2.0'/ ( ) a'p W _ (1I y \ R® . ®® \ \ OPERABLE TRANSOM,TYP. W <I LY 0\ ♦-PAINT GRADE POPLAR CASING;JM109 4"%3 1/2' b,' i. L =c AS SUPPLIED BY RAM.MILLWORK,BOYNTON BEACH-t-800-336-1994 A. ii. '( \ }4_i. Q Ll_ Q E. PAINT H GRADEWOOD DOOR AND FRAME El 0 OBSURE GLASS THIS DOOR ONLY 1i. I Z Q U LU H B / DOOR AS SU ED BY PALM CITY MILLWORK,INC.,PALM CRY-1-TR-2::-70B6 $ \ I 2 ir '. \ (ROGER MATH-w N) _ _ _ \ z Q cm oP--HARDWARE AS ELECTED BY OWNER @ Q ® • $ 11 II II J R $ 4 WHITE monition O m 7 --- .1=1111 — FRAME 1'./GREEN 2-0IECE PAINT.RADE POPLAR BASE;5451X30 W/CHAMFER TOP EDGE&-M61 CPY -- /i' ^ - �T TINTED 6LA55,TYP. 1,... ,y AS SUPPLIED B ELECT MD BY OWN BOYNTON BEACH-1-80O-336-1999 1 ul �i TJP FINISH FLOOR v r \ \` �. \ \ t c O } O O O ~ 3 FALSE LOUVER DOOR PR FALSE LOUVER D•"" ENTRY DOOR TRIPLE SET FRENCH DOORS SIDE ENTRY DOOR GARAGE DOOR GARAGE DOOR FIXED NAUTICAL 1 U 'I } z E a a / 2�.p. y /2'�'/ d\ woo �, , , ' ' F zMU 8 E 1 ��- !-IN LU wo E - ® ® II \ , ' I'-t In 0 2 Tw 4 $ $ all. at $ $ \ am ' E \ _ — W�> a s 9 s s a, CL CL~ -J y W P OF FIA``I5H FLOOR \ N.4\ \ • \ \ \ ?-�\ \ \ \ \ U 0 " 0 K> D G 1 INTERIOR DOOR SCHEDULE SINGLE HUNG SINGLE DING WNDOW WALL W/TRAPAZOID WIND WALL WINDOW WALL WI TRAPAZOIID D ROOM BASE FLOOR WALLS CEIL. REMARKS 8 FINISH NOTES: 0 c 1 : A• o = I.2 Cods( nge Peel texture)drywaufinish w/Hat PaInL color by Owner 0 3 2.level Me(5 mats)drywall finish w/Bat palnI,Color by owner •. - 8 .o _ v u u 0 L 3.level Ave(S Coa6)drywall finch w/egg shell(bw luster)paint,color by Owner B LIVING ROOM Y 26 :.2 exposed structure above C DINING ROOM 2 82 exposed structure above GUEST BEDROOM 3 �2 +-10'-0" n o GUEST CLOSET y3� D2 +-I0'-I" N uC MAIN BATHROOM Drown MASTER BEDROOM 2 2 exposed struc4rre above B MASTER CLOSET 2 2 exposed structure above Project No. LINEN CLOSET 2 2 +-10-I" 2015.015MITH B CAD File No. KITO1EN 21 2 +-10'-0' WINDOW SCHEDULE POWDER ROOM 2 2 +-10'-0" Dote PANTRYIII NOVEMBER 13,2015 Drawing No. • CABANA BATH 2 2 ,10.-0" GARAGE STORAGE 2 2 +-10'-0' A C1 ROOM FINISH SCHEDULE H8 EXTERIOR DOOR AND WINDOW SCHEDULE © COPE ARCHITECTS. INC.,2015 A11.0 A "1 2 l 3 4 7 8 _I 9 ) 10 �.r>-Me,aeA«.0 _ of 11 I 12 I 13 I 14 I I. I 1 1 2 I 3 1 4 i 5 I 6 I 7 I 8 I 9 I 10 11 • 12 1 13 I 14 1 • N A PRIVATE RESIDENTIAL PROJECT: HPB DESIGN SUBMITAL N - THE MARCO RESIDENCE: NORTH PARCEL LLi - M 53 SE 7TH AVENUE > �, DELRAY BEACH, FLORIDA 14 GENERAL NOTES CODES 1 VICINITY MAP INDEX L ARCHITECTURAL: I r uw_ a; ....�,'� ARCHITECTURAL DOCUMENTS: 144411 it i_- ® 'er^ei/' L 7�,rem FLORIDA BUILDING CODE,20B EDITION AI11'■ -�R onIoIO R,.!RIIG!i._�17 A00 COVER SET t�=PA 1-101 LIFE SAFETY CODE I,;�.••• = o53t_!!01 !1 ;■�GL7 AID ARCNITECURAL ePECFIG4TIM8- L THE CONTRACTOR SHALL PERFORM ANY AND ALL C11111.s AND :3•' ___ i,'e - PATCHING NECESSARY TO COMPLETE THE LLA K. c W Q FLORIDA HRE PREVENTION CODE,2013 EDITION %�'^ �1�_1�CI dr..�!o�e� ely2rEY AS PROVIDED 8Y CIDER 1,,'.-1.1_C3 'fin.: �COE�Ir i���q� 2. THE CONTRACTOR SHALL NOT DISRUPT EXISTWG SERVICES, NATIONAL ELECTRICAL CODE,2013 EDITION ;�" a• •:. R. A2ID ARDYTECTIIRAI.SITE FLAN OPERATIONS OR UTILITIES WITHOUT EACH CASE. GONER'S PRIOR '2111i1 - ;i.}I�:�/ ..3Yn��dT 7'! A2J COMPOSITE UTILITY OVERLAY PLAN "11 ado^o plli APPROVAL AND NSTRUC•TIONS N CASE. FLORIDA MECHANICAL CODE,2015 Eornai f=i, e iYllIN K - CI) . - .. rLuecluA+r'ul'Ir3wce wut.AmB toll ION I•"�w1- �; - A • - 3. ALL CONSTRUCTION AND W 01Q1ANSHIP SHALL CC•FGRM.TO THE • FLORIDA A!• A4IBILIIY COD1EIADA-90,20B EDITION • l.: P goi e - A30 AI�HITECTIR4L ET FLOOR PLAN- re fEC111 T�T5 CF LOCAL CODES. - _ _ I gill'1IIU II 1I 31IC IP i!7 -1, AO AR:MECTlRAIL 2ND FLOOR PLAN CO 0 I �. 4. THE OR SHALL VISIT THE JOB SITE AND S. RESPONSIBLE FOR ALL OTHER RULES,REGULATIONS AND CODES HAVING JURISDICTION . • I0:CM:111111::1l:Q ;,„-'".�1� 1. JUL tiE' ; A50. -AR:141TEGYURAI.ELEVATIONS - - THE ICATION OF ALL ELEVATIONS,CONDITIONS,AND DIMENSIONS INCLUDING BUT.NOT-NECESSARILY LIMITED TO: • o L A60 .AFCNIITECIURAL ELEVATIONS 110 11. PRIOR�GM-t ff-NGRY CONSTRIGTIQ-1 CITY OF DELRAY P•F.4,•L PALM BEACH COUNT./-THE.STATE CF FLORIDA r f'.,7 w ;4 ����n� _ 1 $ ., AT0- uvmau l DOOR eCHEDULE 17 J 5. ANT' IGTS OR OH1591OJ8 BETII.EET! L NOTE VARIOUS LLEMEMS CF CITY CF DELRAY BEACH CM ZONING REGUI:ATIONS, - = {�f ' .c DO g�E.R,�• J THE DRAWING AND/OR GENERAL NOTES SHALL BE BROUGHT• CITY OF DELRAY BEACi7-ADOPTED ORDNANC88 7 i ttll�el• �`w n -�L .cd ■. TO THE ATfENTICN CF THE ARCHITECT IM MEDIATELY AND BEFORE - '�I�brar y • EN 2 N3 WITH ANY WORK SO INVOLVED- DO NOT SCALE - I I 4'I'-`lei • U'G sa LANDSCAPE DOCUMENTS: - DRRALL7 IDS• • 1 �.I rl�h:.J�. 9 E .:. - 6. THE GI ERAt.CONTRACTOR SHALL COORDINATE AND VERIFY WITH ALL - - "' �ktiJr"` `5`� -, �o _r ■o■=� ja L-i - EASING s TREE timer new LA1d�SCAP£FLAti M PLAN l DETAL4 - W �,/ SUBGOgITRACTORs THE_512E•AND LOCATION of ALL PIPN3,DUCTWORK, - BLD G -._ -�I �-� _=-r_ _ ri+nrz a 5,SLEEVES,SPECIAL BOLTING FOR ECYIMERT CGNDtUITB, _ - ■,-'`I•'I r r rl t r;-' t 'W L?I.idXll}11�I�I�o ILI Etc. - ' I. _ - _, i�.� __-\�'@7••"c 'T'a ,A "'`y z .,• -w NL a In/rim.y� Z T. THE RAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR • 'rrr,,,ANGr fl Rajr.ea' a•G�6II.d-E¢N4IC'C ESU iEt.,i L: ,+r."r;,f Jr� s „s- T'k i - - '•-Fa'hSi,RV - ;M H ALL AND I"SYNODS OF CON9TFSJCMGN -- .�-�.r•,.,,^-'R •rs :: u - FFC COW • -EN-DG-PC.c• WFIJ tr 3- ;` ` '';_��,'=r---'~=I: '-''+ H-. 6. THE OR SHALL■E IESPCNSIBLE FOR LEAVING ALL FINISH 1: 1 9 , ® • W SU�' CLEAN Al CQIrLETICN OF.THE WORK AND SHALL BEHOVE • ..--'--- TbtIC1.^_ 13z„9.1.'_:._._ InENrI,f_ ,., -* _q �.• - • - �■ ALL MATERIAL AND DEBRIS FROM THE JOB REGULARLY- _ EQ�1`WN°.L �]@.t]ILEPER'HOQ i GUSTY -�--"- • I r Q Q 1 i0-HEM t ErYA f at I - JI- J t., -�'" r ry s JOD 8 MEASUREMENTS ARE THE FULL RESPONSIBILITY CF THE `T �r I(� Ij - .r k 0 �Q r - -- ti mei 1 OR AND/OR SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ( I yY-, ,• ,.I 1 , II: -,- 4, _I.:E . �• ��.Ficui7„O PALI 'rr `n �' ITEMS=Y ALL SUBCONTRACTORS PRIOR TO FABRICATION - - I I '-I 1�I, r----- ��-g•- y� iE...,, •. :r..ao GEEQ:O1.of=r_• """''' „ -aim-"l'`-> CO .JG 10. 1iE _ -- CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLRYa-- - ( } ij ! �` y ' 111 I-; r�-�k 'l -:-.�i -6. I -I =eE l� I-+! '�_}1 .1 I -k .;syi I - 3 SOLID T.BLOCKUN'BEHIND.ALL SHELVING,CABNETS,.ETC`OR - ;! ''.� •-•-• , L_I_i_ L_t- --LTJ. I--j��_ I T - I_ �, ,.' "h , I W Ecru I= RECLIIRTIG BAC II.G.. 'Y� S • i , _ `"' i�1 I;:�' t h,h� W • IL FINAL '- GTION9 ARE REQUIRED FOR ALL PERMITS. - 1 z 4-•-�„t..f�.-r .'__"'_.'-"_ I -- _" 'C-- j`'r -_AI, lia-iu'�"" --`i 'a '"-`c'-,r = r .. :f 7:`'. - : `-,--n_.. ,.. - r . 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STRUCTURAL ENGINEER. - .. - MG MIR WM UMW CM COMM ROOM REFERENCE: 11021 4-ROOM NUMBER p"ne ~'n`"rr• T. em,eT rx McGARTI !ASSOCIATES,INC C era n a Cr ewowrMA PAM i-n TOP AOo awn bDl NORTH COt1� 5$Al ,5UITE t126-A Z ri'l CQ Coconaw MDR=AM a"ws DELR4Y HEACN f1 ORIDA 33445LL-> CI) -� TM MC T0G •Twoawer .-ai u'nico DOOR RLTCRENCE. ODOOR NUMBER Y a,W® To T"Q•'on rPNO[5bll 265-6864 _ y0 0 O l- - de Mbt TGPI- TOPRP ma1.:>N _ OTT. 0Trrn nr. Trncx FAX [56U2b5-6866 yC<- L.L • © • sZ. "aro .tat .aalfcAL .mm LANDSCAPE:ARCHITECT. RW COPE Drawn T • WINDOW REFER ENGE: 4O f-WINDOW NLTEBER 1.17. Iw.auw KM - Im. rmrrtKAP. Mae ALORAN Project No. 6CI c C.' _ - ,�, CULLYya•Ir v AL acuv.Ae waSeat&LANDSCAF 4 CORP. 2015.39MARCO 3 CAD File No. LU '- Ce`ar - .aCIRRp1r uc' MU mx r $45 1ST$T�� COVER SHEET Q0 c NOTE REFERENCE: O 4-REFERENCE NUMBER e1tl1' m wa BOCA BATON FLORIDA 33481-2435Date IA. 1,411CMAIRR a (U • CM AUGUST 1D,2015 = a /� _ PHO[5bU994-3155Drawing No. 0 REVISION REFERENCE: /2\i-REVISION NUMBER LTRIK + I RTIIMA MD FAX [f�bU 991-866T AT a e{{w. P t AT rew -•• E cannalx • A MC M MOOR IICRD MC IT,MELLAMCM 10 . 0 A RIM HAMM.er.wa IQOPE CCTSINC,2015 � � �ei - ofMD. MARI. �� �� 1 I 2 I 3 I 4 5 I 6 I 7 I . •8- I 9 - I 10 I 11 I 12 I 13 I 14 I. t 1 I 2 1 3 1 4 I 5 I 6 1 7 1 8 I 9 I 10 I 11 1 12 I 13 14 1 GENERAL NOTES a N Q N ARCHITECTURAL: BUILDING CODE COMPLIANCE: WALL COVERING: ■ c L THESE DOCUMENTS INDICATE THE DESIGN INTENT OF THE CONSTRUCTION 22. UNLESS OTHERWISE NOTED,WHEN DRAWINGS ARE IN CONFLICT,ENLARGED L THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE W/APPLICABLE L INTERIOR FINISH MATERIALS SHALL COMPLY WITH LOCAL CODES. W-IEN W O PROJECT IN ORDER TO ESTABLISH STANDARDS FOR QUALITY AND/OR PLANS 4 DETAILS SHALL GOVERN. HOWEVER THE ARCHITECT SHALL MAKE CODES,REGULATORS,LOCAL AUTHORITY REGULATIONS 4 LOCAL CODE REQUIRED BY BUILDING O=RICIAL(5),APPLY FLAME PROOFING TO FABRIC PERFORMANCE THE FINAL DETERMINATION IN THESE MATTERS. C ICIAL'S DIRECTIVES. WALL COVERINGS. 2. THE CONTRACTOR Al INVESTIGATE THE JOBSITE 4 COMPARE THE CD'S 23. SUBMIT FOR AW HITECT'S REVIEW ABOVE BUILDING STANDARD SAMPLES 4 2. THE CONTRACTOR`Rue!L PROVIDE TERMITE PROTECTION AS PER FBC 1816.L1 2. WALL COVERINGS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S M W/THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS COST, LITERATURE SUBMIT FOR ARCHITECT'S CONSIDERATION SAMPLES 4 PRODUCT SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLICATION,INCLUDING M WORK DESCRIBED IN THE CD'S 4 THAT 15 REWIRED OR REASONABLY IMPLIED LITERATURE 4 OTHER PERTINENT DATA OF ANY PROPOSED SUBSTITUTIONS. ANY TEMPERATURE AND DUST CONTROL. WALL COVERING REQUIRING BACKING SHALLICC TO ACHIEVE TIE DESIGN INTENT OF THE CD'S. THE CONTRACTOR SHALL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR Al I BE SUBMITTED TO THE PARTITION NOTES: BE 50 APPROVED. APPLY IIIA,1 PRIMER PRIOR TO APPLYING ADHESIVE NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS 4 ARCHITECT FOR APPROVAL PRIOR TO IMPLEMENTATION. IT IS THE CONTRACTOR'S FOLLOWING MAMFACTURER'S INSTRUCTION. ANY NEW WORK,OF ANY OMISSIONS IN THE DRAWINGS 1 ANY RESTRICTIONS RESPONSIBILITY TO RESEARCH 1 QUALIFY THAT THE PERFORMANCE 4 L CLEAR DIMENSIONS MUST BE HELD. DIMENSIONS NOTED AS FINISHED FACE. - RELATED TO THE EXECUTION OF THE WORK INCLUDING THE COORDINATION W/ CONSTRICTION SPECIFICATIONS MEET THOSE OF THE ORIGINALLY SPECIFIED ITEM 3. INSTALL SEAMS PLUMB 4 NOT LESS THAN SIX(6)INCHES FROM CORNERS: r, - STRUCTURAL AND MEP RELATED WORK. PRIDE TO SUBMISSION FOR APPROVAL CONTRACTOR SHALL BE LIABLE FOR 2. DRAWING DIMENSIONS ARE TO THE FACE OF STUD SURFACE UNLESS CLEAR OR HORIZONTAL SEAMS SHALL NOT BE PERMITTEDAN UNDER Y CIRCUMSTANCES. r/ MATERIALS THAT ARE NOT AVAILABLE DUE TO UNTIMELY ORDERING 4 FOR THE CRITICAL Gael I BE MEASURED InuI FINISH FACE TO FINISH FACE. 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A COMPLETE JOB IN COORDINATION OF SUBSTITUTIONS UU OTHER TRADES 4 DISCIPLINES. 4. REMOVE EXCESS ADHESIVE PROMPTLY,REPLACE PANELS WHICH CANNOT BE 3. M C MAKE NO MECHANICAL ATTACHMENTS TO EXTERIOR BUILDING SURFACES ■I EVERY RESPECT THAT ALLOWS FOR THE FULL USE OF THE COMPLETED WITHIN PRIOR NOTIFICATION AND AFTFDVAL FROM THE ARCHITECT. COMPLETELY CLEANED. W L FACILITY 4 CONSISTENT W W/THE DESIGN INTENT OF THE CD'S. THIS ALL 24. SHOP DRAWINGS(TWO(2)COPIES TO AENGINEER),IITECT t TWO(2)COPIES TO ENGINEER), • INSTALLATION OF PATTERNED FABRIC WALL COVERINGS SHALL BE MATCH AT M L INCLUDE, RAIN DE,BUT NOT BE LIMITED TO,COMPLETE UTILITY CONNECTIONS FOR H2O, AS REWIRED,SHALL BE SUBMITTED FOR 1 -VIEW PRIOR TO FABRICATION OR 4. ft 'STRICT CEILINGS 4 PARTITIONS PER MAN:FACTIIRER'S RECOMMENDATIONS EDGE TO ADJACENT FABRIC PANEL. W SELLER, WATER LEADERS,DRAINS,POWERCONSTRICTION.(ID TRANSFORMING TO ACHIEVE SUBMIT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION ORWITH DEFLECTIONS NOT TO EXCEED I/240 OF THE SPAN. PROVIDE FIRE RATINGS " APPROPRIATE 4 NECESSARY VOLTS 4 AMPS),GROUNDS,NATURAL OR LP GAS, PURCHASE. SHOP DRAWINGS OR SAMPLES FOR MILLWORK,CUSTOM METALWORK, AS REQUIRED BY CODE FB SEE C AND LOCAL CODE AMMENIDMENTS FOR ANT 6. REMOVE SWITCH PLATES 4 SURFACE MOUNTED FIMUI S TO PERMIT WALL VENTS,VENTILATION,SMOKE EVACUATION,4 BLOCKING,BRIDGING,STRUCTURAL CUSTOM CASEGOODS 4 OTHER ITEMS AS R EQUIRED BY ARCHITECT FOR ABOVE SPECIAL FIRE STOPPING-IQUIREMENTS. COVERING INSTALLATION 4 RE-INSTALL UPON COMPLETION. '■SUPPORTS,ETC.TO ALLOW FOR THE COMPLETE 4 WORKING OF NOTED OR BUILDING STANDARDS ITEMS. - INFERRED EQUIPMENT. 5. INSTALL WOOD BLOv'RING AT ANY PARTITION SCHEDULED TO RECEIVE HAGIIG 25. CHANGES IN THE WORK SHALL ONLY BE ALLOWED UW ONE OF THE FOLLOWING CABINETRY AND/OR SHELVING. 1. WALL COVERINGS SHALL BE PROM CONSISTENT DYE LOTS. 4. REASONABLY INTERRED CONDITIONS NOT OTHERWISE INDICATED IN THESE WRITTEN DIRECTIVES: I)ARCHITECT'S DIRECTIVE FOR MINOR CHANGES IN WORK, y • CD'S SHALL BE INTER RTTED AS HAVING THE SAME MEANNY.G AS THOSE MOST 2)CONSTRUCTION CHANGE DIRECTIVE FROM THE ARCHITECT,OR 3-)CHANGE 8. NO`+lP-STITLITICN OF ANY SPECIFIED WALL COVERINGS OR FINISH MAY BE MADE cc SIMILARLY DETAILED 4 MORE FULLY DEFINED ELSEWHERE WITHIN THESE ORDER ISSUED BY THE ARCHITECT. CHANGES MUST FOLLOW MODIFICATION 6. INSTALL MOISTURE RESISTANT SUBSTRATE(WATER RESISTANT TYPE GYPSUM WITHOUT PRIOR APPROVAL OF ARCHITECT. K DOCUMENTS. CONTRACTOR 15 TO NOTIFY THE ARCHITECT IF CLARFICATIONS PROCEDURES NOTED IN AIA A201-ARTICLE 1. CHANGES REQUIRING A CHANGE BOARD OR CEMENTITIOUS BOARD)WHERE CERAMIC TILE OR STONEWORK IS K ARE REQUIRED. CONTRACTOR.11AI L BE LIABLE IF INAPPROPRIATE INTER- IN COST OR TIME MUST BE EXPLICITLY NOTED AT TIME OF DISCUSSION IN FIELD, INDICATED. PRETATIONS CONFLICT WITH OTHER ELEMENTS OF THE WORK NOTIFICATION OR ARCHITECT OR AT JOB PROGRESS MEETING 4 FOLLOWED UP WITHIN TILE: W TWO(2)L ORKING DAYS BY WRITTEN CONFIRMATION. IF CHANGE 15 AGREED TO 1. INSTALL STEEL FRAMING FOR PARTITIONS TO COMPLY WITH ASTM C-154 4 THE CI5. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS t DIMENSIONS INDICATED WITHOUT EXPLICIT REFERENCE TO CHANGE IN COST OR TIME•A SUBSEQUENT GYPSUM CONSTRICTION HANDBOOK BY U.S. N.GYPSUM,LATEST EDITION. I INSTALL TILE ACCORDANCE W/TILE COUNCIL OF AMERICA HANDBOOK FOR Cal)- W/THE CD'S 4 ruet L NOTIFY THE ARCHITECT OF ANY VARIATION PRIOR TO THE CHANGE ORDER MAY BE JUSTIFIABLY REJECTED. CERAMIC TILE INSTALLATION METHODS. - THE PURCHASING OF MATERIALS,FABRICATION OR CONSTRUCTION. THE 8. INSTALL 4 FINISH GYPSUM BOARD TO COMPLY W/ASTM C-840,GA-216 BY CONTRACTOR SHALL BE LIABLE FOR RESTOCKING CHARGES,REPLACEMENT 26. PERFORM WORK 4 INSTALL MATERIALS IN STRICT ACCORDANCE W/MANUFACTURER'S GYPSUM ASSOCIATION 4 GYPSUM CONSTRICTION 14ANDISOCK BY US.GYPSUM, 2. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING APPROPRIATE SUBSTRATE(IE. COSTS 4 FOR DELAYS IF HE FAILS TO COMPLY W/THIS PROVISION. SPECIFICATIONS 4 INSTRUCTIONS 4 IN A MAMNER CONSISTENT ID INDUSTRY LATEST EDITION. PREPARE SURFACE AS REQUIRED FOR FINAL SURFACE FINISHMOISTURE RESISTANT GYPSUM BOARD,'IU'YNDERBOAJRD•,ETC.). IC r STANDARDS FOR W.OROIANSHIP. AS RECOMMENDED BY GYPSUM CONSTRUCTION HANDOOK O J 6. THE GENERAL CONTRACTOR UPON AWARDING CONTARCTS TO SUB- J CONTRACTORS,SHALL SUBMIT TO THE ARCHITECT 4 THE OWNER A LIST OF 21. GYPSUM 4 METAL STUD CONSTRICTION SHALL BE DONE IN ACCORDANCE W/ 9. PROVIDE FRE RESISTANCE RATED PARTITION ASSEMBLIES IDENTICAL TO UL. TELEPHONE/DATA/ELECTRICAL NOTES: ■■ ITEMS 4 THEIR DELIVERY SCHEDULES. TIE CONTRACTOR PRIOR TO ORDERING RECOMMENDATIONS 4 INSTR'GTICNS PUBLISHED BY US.GYPSUM COMPANY- DESIGNATIONS(UNDER=IRITERS LABORATORY)SHOIN IN THE FIRE RESISTANCE AN ITEM,SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT 4 OWNER GYPSUM CONSTRICTION HANDBOOK.LATEST EDITION. CONSTRICTION JOINTS MUST DIRECTORY OR LISTED BY OTI-ER TESTING AGENCIES ACCEPTABLE TO I WORK SHALL BE IN ACCORDANCE LW APPLICABLE NATIONAL,STATE AND OF ANY ITEM WHICH MAY CAUSE THE Pt JECT TO BE DELAYED DUE TO LONG (V•rilR AT A MAXIMUM OF 25 FT.ON UNDERSIDE OF ROOF DECK. AUTHORITIES HAVING JURISDICTION. LOCAL ELECTRICAL CODES. LEAD TIME IN OBTAINING. pJ/ 28. FINISH CARPENTRY 4 MILLWORK SHALL BE DONE IN ACCORDANCE WI THE MILLWORK NOTES: 2. IN M/E/P DESIGN-BUILD PROJECTS,MECHANICAL 4 ELECTRICAL ENGINEERING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACHIEVING SUBSTANTIAL AP HITECIURAL WOODWORKS INSTITUTE(AWN)STANDARDS FOR SELECTION OF DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW 4 APPROVAL PRIOR Ca COMPLETION REGARDLESS CF DELIVERY DATES FOR MATERIALS 4 EQUIPMT. MATERIALS,HARDWARE,FABRICATION,WORCIMANSHIP 4 FINISHING. TO START CF CONSTRUCTION. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY e. THE ARCHITECT HAS NOT CONDUCTED NOR INTENDS TO CONDUCT ANYI MILLWORK 4 CASEWORK SHALL COMPLY WI/ARCHITECTURAL WOODWORK INSTALL H INVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIALS,INCLUDING 29. EXAMINE SUf�AQUS TO DETERMINE THAT THEY ARE SOUND,DRY,CLEAN 4 READY QUALITY STANDARDS,GUIDE SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM, ITA I7A NN FOR SEQQ SEQUENCE OF VARIOUS ITEMS TO ACCOMMODATE DIMENSIONAL REQUIRE- I-j TO RECEIVE FINISHES OR MILLWORK PRIOR TO INSTALLATION. START OF LATEST EDITION.CUSTOM GRADE UNLESS OTHERWISE NOTED. ANTEING OF TOTAL ASSEMBLY INCLUDING MECHANICAL,ELECTRICAL,PLIJ•IBINCs,FIRE ILI ASPESTOS,WITHIN THE CONFINES OF THIS PROJECT. THE ARCHITECT ACCEPTS INSTALLATION SJdt I IMPLY ACCEPTANCE OF"IgSTRATE 4 SHALL NOT BE ALARM,DATA TELEPHONE.SPRINKLER PIPING AND ANY 4 ALL EQUIPMENT. NO RESPONSIBILITY FOR THE IDENTIFICATION,THE REMOVAL OR ANY SR-ECTS GROUNDS FOR CLAIMS AGAINST IMPROPER PERFORMANCE OF INSTALLED MATERIAL 2. INSTALL FIRE RETARDANT TREATED WOOD PRODUCTS INHRE E REQUIRED TO /` FROM THE FRCSENCE OF THESE MATERIALS. ADVISE ARCHITECT OF ANY EXISTING CONSTRICTION NOT LEVEL.SMOOTH 4 COMPLY WITH THE BUILDING CODE. v PLUMB WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRUCTION. • ANY DISCREPANCY BETWEEN THE ARCHITECTURAL,MECHANICAL,ELECTRICAL 4 - 5. THE CONTRACTOR SHALL IFN IF COMPLETE SETS OF CD5 TO EACH OF THE 3. COORDINATE INSTALLATION OF ALL IN-WALL STEEL ANCHORAGE,GROIAIDS,t PLUMBING ENGINEERS OR ANY OTHER CONSULTANN7'S DRAWINGS`LUet I BE CC - SUB-CONTRACTORS FOR COORDINATION OF THEIR BORK AND DESCRIPTION OF 30. INSTALL 4 MAINTAIN NECESSARY COVERINGS,PROTECTIVE ENCLOSURES, - MISCELLANEOUS BLOCKING W/OTHER TRADES FOR PRECISE LOCATION. BRIT LHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION WORK SCOPEINSTALLED IN CONFLICT W/THE ARCHITECT'S DRAWINGS OR gEA71NG CONFLICTS II O TEMPORARY DOORS 4 PARTITIONS 1 DUST BARRIERS TO PROTECT(r+'-IIPANTS 4. THE MILLWORK CONTRACTOR SHALL OBTAIN 4 VERIFY FIELD MF .NtRE'IENT9 DUE TO INSUFFICIENT COORDINATION OF WORE wet I BE CORRECTED BY THE 4 EXISTING WORK 4 FINISHES TO RETAIN. REPAIR 4 REPLACE LCHA ANY DAMAGESCONTRACTOR a THE CONTRACTOR'S EXPENSE 4 SHALL NOT IMPACT THE V'+IF 10. THE CONTRACTOR SHALL APPLY FOR OBTAIN 4 PAY FOR PERMITS,FEES, CAUSED BY INPROPER PROTECTION AT NO ADDITIONAL CHARGE TO CURER 4 CONDITIONS A. ECTING HIS WORK 4 SHALL BE RESPONSIBLE FOR DETAILS 4 DULE CO - INSPECTIONS 4 APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 4 ALL DAMAGE Wk-IICH MAY DIMENSIONS ASSURING PRECISION 4 PROPER ASSEMBLY OF HIS PRODUCTS. OVER THE PROJECT. CONTRACTOR 15 TO PROVIDE COPIES OF TRANSACTIONSREFERTRANSACTIONS nRR DURING EITHER THE DEMOLITION OR CONSTRICTION PHASE TO THE 4. TO ENGINEERING FOR CIRCUITING 4 SPECIFICATIONS. MECHANICAL I v TO OWNER NOTIFY ARCHITECT OF ANY VARIANCE W/CODES IN FORCE EXISTING BUILDING. CONTRACTOR SHALL REPAIR SAME IMMEDIATELY TO MATCH 5. COORDINATE ITEMS TO INSURE DELIVERY TO THE PIWIPER LOCATION t 4 ELECTRICAL ENGINEER'S'S DRAWINGS AWINGS DO NOT SPECIFY LOCATIONS OF FIXTURES, CO CONTACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE W/THE REGULATIONS ADJACENT SURFACES IN GOOD CONDITION. VERIFY PHYSICAL ACCOMMODATION WITHIN THE CONFINES OF THE PROJECT OUTLETS,OR EQUIPMENT-Rc'LEER TO ARCHITECT'S DRAWINGS. NUM - OF ANY 4 ALL PUBLIC AUTHORITIES(FEDERAL,STATE 4 LOCAL)HAVING AS REQUIRED =N - JURISDICTION OVER THE PROJECT. 3L WO DAMAGED DURING CONSTRICTION OR NOT CONFORMINGTO SPECIFIED 5. SEPARATE JUNCTION BOXES BY AT LEAST ONE(I)STUD W.i-ERE TFI FPHONE 4 IX i STANDARD TOLERANCES OR MANUFACTURER'S INSTRUCTIONS FOR INSTALLATIONELECTRICAL OUTLETS APPEAR BACK-TO-BACK OR SIDE-BY-SIDE. SLIAA I BE REPLACED AT NO ADDITIONAL COST TO THE OWNER 6. SET WORK PLUMB,LEVEL 4 SQUARE,SCRIBED TIGHTLY 4 ACCURATELY DRAWINGSR ADJ'T. II. PROVIDE 4 PAY FOR ANY AND ALL MATERIALS,LABOR EQUIPMENT,TOOLS, SURFACES,ALIT ANCHORED IN POSITION INDICATED ON TO 6. OUTLETS,SWITCHES 4 JUNCTION BOXES LOCATED IN ACOUSTICAL PARTITIONS CONSTRICTION EQUIPMENT,WAREHOUSING,TRANSPORTATION 4 DELIVERY COSTS, HIGHEST QUALITY STANDARDS. ZFICC HOISTING,REMOVAL OF TRASH 4 DEBRIS,4 OTHER FACILITIES 4 SERVICES 32. MAINTAIN EXIT,EXIT LIGHTING,FIRE PROTECTIVE DEVICES 4 LIFE SAFETYSHALL ICEIvt EQUIVALENT INSULATION BEHIND BOXES. SYSTEMSO F NECESSARY FOR THE EXECUTION 4 COMPLETION OF THE WORK_ IN WORKING ORDER F 1. LAMINATE EDGES OF COUNTERTOPS 4 EDGES OF DOORS PRIOR TO FACING 1. Wi-HERE WALL MOUNTED ODUTLETS ARE INDICATED SIDE-BY-SIDE,THE MAXIMUM 12. WORK'WEN L BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHER- 33. EXIT DOORS,EGRESS DOORS 4 OTHER DOORS REQUIRED FOR MEANS OF EGRESS COUNTERTOPS OR DOORS. SEPARATION 'AI L BE SIX(6)INCHES,CENTERLINE TO CENTERLINE,UDN mai - WISE NOTED. REFERENCES TO THE CONTRACTOR SHALL INCLUDE TIE GENERAL ALAI BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOWCa) CC - CONTRACTOR AND SUB-CONTRACTORS. LEDGE OR EFFORT. 8. COORDINATE EXACT PLACEMENT OF PLUMBING 4 ELECTRICAL FIXTURES, 8. GANG ELECTRICAL OUTLETS 4 SWITCHES WHERE POSSIBLE. - SWITCHES 4 OUTLETS TO BE INSTALLED WITHIN THE MILLWORK. B. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 4 HAVING CONTROL 34. VERIFY KEYING REQUIREMENTS OF ALL NEW LOCKS WITH OWNER 9. WALL MOUNTED ELECTRICAL,TELEPHONE 4 DATA OUTLETS.,-IA!L BE INSTALLED OVER CONSTRICTION MEANS,TECHNIQUES,SEQUENCES 4 PROCEDURES 4 FOR 9. REPAIR REPLACE OR OTHERWISE MAKE GOOD TO SATISFACTION OF AR HITECT AT EIGHTEEN(18)INCHES ABOVE FINISHED FLOORS,UNLESS NOTED OTHERWISE. COORDINATING PORTIONS OF THE WORK REQUIRED BY THE CD'S. 35. 24 HOURS PRIOR TO Ov-4,1PANCY OF ANY PHASE,THOROUGHLY CLEAN SURFACES DAMAGE INCURRED TO MILLWORK DURING CONSTRICTION. OF DUST,DEER,LOOSE CONSTRICTION MATERIAL 4 EQUIPMENT. VACUUM OR MOP 10. INSTALL LIGHT SWITCHES AT FOIRTY-EIGHT(48)INCLIFS AFF.4 WITHIN EIGHT C8)INCHE S E 14. THE ARCHITECT 1 OWNER SHALL NOT BE RESPONSIBLE FOR THE ERRORS, FLOORS 4 CLEAN WINDOWS. THE CONTRACTOR AT THE COMPLETION OF THE TO. ADJUST DOORS,DRAWERS 4 HARDWARE FOR PROPER OPERATION 4 CLEAN OF DOOR FRAM-E,UN.0- FOLLOW ADA REGULATIONS IN PUBLIC CIRCUMSTANCES. E OMISSIONS OR DELAYS RESULTING FROM THE CONTRACTOR'S PERFORMANCE. PROJECT.SHALL CLEAN THE ENTIRE BUILDING AND LEAVE IT IN ACCEPTABLE SURFACES,INSIDE 4 OUT. CONDITION. - IL THERMOSTATS SHALL BE INSTALLED AT SIXTY(SO)INCHES AFF.ADJACENT TO 4 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS 4 OMISSIONS OF THE IL COMPLY W/MILLWORK MAN:FACIURER'S 4 INSTALLER'S RECOMMENDED OPTIMUM LIGHT SWITCHES,UNLESS NOTED OTHERWISE CONTRACTOR'S EMPLOYEES,SUB-CONTRACTORS 4 THEIR AGENTS 4 36. SUBSTANTIAL COMPLETION SHALL BE THE DATE ON WHICH THE PREMISES ARE TEMPERATURE 4 HUMIDITY CONDITIONS FOR STORAGE 4 INSTALLATION OF WORK EMPLOYEES 1 ANY OTHER PERSONS PERFORMING ANY OF THE UIORK UNDER AVAILABLE FOR OCCUPANCY FROM THE CONTRACTOR 4 SHALL BE AS DEFINED D. INCANDESCENT LIGHT FIXTURES ARE TO BE ON DIMMERS,WHO. Z _ A CONTRACT WITH THE CONTRACTOR IN AIA DOCUMENT A20L ADDITIONAL TOUCH-UP OR MINOR INSTALLATION WORK 12. COMPLY E/ARCHITECTURAL WOODWORK CAI ITY STANDARDS,GUIDE 2 MAY BE INCOMPLETE. SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM,SECTION BEE FACTOR 13. WrIERE LIGHTS 4 SWITCHES ARE NOT NOTED WI/A LOWER CASE LEI HER G. OTHER CONTRACTORS 4 THEIR SUB-CONTRACTORS MAY BE WORKING ON THE FINISHING SYSTEMS FOR FINISHES NOTED. DESIGNATION,THE SWITCHES ARE TO BE CONNECTED ONLY TO THOSE LIGHT PREMISES SIMULTANEOUS WITH THE DURATION OF THIS CONTRACT. NO ACTION 31. WARRANT TO THE OWNER THAT ALL MATERIALS<EQUIPMENT FURNISHED< FIXTURES WITHIN THAT SPECIFIC ROOM. D we,L BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANY SUE- INSTALLED UNDER THIS CONTRACT`:HAIL BE NEW UNLESS OTHERWISE SPECIFIED, FINISH NOTES: = Q D CONTRACTOR TO IMPEDE THE ACCESS OR OPERATION OF ANY OTHER 4 WORK SLId1 I BE OF GOOD QUALITY,FREE FROM FAULTS 4 DEFECTS 4 CONFORMS IA. FLOOR MOUNTED OUTLETS ARE DIMENSIONED FROM THE CENTERLINE CF THE CONTRACTOR ON TIE PREMISES,EITHER UNION OR NON-UNION. WITH THE CONTRACT DOCUMENTS. I INSPECT MATERIALS FOR DEFECTS,Fl Ails SHIPPING DAMAGE,CORRECT COLOR OUTLET TO THE FINISHED FACE OF THE PARTITION AND/OR COLUMN,UNLESS t PATTERN,INFORM ARCHITECT OF ANY DEFECTIVE MATERIALS 4 COORDINATE NOTED OTHERWISE. Z 11. WORK SHALL BE DONE DURING NORMAL WORKING HOURS. CONTRACTOR SHALL 38. FOR A PERIOD OF ONE(I)YEAR BEGINNING AT THE DATE OF SUBSTANTIAL W/THE MANUFACTURER FOR AC"t.IRATE SHIPPING DATES FOR THE REPI erFMENT - SCHEDULE<PERFORM SO AS NOT TO UNREASONABLY DISTURB ANY COMPLETION,CONTRACTOR SHALL PROMP LY CORRECT WORK FOUND NOT TO BE MATERIAL 15. ELECTRICAL ITEMS INDICATED IN OR ON CABINETRY SHALL BE SUPPLIED, NEIGHBORS 4 SHALL BE RESPONSIBLE FOR ANY OVERTIME COSTS INCURRED IN ACCORDANCE W/THE CONTRACT DOO IE ITS. CONTRACTOR`1-Ie1 I BEAR INSTALLED 4 COORDINATED BY THE CONTRACTOR THEREBY. ALL COSTS OF CORRECTIONS. 2. FLOOR COVERINGS SHALL BE REPAIRED IN RENOVATION WORK TO MATCH ADJACENT SURFACES. FLOOR COVERINGS IN CLOSETS SHALL MATCH ADJACENT IS. ELECTRICAL SUB-CONTRACTOR SHALL MAKE FINAL CONNECTIONS FOR ALL FLOOR G. THE CONTRACTOR SHALL COORDINATE t WORK W UNLESS BUILDING OWNER REGARD- 39. OTHERWISE NOTED,FASTENERS 4 ATTACH-)TE (WERE NTS SHALL BE FULLY SURFACES. FLOOR COVERING IN CLOSETS SHALL MATCH ADJACENT ROOM OR WALL OUTLETS TO FURNI7URZ`=SYSTEM POWER POLES( ERE APPLICABLE) _ `' WG HEAT,WATER ELECTRICITY,DELIVERIES,ACCESS,ELEVATOR AVAIL- CON,-Feb FM FRM UNLESS NOTED OTHERWISE.A VIEW. FOLLOWING MLAN.FACTU^IcERS STANDARDS FOR INSTALLATION AND APPLICABLE ABILITY,STAGING,NOISE CONTROL,TRASH 4 DEBRIS REMOVAL,HOISTING, CODES. <ANY OTHER UTILITIES OR OWNER'S RULES 4 REGULATIONS CONCERNING THE 40. THE ARCHITECT'S SEAL AFFIXED TO THESE CONTRACT DOCUMENTS,SHALL 3. CONTRACTOR WILL BE RESPONSIBLE FOR PROVING AN APPROPRIATELY w PROJECT SITE. CONTRACTOR..JAI I COORDINATE USE OF RESTROOM CERTIFY TO THE BEST OF OUR KNOWLEDGGE,THAT THESE DRAWINGS MEET THE LEVEL 4 SMOOTH CONCRETE OR OTHER SUBSTRATE TO MEET THE CARPET(IF Il. PHONE 4 DATA OUTLETS SHALL BE SINGLE OUTLET BOX W/PULL STRING 4 RING on FACILITIES FOR HIS EMPLOYEES WITH THE OWNER APPLIre=A E STATE 4 LOCAL CODES. IF ANT PORTION OF THESE DOCUMENTS IS CARPET IT USED)MEETING INDUSTRY STANDARDS PRIOR TO INSTALLATION. FOR WIRING. WIRING OR CABLING S:Jd1 I BE BY OTHERS UNLESS NOTED OTHERWISE. - 30 co - FOUND TO BE IN CONFLICT W/STATE OR L(v-AI CODES,THE ARCHITECT SHIM I In a - 19. THE CONTRACTOR SHALL PROCURE MATERIALS SO AS NOT TO DELAY BE NOTIFIED IN WRITING BY THE CONTRACTOR 4. CARPET,IF USED,SHALL BE INSTALLED IN THE SAME DIRECTION. SEAM 18. THE SIZE OF NEW TELEPHONE 4 DATA LINE CONDUITS SHALL BE AS PER SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL NOTIFY ARCHITECT CARPET AT DOORS AND ON CENTERLINE OF DOORS,TYPICAL. SUPPLIER'S SPECIFICATIONS. VERIFY REQUIREMENTS W/OWNER Drawn WITHIN FIVE(5)DAYS OF FVFCUTION OF CONTRACT OF ANY MATERIAL AL CONTRACTOR',JAI L BE RESPONSIBLE IN PROVIDING THE OWNER A COMPLETE RW COPE DELIVERY!INNER COULD DELAY COMPLETION Or THE CONTRACT. SET OF'AS-BUILT'OR'RECORD'DOCUMENTS. PAINTED SURFACES: 19. INSTALL BUILDING STANDARD COVER PLATES FOR OUTLETS 4 SWITCHES. Project No. B 20. COORDINATE SCHEDULING,PROVISIONS FOR INSTALLATION,LOCATIONS,4 42. PROVISIONS OF THE AIA A201-GENERAL CONDITIONS,APPLY TO THIS CONTRACT 2015.39MARC0 B INSTALLATION OF ITEMS RIRNISHED BY THE OWNER t BY OTHERS,FOR THE BT REFERENCE UNLESS SPECIFICALLY MODIFIED IN WRITING BY THE OWNER OR I PAINTED FINISH METAL 4 WOOD TRIM'+Ue1 I BE SEMI-GLOSS ALKYD ENAMEL, 20. EXHAUST FANS SHALL BE SILENT RUNINKs 4 SHALL HAVE A MINIMUM EIGHTHALL!8/FOOT CJID File No. PURPOSES OF THIS CONTRACT. THE FOLLOWING ABBREVIATIONS APPLY: COLOR TO MATCH ADJACENT WA/I UNLESS NOTED OTHERWISE. OTHER SURFACES LONG DUCT B_aTILEEN THE RETURN AIR GRILLE/FAN MOTOR. DOC SAL1 BE ARCHITECT. we,ILINED W/ONE CI)INCH MIN.THICK FIBERGI An",LINER. DO NOT LOCATE FAN MOTOR SPEC SHEET • OF-01•OWNER FURNISHED t OWNER INSTALLED,OF-CI•OWNER FURNISHED BE LATEX,FLAT FINISH. PAINTED FINISHES WITHIN BATHROOMS t KITCHEN/ ABOVE CEILING OF ROOM SERVED BY FAN-LOCATE MOTOR ABOVE CORRIDOR Date 4 CONTRACTOR INSTALLED,CF-CI•CONTRACTOR FURNISHED 4 CONTRACTOR re,I FYS/PANTRY SHALL BE SEMI-GLOSS ALKYD ENAMEL INSTALLED,AND CF-OI•CONTRACTOR FURNISHED<O NER INSTALLED. LOCATIONS INVOLVING OR OPEN AREA CEILING. PROVIDE SPARK PROOF MOTORS OR EXPLOSION PROOF DECEMBER10,2015 2. PREPARE FOR 4 APPLY PAINT IN ACCORDANCE W/THE MANUFACTURER'S SPECS. MOTORS FOR LOCATIONS INVOLVING MATERIALS(ONLY IF APPLICABLE) Drawing No.o, 2L THE CONTRACTOR SHALL COORDINATE 4 WOW US TRADES ON THE PROJECT FOR THE PARTICULAR SURFACE,ONE(1)COAT PRIME 4 TWO(2)FINISH COATS 21 ACCESS PANELS AS FEQUITED uNd,I BE INSTALLED FLUSH LW CEILING t FINISHED NOT UNDER CONTRACT W/THE CONTRACTOR(LE.TELEPHONE,DATA LINES, MINIMUM APPLICATION. FOLLOW INDUSTRY STANDARDS FOR SURFACE PREPARATION TO MATCH THE ADJACENT CEWG FINISH. LOCATIONS OF ACCESS PANELS ARE TO FIRE ALARM,ETC). ANY CHANGES OR DELAYS ARISING FROM CONFLICTS 4 APPLICATION ENVIROMMENT(TEMPERATURE 4 HUMIDITY). BE REVIEWED WITH THE ARCHITECT PRIOR TO B INSTALLATION. A1 . 0 A OWN A BETWEEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE ER © COPE...ARCHITECTS,INC.,2015 VOLVo�P�p®.� .wGG of 1 1 2 R 3 I 4 5 I 6 I 7 I 8 9 I 10 I 11 I 12 13 I 14 - Catch Basin— - Found Property Corner — ,c ` :: , ,. 2 1/2"Iron Rods Monumented t ' I No ID Lot 21 By Building Lines r� i.•• ' ::;,, 1•' ' n. : 'r 100.001 Block 125 As Shown t • „ • t •� e' Also Found ��^�• Zero Lot Lire 1/2"Iron R _'��' Ad'� e�t B it a in PVC Cu ,� din v r 0.2 p 3 North 0.,•' ::,� 15 East) ,J. p'1.• • v ( c .3 4�' / 'I'✓1�� d _ F•• Lot 33 - • .Lof.'.P''. :r; '� r Block 125 .- ck • 0.2 nc•' 2 j / _. .,.....,: l S -.:]•-•,• •i----,....„,---.-.,..,•:,r.t.•:-.;-,i,,......--:,::,:-..-,:.ii.1) .•— ___ . ::::.;:i ...-....• .....4 cf, 1--: .......,..... .. .......,,.... .,,... 11::,3 _ f/ j1 r *:•••t` ••,.•. .}.. .r. •• }p/ }. '1:r,,• 1Lot;2 ! Lot32 --i „;, ,� .':' Brodk.t 5: I Block 125 :,:: _ - • .,Zikl'•• • • #. d•:. 1 ., .,, I, '. r ;::-.. • ,.. :, /s• :.•. j PROPERTY ADDRESS: �.: A '11. a • • • 55 AVENUE c; • •k% / /3.4 00FL . '4;1; _;` ;:I:; .n{ i_,_: �r/ii =.: f'. DELRAY BEACH, 33483 �:= ': o :,,-,�,,.5,.., :,:• t' tom,=i 4. ,-,; 7 g • ,•. a:'. ,:• I o \� j,,••..•'i 23.1 1 ':<" Q:.' oo FLOOD ZONE:,3X„ t .45t:2.. 1 ii'•r �:J-i,,..'`1 l • •,•' . i l :Blddk j5 1' Lot 31 Panel No: 125102 0004 D • : ;' ' 1:.!1, ' .1 , E;; ., ,; One Story ''1. ,, Block 125 Date: JANUARY 5, 1989 ;, -:� ,` ' Residence /, 1... , :`j: •� L. • •:Y.•. /o ..•. :..•. :,. . CERTIFIED TO: •t ; ,.•9 z, . . . . - r., r 1.MIAN GROUP LIMITED PARTNERSHIP ••:::::ii : : :: •: ::.::.`::•_•. .,•::.• ; L.••a.`.'•:.. ;,. ' 2.SIMON YA.LEVINE P.A. :; :;:�.:: ;:: ;:_ : .�i„:•..i `a it• 3.SIMON&SIGALOS,LLP = =` = •" " ` ` =' '"~ "`'r1 '•' ( r `'t '•'`• 4. COMMONWEALTH LAND TITLE INSURANCE COMPANY - : :; `s::::r::•:::":• 'is ' • / 50.1' / A: 12• ° l ::.g:.;:_:•, :•1:•••-r•:_::..,. , .... — 26.2' 1/•/•� �.✓/�%zz /�../����/���/� / _ '. .'..':2�.7.'. , ! I Lot 30 LEGAL DESCRIPTION: LEGEND [1::-.•.....::::-: =:•:_.:.:' :t- ,- - .:.:,: .'• •:':•.`.:-�•'.`•:•'•a' :. ' I, `,' a .`•.•: Block 125 A PART OF BLOCK 125,DELRAY BEACH(FORMERLY THE TOWNSITE OF I I Building (p : :':. ! LINTON, FLORIDA),ACCORDING TO THEPLAT THEREOF RECORDED IN x ////////// 3't::-::. "::<<: = =i rr; !;' 7 °�0 r s• Wood Power Pole PLAT BOOK 1,PAGE 3,PALM BEACH COUNTY RECORDS, BOUNDED • ._j F p 1?ait..,..... 1li 1..,:::- : .,._ v, _ ___ _.._.�_ _._�' ►�- AND DESCRIBED AS FOLLOWS t BEGINNING AT THE NORTHWEST CORNER OF SAID BLOCK 125, SAID li i:::::=i:::::: Found 'Found 2 x2 POINT BEING ON THE SOUTH LINE OF ATLANTIC AVENUE RUNNING X I j:::::::;::: ::-�:'' "•'a. •ii tl 1/2"Iron Rod Lot 26 THENCE SOUTH ALONG THE WEST LINE OF SAID AND THE EAST LINE L-—Centerline " q' 0.S.0.) Block 125 Concrete OF BAY STREET A DISTANCE OF 463.6 FEET TO POINT OF BEGINNING; j `•::.Y:, , tin w/cap (LB 353 Monument THENCE EAST PARALLEL WITH THE SOUTH LINE OF ATLANTIC AVENUE X L--Extension line (0.73 South, 0.44 East) A DISTANCE OF 100 FEET TO A POINT;THENCE SOUTH PARALLEL TO i Property line I l THE WEST BOUNDARY OF SAID BLOCK 125,A DISTANCE OF 100 FEET I ! Also Found TO A POINT;THENCE WEST PARALLEL TO THE SOUTH LINE OF o X —Easement line , South Line Lot 27 1/2"Iron Rod ATLANTIC AVENUE A DISTANCE OF 100 FEET TO A POINT IN THE WEST I �x—x- Wire Fence Q' '_�I`. 1 ; v✓/cap(LB 353 0.S.0.) LINE OF SAID BLOCK 125;THENCE NORTH ALONG THE WEST BOUNDARY La 0- Wood Fence - �— Catch Basin (0.69 South, 0.1414/est) LINE OF SAID BLOCK A DISTANCE OF 100 FEET TO THE POINT OF BEGINNING;ALSO KNOWN AS LOTS 22,23,24,AND 25 OF THE Interior Lot Line UNRECORDED PLAT OF PALM SQL•-- . r! i al : r y. ' Notes: g 1 v " " 1)1 HEREBY CERTIFY this survey meets Minimum Technical Standards set forth by 5- !4-7 4 F�- ' `�` Me Florida Board of Professional-Surveyors and Mappers pursuant to - T� r _ . Section 472.027, Florida Statutes. �+ Date • , ; . 2) The survey map and report or the co ies thereof are not valid without the Boundary Survey ., ?h, signature and the original raised seal of a Florida licensed surveyor and mapper. -s‘ 4 .- , 'k 3)Underground or obscured im rovements not located unless shown. : 4)Dimensions are record and field unless otherwise noted. 45, _ 51 Stated dimensions take precedence over scaled dimensions. S10070297 Update Survey JPM MDL 514 14 c 6) This frrm's Certificate of Authorization Number is LB 6788. Scale: inch = 24 feet S10070297 Update Survey PH MDL 10-25-11 ;�'' 2 West Pala Beach, FL, 33415 7)Additions or deletions to survey maps or reports by other than the signing party Mortgage Survey JPM MDL 7-29-10 orparties isprohibited without whiten consent of the signing partyorparties. o �0 20 so ao 5o Job# Purpose Field Drafter Date 6� ' (J�61 4 78-7764 FaX 4 78- �94 9 9 �.,..,._ A - A. I 1 I 2 I 3 I 4 I 5 I 6 I 7 1 8 I 9 I 10 I 11 i 12 1 13 I 14 1 15 I 16 1 17 1 P. N PROJECT DATA (NORTH LOT): N 50'PROPOSED TOTAL GROUND FLOOR A2A 0 SO.FT..-2,1100 S FT. «422%OF SITE / � GENERAL GRADING NOTES: PARKING(PAVED AREAS- .-96100 50_FT. -193%GE 517E T-6. 35'-0' 7-6' . uE'tN LANDSCAPED SPACE- .-1,163D 0.0 5 FT. .-353%CF SITE (7.5 SLOE'TARO BUILDI G SETBACK) (7.5'SIDE Y,/.RD BUXOM: SETBACK) WATER BODIES(POOL)- .-160 50.FT. .-32x LF SITE 1.)UNDER NO CIRCUMSTANCES SHALL THIS PROPERTY BE GRADED SO THAT STORM WATER - RUNS OFF ONTOO ART ANY ADJACENT PROPERTIES. PARKIn ING �}'A .-5,00000 50.FT. 100%CF SITE 2.)SEE SUFFICIENT PROPOSED FINAL GRADES AND ASSOCIATED DETAIL INSURING STORM 8 M I �'IR1�II�13 DATA: WATER DOES NOT FLOW ONTO ADJACENT PROPERTIES. S O£ (•Zr0UIRED PROVIDED 3J PLEASE SEE SURVEY FOR E%ISf WG GRADES 0 ALL PROPERTY LINES&ON ALL U'' ADJACENT PROPERTIES.MW UMUM TWO(2)GRADES PER PROPERTY UNE. .a O M Tat-I'EILTI FAMILY RESIDENTIAL: II TWO(2)PER HOUSEHOLD TWO(2) 4J PLEASE SEE FUK10.PLANS FOR FINISH FLOOR ELEVATIONS Of ALL STRUCTURES WHICH ARE ALL MINIMUM 18 E'ABOVE THE CROWN OF THE ADJACENT STREETS OR ROADWAYS. a: ONE r,I.sT(I)E'ER HOUSEHOLD 01•c-(I) 1 _ TOTALS: THREE(3) TH -E(3) I 5.)M FUSE SEE SITE PUN AND DETAILS FOP.MINIMUM 3'DEEP SODDED SWALE BETWEEN SITE'S PROPERTY UNE AND ALL ADJACENT STREETS O0.ROADWAYS. C Z- LEGAL DESCRIPTION: EXIBTwG STRICTURE TO REYIAIN 1 FS (AS PROVIDED BY THE CUNER) I I 1I L \ \ j --- i;- ____.=• PERT'LINE S.0O 00..0'(S)' - - - - -� �-� -.. /"S -�-� •Nr, EXISTING W70D FENCE TO RE]'1AP� II Y L / -N-- I 4--NEW WOOD FENCE TO MATCH E C1STIN a II I reEXISTING FENCE TO REMAIN I \ -- .II io.MIN.REAR YARD BUILDING SE I.".I(I NC.. K v e _ .I moo 1; - I II I - K ')'��//�- �st% ."tiizsu?iisi at I 1 I '® rr%%� N"dial' © %� '�j�� b- i F$U WOOD FENCE TO MATCH DUBTW's I z VW I rn I Y1/® , y�. ....i U 11.1 M J "s ! �:... �auzi: I I i FI PROPOSED LOCATION FOR AC - �1 i3ii% i .,I'6��o z pi CCNDQi80Ya UNITS iPi•/iii. W �i Io I I I o Z o z _ O pp/./i //4 �Pae 1 I Iti w a Al " of ,. -�, / � � Ip II I oNQ " su S. .� 1 SITS D,4T,4: (APPROX. 500000 SQ.FT.OR +- 0.115 ACRES) PROPOSED LCCATICN `,I_ _ . j ja"/ I6 I Ln / v •/ NEW WOOD FENCE TO MATCH EXISTPYa Q ZONED: RM (MULTI FAMILY RESIDENTIAL DISTRICT) 1_,.,,;:'.I/ %sa / Ei — I ,-_�1 j �✓ri�"`'�(� &I I 1 NEW b TALL BRICK PRIVACY LLl4LL1�IJ^�UY GA1E 1 PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE FinarosEDLOCATION FOR POOL '�� `1 ` I I W I /� NEW b'TALL HPoCIC PRIVACY h. 1 _ __ j r 1' i . S 1 NEW 14'TALL CPU PRIVACY LLWLLLFFIJCE I I I --_ '--- P G DRAINAGE \ NEIU GATE AT weLL PtlrcE .� .. j A I \ 4. —_—_-----I- --1--- - CALCULATIONS (NIDRTH LOT): I I ' ; �Y I I I I I E /` 1.11 _ i^-S' ilY O L I 14 w I I I z I\ TOTAL.SITE AREA. 5p0000 50.FT. § PROPOSED BRICK PAVER WALKS,T1731c14 ' 1 �/� �=,' 1 �\ z I I I Z FT IMPERVIOUS AREA: 3231D0 50.FT. OR 64.1% I L ( III ~ PERVIOU5 AREA: 116300 SO.FT. OR 353% la NEW 4'TALL Ctll PRIVACY SY GA • Y 9 V Wa r F 5TORA=RECdIIRD'IFNT.15T INCH OF RI.NO 4 v 7 t/ % I ,I'6 I ' iC-—_—_ I I 1 5 ( I-Z PML p F k PROPOSED BRICK PAVER DRIVE GAL _ -_ ,, ---- _�---f------ Q z VOLUME OF STORAGE REGVIIZ=D=C X I X A NEW 4'TALL W-OOD PICKET FENCE ,ID. TO11AA/ .-U ,` J / I II II I I I _ 1.11 Q u x USERS G=(k TIPERVIOU5 X 0.9).[x PERVIOUS X 03) \ I '`T \ ty' f I \ s - • — _ G=[0b41 X 0.9)•.(0353 X 03)-0beB2 ADD TIC t,JS .A / ;+MAY UNE - TRUE 11� f.(5 O I-RAIIFALL INTENSITY-I INCH/12.00833' / - \ I C " I I 1 SUE C� ..I J z - A.AREA.5ld00 52 FT. ▪ i , , :n N \/ =Lilt() IL THERFORE,REG2)IRED VOLUME-06882 X 00833 X 5 \ \ �\ -- / �: --f-- P -- --_�-- - - ----�NORTH U Z u o romp.28l CUBIC FEcT P F w (sj'� QQ n THE PROPOSED l'D.X 1'-6'W.X 30.L ti"-'F'A'ALONG THE NORTH PROPERTY LINE SHALL RETAIN - I \ I - I I I •I W E APPROX.13125 CUBIC FEET OF WATER- IQ THE PROPOSED 6'D.X IT-6'W.X 25'L.SWALE'B'ALONC. T}I NORTH PROPERTY LINE SHALL RETAIN I I I I I I p 5 �' „ E ATrROx.5625 CJ31G FEET OF WATER- 4 EX18T GR I ANSJ LIYt APRL.Y IO1.1"AN I I I I I d.,q i a P. THEREFORE,VOLUME PROVIDED..-2515 CU31G FEET / ItY-Ce / / 1O-O' / I I I I I I O O - \ iMM��� '__—_ -___------- -p T4-I i� ---------------_ u D (+-22'OF PAVING&50.'ULTIMATE.R.O.W.) D Al ARCHITECTURAL SITE PLAN - SCALE I'.)O'-O• z 1�, fo Qom' f. _ hIµ Dr awn wI IO Ia1 W 10 RW COPE D L7 OI 3 IU' Project No. B iI S= Iii. ,,II SLOPE 1w a SLOP LL S w 2015.39MARCO B �) ,I' ,c SITEPLANFile No. I DECEMBER 10,2015 I 1 Dote SYMBOLS LEGEND: A2: 41.1.1ALE SECTION ',�' A3: oWALE SECTION '3' DrECEg NRNOT TO• I E I I NOT TO SC111 E I I A . � EX15T W G TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY - . 0 A- -- eO. PROPOSED NEW TOPOGRAPHY(FINISH r=.nS) © COPE ARCHITECTS,INC.,2015 of 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 ' 15 I«�Ar 16 I —17 1 1 I 2 I 3 1 4 I 5 I 6 1 7 I 8 1 9 I 10 I 11 I 12 I 13 1 14 L 15 I 16 1 17 I N PROJECT DATA (NORTH LOT): "°'..' / / 50 0' / 50'-0' / o N PROPOSED TOTAL GROUND FLOOR AREA- .-231000 SQ.FT. .-422x OF SITE PARKING 4 PAVED 4R.A5- .-961E+0 50.FT. .-193%OF SITE / V-6' / 35'-0' �, T-6' / 1•-6' .1, 35'-O' )' 1'-6' / OPEN LANDSCAPED SPACE- .-1,163.00 50.FT. .-35.3%CF SITE WATER 13ODIE5(POOL)- .-160 5O.FT. .-32x OF SITE /5•C'/ - TOTALS .-5,00000 S0.FT. 1002.OF SITE rr. PARKING DATA: REOIHR_-D PROVIDED o_M RM-1-11LTI FAMILY RESIDENTIAL: TWO(2)PER HOUSEHOLD TWO(2) 0Hr GUEST(I)PER HOUSEHOLD ONE(I) - TOTALS: THREE(3) THREE(3) LEGAL DESCRIPTION: EXISTIM STRUCTURE TO REMAIN Z (AS PROVIDED BY THE OWER 2 , �� ` `L� '` ,` �,j O ----- ` 44 J� .40 . �T��I . �1�F%� P�_..m�`1'I�:.' c D.DD s \ `l �I% �L1/ tit 51 17(ISTING FENce TO REMAIN r is 4..,._ I `` ► )1.� ..fpriip ,-`.:p{ I iV0, sruEToww- PROJECT DATA (SOUTH LOT): ��'������> i 10M N. Y..:ALU( '►. �ii ft� � �hum - - 1w�P pig /3 •1/O// a •r��j1 /�'l ./% �\ I v U PROPOSED TOTAL GROUND FLOOR AREA- .-Ip12E0 SC.FT. ..-31.4k OF SITE =. I iY V.; r/. j/-4 J../.•.: .0 �/� o PARKING t PAVED/FJ S- �� j /l - ou i% /-- PROPOSED 105(I6'SWIMMING POOL .-leaf s0.Fr. .-bez of sITE �i. f•�/ � / � �' \ ��l %%'-I�_ I / OPEN LANDSCAPED SPACE- 2 ,,l�i / 4'�`i',►','`j%', f.-J80D0 50.FT. +-43b%OF SITE �..-\ c \ �:� K WATER BODIES(POOL)- .•160 SO.FT. .-32k OF SITE \ �/!l. y r% _ i i��- /__ off? -- 9. TOTALS -5 D0 50.FT. L00k OF SITE �\ )47 •00 ,, 3 6eN d •A i I i 'IAL la t o K ��- r- /� "s�- T' JI / i i/ U w:/i/ PROPOSED BRICK PAVER WALKS,TYPICAL - PARKING DATA: I a(,IRED FRONDED ///tri / ,4/O„..,,,,,,,,,,,,,_--..A I,1, j% / //."ems/,-._/.;./,/ RM-MULTI FAMILY RESIDENTIAL: y r/%// (i///,s MO(2)PER HOUSEHOLD TUXJ(2) / / -. �ry f,�•., ly /// v.z (/) ONE GUEST(U PER HOUSEHOLD ONE(I) �- �/ /// / / %-- /G {I/ ,) TOTALS: THREE l32 THIZ�E(3) ® .!'-'+? G/ /u'•j �� �' a�/ •I /r /:•%/S SG• PROPOSED LOCATION FOR SCREENED R:REE C•OLLECTICN w m ce O %/i:'wl .:a=:\i�b(/ L� j �, NEW FETCE TO ttATOH EXISTING U c0 LEGAL DESCRIPTION: RIll ng w j a :�` s fu "-1����;; � I j� I= NEW GATES To MATCH Na,HENCE j Z M PROPOSED LOCATION FOR AC / Ram j/ �� I 1 71 IS M (AS PROVIDED BY THE OLLNER) 4 CGNDQI+°ItYa WITS 81 . 1 f,'4 /w �/ r 4('~'` r • 6 _ Ig Q IN Z Q O e a /. / 7 i ifs.47f•- _I Fi 1'4 iij Ire E`,C. I % 1 /' ' i B - H W 1y�w P/.. 2j;j �`� t�1�• i\j,._ :/ ' / j• B - O w c� H �•w .I•%/1 ICU I Y E l]AT,4 (APPROX. IIDpIDID0ID SQ 1=T.OR + 023 ACRES) PROPOSED Locancrl FOR REFUSE d :' j i G�i�-- < � % j � Ei I> !n H ZONED: RI (MULTI FAIN RESIDENTIAL ° j ;v/Wf j,Wjr//��; IN 1 Q '-1 L FAMILY RE DENTIAL DISTRICT) 1.,-.5' ,,,/j _ �•' c ¢¢ j %//G G G ( , :`�:c �:V/ min - a PROPOSED CONCRETE STRIP DRIVE(MATCH HISTORICAL REFE J G Lu O _ PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE .u. / p / 1 w PROPOSED LOCATION FOR Pool EQua� `o -_®. '-`) I I;I 'hi!'j : w o o a PEW 4'TALL Oil PRIVACY W4LL i- '- -� 1, d it / M F-- .#O c DRAINAGE • NEW GATE AT UI4LL FENCE ..vu ...uncut. Z. __ � _ -_-_- \ �' 1 H- I 1 'gl , ,,7iz1(am� 25'MIN F I,f,RD SUlID1NG SETBACK LINE ■ _ CALCULATIONS (NORTN LOT): 11 ) 1 VNI1! I 1:;':_• I E U n N.. • �� �I PROPOSED ERICK PAYER �/.• I� ,� ✓'„r PROPOSED BRICK PAVER WALKS,TYPICAL Z a TOTAL SITE AREA. 5f00000 SQ.Ft I r �.: Y-; 1 I r i, i5.,=. ,..,'-al 1-•4 IMPERVIOUS AREA: 3231.00 SCl FT. OR 64.1% ` /I. /- \ PERVIOUS AREA: L163E0 50.FT. OR 353% I I ' �I�1 , PROPOSED 4'TALL Oil PRIVACY WALL: NCE a m NEW 4'TALL Cttl PRIVACY - ▪ r 1'r- o a l � o` F STORAGE REQUIRE-LDIT•1ST INCH OF RUNOFF § �"/ I \ "a IQ PROPOSED BRICK PAYER L ` �_����'� I t-� I I-�--_- ZM F VOL13"E OF STORAGE REQUIRED=CXIXA iJ • i; 1 LLHEIi�C=(%IMFERVI0U5 X 0.9).(x PERVIOUS X 03) e ;a '\ i -ate- �. - u x _ C-(0b41 X 0.9).(0353 X 03)=0bee2 \ - ❑ /- , ' _ _ 1----�-- TRUE �'-'F I.RAINFALL INTET15ITY•I INCFI/12•00533' S ;0. NEW 4'TALL WOOD R p W � '\ I - ` ` '- `� \- TRUE ~.Ni JD - A•AREA•5000 SQ.FT. 's^ _\. �/11//11�:7b� �� -- \ N Cj =W W 5 THEREFORE,REQUIRED VOLUME•0.6552 X 0.0533 X 5,0000•281 CUBIC FEET ---- -' --- R rY N Z \ \ \ \ /, / N. PROPER LIN•5 •%, 10•.00'(5 THE PROPOSED 1'D.X 1'-6'W.X 30'L.`H'o1 F'A•ALONG TIC NORTH PROPERTY LINE SHALL RETAIN /' lo' s 3y3 ...LE 1D'vlsleum TRUNGtl: I 1 ` 10' let +f GLE 10 VISIIItm TRlrwGtE Q V E APPROX 13125 CUBIC FEET OF WATER- i I { I I I Q.+l0 G THE PROPOSED 6'D.X 12'-6'W.X 25'L.,,,,,,/F'5'ALONG THE NORTH PROPERTY LINE,,IA!I RETAIN I I Q 0 �' E APPROX L5625 CUBIC FEET CF WATER- 10 , w-.y r n` 1 EXISTING 5'WIDE CONCRETE IU4LKIIlAY TO REMAIN,TYPICAL a a - THEREFORE,VOLUME PROVIDED=.-2515 CUBIC FEET EXISTING CURB an.AND DIVE APRON 0 RR IAIN I I I O W EXISTING CONCRETE CURB 4 GUTTER TO REMAIN,,TYPICAL U 0 - o DRAI INIAC E --- -E_-SE Th-AvE-1 E----------------- U1 CALCULATIONS (NORTH LOT): (+-22'OF PAVING 8 SO'-ULTIMATE=RO.WJD - TOTAL SITE AREA. 2)320.00 )32 0E0�.Fr. Al COMPOSITE UTILITY OVERLAY PLAN IMPERVIOUS AREA: 2.520 4)50.FT. OR 3.6% PERVOUS AREA: 2)e0P0 SQ.FT. OR 43bx STORAGE REQUIREMENT•ST INCH CF RLISC-r ecAI.E I'•10'-0' EN • Z C VOLUME OF STORAG`REQUIRED=CXIXA C WHERE G•(%IMPERVIOUS X 0.9).l%PERVIOUS X 03) 1,�, `o C=(0564 X 0:y•(0.436 X 03)•05201 •y •y X 2-6� .I X 1'-6' I•RAINFALL INTENSITY•I INGH/12•0E833' I I^ I IZ I 1...4.2 3M - A•AREA•5,000 SQ.FT. o 0 0 THEREFORE,REC JIRED VOLUME•0.5201 X 00E33 X 5,00•2.CUBIC FEET I I 14 ,-I I I O z I I I H C THE PROPOSED 6'D.X l'-b'W X 82'-6'L SWALE'C'ALON a THE NORTH PROPERTY LINE SHALL RETAIN ( I m Z 1 1 ',A. Y 1 1 I m Drown AVT'ROX 2345 CUBIC FEET WATER- OLL nl I al IO • W �' O kW COPE B 61 w 10 O � L7 I 3 ILL Project No. THEREFORE.VOLUME PROVIDED•.-2345 CUBIC FEET SLOPE 5� I W 2' SLOPE LL SL .w n I SLOPE LL SLOPE 'w 2015.39MARCO 3 �� \ CAD Fla No. SYMBOLS I 1 I I I /''\ I Oat COMPOSITE PLAN SYMBOLS LEGEND: A2: 41.0ALE 5CTION ,I ' A3: WALE SCTION CTION ' 11 A4: WALE SECTION 'I , swing ER 10,2015 NOT TO Y F Drawing No. P NOT TO=V�LE � NOT TO Y'bLE I I A '=Ail' EXLTING TOPOGRAPHY(GRADE)TO REMAIN•SEE SURVEY A2 . 1 A j• PROPOSED NEW TOPOGRAPHY(FINISH GRADE) © COPE ARCHITECTS,INC.,2015 • I 1 I 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 15 Ia`m"��16 I 17f • 1 13 I 14 I arBENDS'OTATE B05 AS REQUIRED S1)60.5 OR METER BOX BY CONTRACTOR, PAVEMENT 18'YNL I CDR N0.WAp4-1]W-ISNE% REFER TO STANDARD PETER BY CITY ' fi0X h ME(ACDNK PRODUCTS USES SHEET PRESSURE TEST UNIT N000 SCREW VENT SPRING �.eI I COVER MARKED'S SPL-2 FOR YEIER BOX BRASS CURB LSTOPBULBS WITH :i ry ii:is G GUIDE sTEll N Yy WYE BRANCH(NO TEE PROPERTY I ! EXPARSIM JOINT LOCKING RING(SEE - T N __ CCNFlCURED FITTINGS) LINE I YAIFRLLL STANDARD PRODUCT UST) REFER TO STANDARD BONNET SPEHWc RETAINER �� ALTERNATE: IPRODUCTS LISTS Y ADDIiIMK RISER AND BEND TO GRADED COLLAR POLYETHYLENE TUBING SHEET SPL-2 FOR POLYETHYLENE TUBING 01EIX SPRING POPE UP 70 R I W SODDED AREAS SM9/3108 ill METER BOX AND SDR9/3408 �j I p TX PER FOOT MIN. WHERE GREATER SEWER DEPTH PAVED SEE NOTE N0.1 COVER TYPES SHORT SEANCES '0'RING BALL SEAT({REO'0.) _ SURFACE�I I MLT VALVE BALL I REQ'0. ROTATE BEND /: ;�:�)�:��I'`-_ ti_ �•\`�\\I\�I• ScZ2NCEnVENT a5% ADMTr72(2 REO'D.) BRASS CURB STOPAS REWWED // ` '\\\�1 %\ METER BOX BT �I- �a�- $TRNGHr BALL vKVE I asc HOMIER I I- / / i% �'I�%/ (PROPERTY COTER CT qtt (s¢sr AROOUNG n G 15• (VEINY) - HI'• y LAY M /' MIN 6"PVC SDI 35 \1I • '\ LONG SERVICES - ATUBOVSE iWMSET WGEDHEST2. O M M UNDISTURBED SOIL .0• -_-_ A !e\-\ Y BRANCH BRASS PRODUCT UST) DISC HOLDER Z MAX. INVERTED THREADED ✓.. I WMPRESSIM -- 8'%14'S0.LONG (SEE STANDARD •-�V•� (SIX) f OUTLET-NO RHICHEA In W/1-/4 EACH SIDE �j PRODUCT UST) R/W LINE // GIEIX DISC MAN 5 FEET 1/8'PER FOOT MN. P.V.C.PLUG `I ) Pi► J ATERYNN CLEANOUT M EACH BRANCH • O b• 316 SS DOUBLE STRAP SCH.80 P.V.C.SLEEVE UNDER 316 SS DOUBLE STRAW SADDLE GUIDE SCREW VD-II-DULL 40 RAW SADDLE WITH BRASS PAVEY'T.TO EXTEND 5'BEYOND BCOY DISC DOUBLE SERVICE I MAKE SEANCE PVC CIEANOJT CORPORATION STOP(SEE WM STANG CORPORATION POTATM STOP PACKING U(CHECK) SANITARY THE EDGE OF PAVEMENT MAW CONNECTION AT STANDARD PRODUCT US (SEE STANDARD PRODUCT UST) 2 SenER R/W UNE PACKING NUT(2 O D) • � 6'MN.SEANCE TINE 4'-4s woo 4 -46 ELL NOTES: NOTES: 1 ACMITY LORE TEST COCK U flE0'D.) 18' I 1. SUCCTBUSE TAPS INTO THE WATER YNN SHALL BE SPACED A YWIYUY OF TB• 1. SUCCESSIVE TAPS INTO THE WATER MAW SHALL BE SPACED L (- A YINWUII OF 18'M CENTER. 4AK 1 R/W OR FASFYFNT LORE TO 2 SERVICE ONES SHALL NOT BE PLACED UNDER DRIVEWAYS 2. SEANCE UNFS SHALL NOT BE PLACED UNDER DRIVEWAYS L GRAVITY J. ALL 110108S REOVIRE A LOCNWG R9.RC C/R8 STOP TAm LOON RING(1'YWJ. 3. ALL METERS REDOIRE A LOCKING BRASS CURB STOP WITH TYPICAL IRRIGATION SYSTEM SANITARY SINGI F SERVICE 1 PROPERTY LIRE SEWER {. ND FIT1WG5 BETWEEN COHPOUTM STOP AND BRANCH AccMR1 Y. LOCH WING(I'YW.). ANTI-SIPHON PRESSURE TYPE SEWER MAW -�,I•I'� (� S YAJO4UM 902050E IFNGM 5 1W'TO LIFTER. VACUUM BREAKER 6'MIN.SEANCE LINE I Y MAXIMUM 4. NO FITTINGS BETWEEN CORPORATION STOP AND BRANCH - 6. CASING PIPE ED.SHALL BE SEANCE OA PINS 1'RADIUM. NOTES: 18' 1 I CLEANOUT 7. MIDI. BDID RADIUS M SEANCES STALL BE 14'ON ALL SERVICES BELHD 5. 4AXIMU4 SEANCE LENGTH IS 100'TO YETFA �R/W OR FAgYFHT LINE 6. CASING PIPE W.SHALL BE SERVICE 0.D.PINS 1'YWIMWI. 1.WATTS REGULATOR COMPANY OR EQUIVALENT. o PLUG TO RE4AW S PETER SZE TALL BE DETERMINED BY PUBLIC UTILITIES DEPT.UPON APPLICATION 7• YWWUM REND RADIUS ON SEANCES STALL 8E 14'. IA NOTE: 6'X 4'HARED►PVC REDUCER W PLACE UNTIL FOR SERVICE. ON ALL SERNGE-5 BENNO NETER. 2 VALVE SHALL MEET OR FYCFFD THE ASSE.BSAA AND REDO.FOR CONNECTION TO CHAT 9. ALL VALVES TO BE BALL VALVES U.SCF.REOUREMENTS K 1. SEANCE LITERALS STALL TERIIWATE INSIDE PROPERTY LINE A DEPOT SEANCES DAY.(DONUTS NOT ALLOWED) PLUMB.THANES 8. PETER SIZE ROLL BE DETERMWED BY PUBLIC ROUTES DEPT. OF 3 FEET AND MARKED WITH A 2.%4'TREATED STAKE CONNECTION 10.METER BOX SHALL BE PROVIDED AND WSOY BY CONTRACTOR. UPON A IDS TO AV BA SERVICE 3.USE 0 ALSO BE LISTED BY IAPYO(UPC). - K 2. QEANWT INSTALLATION SHALL BE PROPERTY DINNERS RESPMSBUTT 11.ALL STANDARD NOTES REGARDING PRFccuRF TEST UNIT AND PAVEMENT APPLY. 9. ALL VALVES TO 8E BALL VALVES 4.USE OF OTHER PIPE MATFINYS WITH APPROVAL OF DEPUTY DIR OF UTILITIES AND SHALL BE INSTALLED BY UCENSED PWIIBFR NOTE: SEE DETAIL PW 9.18 FOR FURTHER WFORYATM. 1. INVERTED BRASS CAP SHALL BE USED Al GRASS AREAS W LIEU OF CASTING AND 12 ABOVE CMFlGURATIM PAPPLIESLACED TO MULTI -OENT AT SINGLE FOLLY RESIDENCES 10. MEIER BOB SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. 5.ABOVE GRADE PIPING SHALL BE PVC OR COPPER. U 3. SEE DETAIL PW 21 FOR SEPARATION REQUIREMENTS COVE MI AR FOR DOUBLE SERVICES PLACED AT MULTI-FAMLY RESIDENCES THE TWO SERVICES 2. WNWUM DEPTH OF SEANCE LATERAL SHALL BE 3 FEEL SHALL BE PALLED VOIDS A DOUBLE METER BOX ANTi-SIPHON PRESSURE TYPE VACUUM BREAKER - SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL RESIDENTIAL CLEANOUT WW 5.1 TYPICAL DOUBLE SERVICE CONNECTION PW 9.2 TYPICAL SERVICE CONNECTION PW 9.1a PW 10.3 rTXw W •...PUI...A..I..,. U v J I I DRIVEW'2' ON. I I OR 12I WN. STEEL OR V' WHICHEVER IS GREATER 24'YAL WIDTH 2-WA EXTRA STHENGM FILTER FABRIC MOOD POST 01 J R/W b` -UNLESS WIDTH(2 Y) NEEDED WITHOUT MIRE MESH SUPPORT FENCE POST W O"1 (WOAD OR STEEL) W¢ r^ 11 SE SHOWN M PLANS FOR ADDITIONAL STRENGTH Q v I J.______-_-___- FILTER FABRIC MATERIAL CAN LU In 8E ATTACHED TO A 6-OUCH(MAX) FABRIC _ Fy v'NFD O2 I SCORED 4E MESH TARE SCREEN WO.HAS 1(.; (/� ISZ \6.5 ,. } STOUT BEEN FASTENED TO THE POSTS : .'rJ F1DW qq / v/ W r'% 8 \\ (3000 P.S.I. ;r+ . .n'•••_ / SO'MW. 11 1 •.`• •.' E%PAN90N CONCRETE IVAUC L,N /.:**,.,,^/'!.S: Fix, RUNOFF a.. >O F" :• 1-1/2'SAND BEDONG JOINT (4'LING) H: �'"• �/� / Ce ¢LL W H 12'COMPACTED SUBGRADE \ t I•�-�W • •/ / t'lo: ?W:'u;c:oPpe•.•�.te, 2 TO 98%PER AASHTO T-180 ',!/--+� N .0 i:�l' 1,: ;N�:+ate?; ;H:�;R;•54� �, n(=j }-( 90FWNK RAM' 'iiiiii � WT50E RIGHT R WAY 4'LIMFAOIX BASE i _ �i�1�j��YVSV��4•P��:�:�'� -ii b ,c:%-Vi.... 4;�01i•,,�� ���•• •f•001(J, W Q W •""<,/V;�F. �'"/'f'"...;ONO54,;� 8TFT.MAX SPAONG WMOUT WORE SUPPORT FENCE TRENCH.BURY BOTTOMOM / ,� :.•..•.•• •:•.' ��Gv.LP�cVCA Ce M IYl COMPACTED TO SBX PER AASHTO T-IB0. (// C;,,,o.,t" INSIDE RIGHT OF WAY 6'LIYEROCK BASE COMPACTED TO m ROPE,1 RX PER AASHTO T-1130 OR 1'FLOW-ABLE FILL(100 P.SL MIL) -(SAYE AS I OF • -s MOTOR COMPACTED AGGEGATE •P 13-OF FABRIC.AND b Q C iri g u) - {ROADWAY) /�-EPOAGVEE4Fl/T BACKFILL MATERIAL G $D4DWAY PAS 1L 1 111 / NOTES OTT PUBLIC ROAD W W an_RIGHT OF WAY E'UMEROC%BASE COMPACTED TO 1'-0' SII T FENCE SECTION SEX PER AASHTO T-1B0 OR 6'FLOW-ABLE FILL(100 PSL INN.) •I 1.THE HEIGHT O A SILT FENCE SHALL NOT EXCEED 36 INCHES(90 04. 1 Q e (�') 2.THE FILTER FABRIC SHALL BE PURCHASED IN A CONINUWS ROLL OUT TO THE LENGTH NOT ID SCALE 2 P PLAN OF THE BARRIER TO AVTXD THE USE OF JON1S THIS DET,4 • NOT USED I- 8-8- 6' NOTE: 3.POSTS SHAH BE SPACED A MAXIMUM OF ID FEET(3 4)APART AT THE BARRIER LOCATION F G PAVER I I I 2'RADIUS SDEWAL%SHALL BE CONSTRUCTED THROUGH DRIVEWAY. AND DRIVEN SEDIWIT INTO THE GROUND A YWWUY OF 12 INCHES(30 CM).WHEN EXTRA _____ 5 _-__ STRENGTH FABRIC IS USED WITHOUT THE WIRE SUPPORT FENCE POST SPACING SHALL NOT -I( � I �- EXCEED 6 FEET 1 8 Y PLACE THE END POST _� PCApNCRE7E a---` • ENT COLLAR (• __-- • m SNWW EXTEND 4.A TRENCH E?SAIALL00 BE EXGYAIED APPROXIMATELY 4 WCH£5(10 CY)RIDE MD 4 OUCHES p<THE SECOND FENCE UNDER ME 01 10 CMINSIDE THE END POST - NO INTENTIONAL SPACE 'o< - ( )DEEP ALONG THE LORE OF POSTS AND UPSLOpE FROM THE BARRIER. .R SPACE BETWEEN PAVERS -r 1-1/2' _ *an' BRIIXP. - y,1Np '.A 5.BEEN STANDARD STRENGTH THE FABRIC IS USDA A MIRE SMESHUS 4G5400SUPPORT FENCE SMELL OF ME FIRST FENCE N. m 8'sOLOr3R COURSE e Y • BEDOWG '•i ••••'":••:!'••.•'•.•••: :�.•:••'•••.-••. BE FASTENED SECURELY TO THE A)LO G.SIDE TOFIRES. THE POSTS USING HEAVY WIRE TARE STAPLES AT LEAST 1 INCH 25 INY LONG.TIE WILES,OR HOG RINGS. THE STALL ROTATE BOTH POSTS AT CONSTRUCTOR ENTRANCE STALL 1-1- ¢� ( ) _ LEAST 160 DECREES W A 7 0 - EXTEND INTO THE TRENCH A ABOVE THE OF 2 INCHES(5 CM)AND SHALL NOT EXTEND MORE j CREATES TIGHT SM TO CONSTRUCTED(FD ED AND CONTAIN AN A 'GATE C W = THAN 36 OUCHES(40 f]/)ABOVE mE ORIGINAL GROUND SURFACE. J CREATE A TACT SEAL LAYER(NOT AGGREGATE N0.1).AT a W C a OR T TYPE CURB J000 PS 6.THE STANDARD STRENGTH FILTER FABRIC STALL BE STAPLED OR WIRED TO THE FENCE DIRECTION OF RUNOFF WATERS EM THE FABRIC MATERIAL WIDTH OF THE VENICULM INGRESS AND F P. F6-INCHES THINK IT MUST EXTEND TO U)]m 0 AND 8 INCHES(20 CR)OF THE FABRIC SHALL BE OLTENDED INTO NNE TRENCH.THEG 0 CUTTER CONCRETE 11'COMPACTED FABRIC SHALL NOT EXTEND MORE TZAR 36 NOTES(90 CM)ABOVE IRE ORIOONAL ( 4 I DRIVE BOTH POSTS ABOUT EGRESS AREA U W 4 Z F • P SUBGRADE GROUND SURFACE -� 19 INCHES INTO THE U 1 - 4'WIEROOK BASE COMPACTED TO 96.%PER TO 91%PER GROUND AND BURY FLAP NOTE: AASTTO T-180 CUTS.RIGHT OF WAY. AAS1TO T-180 7.THE TRENCH SHALL BE BACKFSIED AND THE SCE COMPACTED OVER THE FILTER FABRIC W F CA i 6'UIIEROCK BASE COMPACTED TO 98X PER S PROEMS ALL PRECTS REOUME SUBMITTAL OF POLLUTION PREVENTION PLAT(PPP). N O Y IF OTT APPROVES PAVERS TO BE USED W MG LY LEU OF C AASHTO T-180 INSIDE RIGHT OF WAY. SSIDEWALK PAVER SHALL BE HLAND-STONE,45•HFRRWG 4'FLOW-ABLE FILL(100 P.51 MIN.) 9.ALL G PROJECTS 1 A OR YORE M N UST SUBMIT NOTICE OF INTENT(ND)TO EP. ATTACHING TWO SII T FFNCF :I; BAR HAR E RED/CCOAL,COLOR ILEXLX 12NOT TD SCALEWsoPAVER BRICK SECTION SECTION SILT FENCE INSTALLATION DETAIL D 9.1a - ABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1• z= E DETAIL RT 10.1 PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 Sheet 1 of 2Sheet 2 of SILT FENCE INSTALLATION DETAILETAIL D 9.1b Q INRW vmB E v • W��p CENTOIM mn1nm CYAN AND GRADE ! I 000 O.GRADE 20'D.I.P.MIN. a 5JBGRAOE u11 95X O < ii INLET FILTER INSTALLATION I UNLESS OTHERWISE 10'-0' f0'-0' J - WITHOUT FRAME AND GRATE • 'GE i/2' AASHDENSITY PER 1/1'PER FT.SLOPE SHOWN ' W RIS -, Rom, ,,.F� .r:: -='E�� = U O ,6%4_ EXISTING • TYPE'A' 'SECTION A-A PER SEI • 34S TB'INN.-"' �� ,r AS NECESSARY ERE SUPPORT-POLY.6a6',5/5 GA 49 0/100 FT. EXISTING EDGE 6'SOO h GRADE T11E FD.O.T. • DUCTILE IRON PIPE O WELD MIRE SUPPORT.EXTEND 6'INN.AT SEES OF PAVEMENT TOPSOIL ,A. i /��--'••R/W LINE SPE•.9 MSS SANITARY/STORM SEWER MAIN VARIES I 5'-0' / • 4 D (IF EXIST.) I I A �. L -- 6'MIN. __\\ TER FABRIC YA480% iL' ���� ■ : i 1 ._ P.C.A \ FOP. 1 `„ 1 `TPE' JOINT `� < SEWRE FILTER 1000C I P _ I¢ •RB RAMP • 2=1=R'G�'!= `\\�/�/ IS"FRAME AND ORATE .A. 2'OF 1'WASHED STONE ' PER FDOT •'fi'.KIWI PLAN (- - BACKFil1 AFTER \ ,/ (fiel0 mndifloR•+-3'-6' (REQUIRED CLAY W \ WOFX 304 1 4' �,,I.1/8' INSTALLATION Cr \ / a[west AREAS OF SUBSTANDARD I n = C WHET FILTER Y P•oPeno Me only) EXIST.EDGE g •� e PERCULATM AS DEIERMWED \/ 1� (field Canditlon.4-4,0' BY THE Ctt ENGINEER) OF PAVEHEN I 1/4'R. Mir ••• • 1/ R. MIP �_1A2• o ('` THIS i S `/ at (field property lines) 18' Zr , J. - e N G ETA NO USED A-:�.=%?- 41,•ff: O 0. !. N• e - --. sW • NOTES: a o0 4 SCALE a•AH9M T O - FLTER FABRIC -6' 532-11 •a-S .4 1.STORM AND SANITARY SEVERS CROSSING UNDER WATER MAINS SHALL BE LAID TO N 8]2-1.1 •O.T.S1D. TYPE�B• PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE N. 6'SOD 0 TOPSOIL TYPE•A• SPECI•TONS UPPER PIPE AND THE CROWN OF THE LOWER PIPE.WHERE TIES MINIMUM SEPARATION Drown NOT 10 SCALE -�'%�'��1!21'STARE CANNOT BE YNNTAWEO.THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER PIPE .a►sb. .IDEWALK JOIN JOINTS AND WRYER MAN JOINTS ARE EOUIDISTANT FROM POINT OF CROSSING WTH NO RW COPE NOTES NOTE LESS THAN(101 FEET BETWEEN ANY TWO JOINTS AND BOTH PIPES SHAH BE DIP.,AND 1.AU.SIDEW •SHALL BE CO45mUC at - DRIVEWAYS. THE IINIYUY TCAL SEPARATION SHALL BE 6 WOES.WHERE THERE IS NO ALTERNATIVE Project No. 8 1.CMTRACTER IS TO• INLET FILTER AFTER EVORY'ORM. SFT:TION 'A'-'A- 2.ALL 547 • S SHALL INCLUDE ADA COON- ANT RAMPS O INTERSECTIONS TOSE bEDTOIPIPEBESV1CROSEEN INNG AND JOINT WATER R MAN_,THE EHEE,CRI CRITERIA AAROSE SHALL BE 2015.39MIARCO 8 2 CONTRACTOR TO R.OW FABRIC.LIST PRIOR TO PAVING NOT TO SCALE AB Or IF WALK REWIRED AND BOTH PIPES SHALL BE CLASS 52 DIP.IRRESPECTIVE OF SEPARATION. CAD File No. TABLE OF IDEWALK JOINTS 0.1P.IS NOT RECUREO FOR STOW SEWERS THICKNES - T• SITEPLAN A SEDIMENT U.BE EXCAVATED RE19ND IRE CURB AT T. THE BASIN2 MAINTAIN 10)FEETT HORIZONTAL DISTANCE BETWEEN WATER MAW MD STORM OR BE AT Y T 12 TO 14 OUCHES W DEPTH.APPROXIMATELY •INCH.IN WIDTH RESLOcT171A1 a' TYPE LOG • SANITARY YAW,AS A YRIIIU4. Dote AND APPROIO TELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE W' NOTE' AT O TO O' •SS-STREETS 6'.8 P.C.AND P.T.• CURVES 3.FORCE MAN CROSSING WATER MAW SHALL S LAID TO PROVIDE A MESS VERTICAL DECEMBER 10,201$ AT DRIVEWA . OTHER AREAS pt. 'A' JUNCTION OF a.:TNG h INSTANCE OF 18 INCHES BETWEEN THE OUTSIDE OF THE FORCE 4NN AND THE OUTSIDE - STORM W 'WILL REACH ME SEDIMENT TRAP NA CURD CUTS ADJACEN TO EACH 1. CONTRACTOR TO REPLACE ALL IRRIGATION.TREES A SHRUBBERY NOT 10 SCALE TAB OF SIDEWALK NEW SIDEWALKS,�EVERT]O' OR THE WATER PAIN WITH WATER MAIN CROSSING OVER FORCE MAN. Drawing No. SIDE OF -INLET STRUCTURE THESE OPENINGS SHALL BE AT LEAST 12 •ES IN W SOURCES DAMAGED DURING CONSTRUCTOR. •IDTHS - -W 5'-0'CENTER TO TERM 4.SEWER SERVICE LATERALS gg11ALL CROSS UNDER WA MANS ROTH A YINWUY VERTICAL LEND . STORY WATER MAY ALSO REACH ME BASIN VIA OVERLAND FLOW •'D AREA .B. SIDEWALKS SCORED D LNG SEPARATION OF EIGHTEEN(1 INCHES. IF UGMIFEN�18?OUCHES VERTICAL SEPARATION D THE CURB. THE CURB COTS SHALL BE REPAIRED WHEN THE SEDIMENT AP IN SIN•. FAIRLY AREAS !5' PLACEMENT OR SAWCU MIN CANNOT BE SOB SORTS ED,MEN THE WATERMAN SHALL B_D.I.P.AND ME SANITARY A " OWED- MU -FAMILY AREAS !5' kHERWSS OF ALI(�5 INKS C-900 SDR18 OR BETTER AND ME MINN.SEPARATION SHALL BE y%(6) TYPICAL MAIL BOX RELOCATION , • ER AREAS AS SPEG1ED BY THE CONCRETE CURBS DRIVEWA 5.WHEN IT IS NOT POSSIBLE FOR THE WATER YAW TO CROSS OVER THY SEWER SEANCE A C111 •ET ENGINEER U MD SWR STRUCTURES. LATERAL A MINIM UM VERTICAL SEPARATION OF AT LEAST TWELVE((12 EDDIES MUST BE AND 6' SODDED SWALE DETAIL - MANTAWED.THE WATERMAN STALL BE DIP.AND THE SEVER LATERAL STALL BE INLET FILTER DETAIL D 8.1 SWALE REPLACEMENT DETAIL D10.1 DETAIL D 10.2 SIDEWALK CONSTRUCTION RT 5.1 C-900 SOR-18 OR BETER- WATER MAIN & SEWER CONFLICT DETAIL PW 2.1 _ of 1 I 2 I 3 I 4 I 5 I 6 I 7 ( 8 I 9 I 10 I 11 I 12 I 13 I 14 I Iffik VW N - I I I .,_(11'i=4,1H, I 1 lalli ly 1`. 1 l i l l,l;q., ul it '111 1T, IT:,:i•„_ o M GUEST 5T �i I �i g —WALK IN_C - - 1 - - I NEW RESIDENCE 1ST FLOOR AREA: a; - LIVING AREA(UNDER AIR): +-1,418 5Q.FT. 2 J I - - - - SUB-TOTAL(N TUNREA DER AI): +4-4MI 62 SQ.FT. I IF -� BEDROOM I COVERED ENTRY: 4-72 SQ.FT. (NOT INCLUDING OVERHANG) /� r I�/� I COVERED REAR PORCH: 4-I88 SQ.FT. (NOT INCLUDING OVERHANG) L p�GLIES ' 1 +-14'-0.A+-15'-8' GRAND TOTAL(ALL)AREA: +-240 5Q.FT. RES —. �_I *III I I `N& GRAND TOTAL(ALL)1ST FLR.AREA:4-2,120 SQ.FT. — — —s - W�IB�16 -I'a. _ T1— ® -y- i. _ _ a K U I ) = t..■■�1.w, w — — _ LINEN — F — — UEell,t m U Th t u�hr■.AL , �� w m _ 0 W I \MI MMIIIIIIIIIIIIIM ,. MINw>n ce d I = "" O ' 0 p^= O H I 71 Ot I 70 - UILW 1 _ 1 h IT Q�Q} I I I LIVING 1 �, ^q E W r I — — _ >,. . _ ROOM --_~ =j at o I =' = G I I Y I IL _,1 o _-& 'KITCHEN — U m .4 I ,0 n )""r 13 W4„ I I I — _ >p o cnZP = • F SI L,_ _ i >M• a I:, WALL LEGEND: I-�o 2 fa F \\ // �I NEW CHU WALL 1�/ItIn I W W m I V4P 1 1�1 1HTER108 NON-TOAD BEARING PAATTRON Q G ENTRY/ W 21-CAR I FOYER _ w }o o E VRAGE � -i ll // \\ SYMBOLS LEGEND: o � NI L I®Il� cpwuu� OF WINDOW TYPE,SEE samouLE iEDULE F ! I 1 ElIF \ I ® WINDOW PRESSURES(PSF.) 'l= -- O E . \ I es(� DOOR PRESSURESCI.S.F.) D000.PRESSURES(PS.FJ 1-2 /_ \ ss 1 ARCHITECTURAL FLOOR PLAN / \J f 1 WALEv4•-r-e' z ram! nl ®IlI ' .5-.2.N ei— Drown RW COPE Project No. 2015.39MARCO B CAD File No. I— NEW 1ST FLR.PLAN . Date DECEMBER 10,2015 All Drawing No. A5.0 A3 . 0 0...COPE ARCHITECTS.INC.,2015A 1 2 ' 3 I 4 I 5 I 6 I �Q amc,.�u s. of 7 I 8 I 9 I 10 1 11 I 12 I 13 I 14 1, 1 i 2 I I All A5.0 N S I\ \ I. - 1 I.-- ` I 1 ..-.,.,I '^ // \ // 1) 4 NEW RESIDENCE 1ST FLOOR AREA: \ // / UNDER AIR): GARAGE(ING SNOT UNDER AIR): + 3�462 SSQQ.Fi. z \\ GUEST /// CUES SUB-TOTAL AREA(ABOVE): 4-1,880 SQ.FT. \BED GUEST 1// //`B7'UATV� COVERED REAR POACH i 160 SSQQ.Fr. (NOT INCLUDING OVERHANG) (NOT INCLUDING OVERHANG) L \ // / GRAND TOTAL(ALL)AREA: +•240 SQ.FT. \ // GRAND TOTAL(ALL)1ST FLA AREA:+-2,120 SQ.FT. -L)J / I— / / / 2:>‹: NEW RESIDENCE 2ND FLOOR AREA: n - f_ _ e _ _ J- LIVING AREA(UNDER AIR): +-1,406 SQ.FT. O v Al A - REAR COVERED BALCONY: +-126 SQ.FT. Q �L.VV /// SIDE COVERED BALCONY: +-112 SQ.FT. 13 *JEST / i T / / SUB-TOTAL 81 2ND FLOOR: 4-1,644 SQ.FT. - K Ui C� . /� EST 1 1 A�T}� / GRAND TOTAL FLOOR AREA: z �' ' LIVING AREA(UNDER AIR): +--2,824 SQ.FT. ,`1a\ GARAGE(NOT UNDER AIR): +•824 SQ.FT. S ® �,J I SUB-TOTAL AREA(ABOVE): +-3.286 SQ.FT. LLI BED • COVERED 1ST FEB.ENTRY: Y 72 SQ.FT. (NOT INCLUDING OVERHANG) Z mm J COVERED 1ST FL0.REAR BALCONY : +-126 SQ.FT. (NOT INCLUDING OVERHANG) / COVERED 2ND FEB..REAR BALCONY: t 1 SQ.FT. (NOT INCLUDING OVERHANG) Z / COVERED 2ND FLA SIDE BALCONY: +•112 32 SQ.FT. (NOT INCLUDING OVERHANG) 0 SUB-TOTAL COVER +-ED AREA: 478 SQ.FT. 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IIIIIIII1111 ff i 11 MII =II s TOP cf NEW zxo Flw54l FLOOR 111..P. : I _ - TOP CF NEuI MT CEILING tl II tl tl n tl tl ELEV..-a-m —._ IIIIIIIIIIIIIII i C TOP.4 NEL! TRAt BOB —_ I tl tl n n n n n tl tl• c F1EY..-6,_e• TOP GF TL�1U ler LL@iDOIU FF..AD — — ki cn - �NRIERIftO� � � II It = __ _'n • Drawn T J♦I RW COPE B F1.EV..-m'-m' (.- 'NGVD tomL�h_m_n_et_N h+ Project ND. TOP OF NEW 1ST FII O5N FLOOR _ IIlk >7 2015.39MARC0 B - EXISTING FIN AE 0 REMAIN CAD Flle No. I 1 I ELEVATIONS ELEY.-2.-S• { Date .1' __. . i<__.—_.__._._____._._._ TOP OF t@11 GARAGE 11N18F{FLOOR DECEMBER 10,2015 Drawing No. Al3 I I A NORTh-I ELEVATION A6 . 0 " SCALE: 1/4" = i'-0" c COPE ARCHITECTS.INC., 2015 1.1 ,,I.Ccalake I i aI: of 1 I 2 I I 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 i 1 I 2 I 3 I 4 I 5 I 6 I 7 8 1 9 I 10 1 11 I 12 I 13 14 I DOOR DOOR FRAME REMARKS WINDOW DOOR DOOR/SASH DOOR/WINDOW FRAME REMARKS GENERAL NOTE: W. H. GL.THK. DETAILS GENERAL NOTE: N NO NO SIZE ROOM R.D. R.O. MIN. TYP. MAT. FIN. MULMAT.FIN.HDW.LBL AU DETAILS SHOWN ON THIS SHEET H.J. J.S, UNLESS OTHERWISE SPECIFIED N A 3'-0'X 6'-9' ENTRY •+-40' •+-82' NA 0 O I O ---- O O CD- (STAINMAHOGANY)DOOR W/ IMPACT RESISTANT CUSTOM DESIGNED WOOD GRADE • *ASSEMBLY:SOLID MAHOGONAY WOOD D000.W/COPP�RIHRESHOLD COPPER THRESHOLD,CUSTOM OIL GIRDED BRONZE HINGES&HARDWARE,ETC.-AS SELECTED EST OWNER -11 B PR 2-6'X 6'-B' GALLERY +-5'-2' +-8'-9' 7/16'TEMP. 2 ___ IMPACT RE ISTKNT IUL) O O - O O O_- IMPACT RESISTANT ALUMINUM FRENCH DOOR(10 LITE)WI OPF9Aw P TRANSOMS ABOVE M. N oM V1 A (OBL)SINGLE HUNG GUEST BEDROOM *66' +-Si' 7/16'TEMP. O O O ---- (,D®c. )-- INTACT RESISTANT(DOUBLE)SINGLE HUNG WINDOW:MODULAR WINDOW,W/LOW E GLASS E B SINGLE HUNG VARIOUS MACES t33• +-51' 7/16'TEMP. O O O ---- ®®1:. .1-- IMPACT RESISTANT SINGLE HUNG WINDOW:MODULAR WINDOW,W/LOWE GLASS C PORTHOLE LIVING ROOH/BATHRM. +-29' +-29' 7/16'TEMP. O O O ---- ®® -- IMPACT RESISTANT FIXED PORTHOLE(NAUTICAL)WINDOW:MODULAR WINDOW,W/LOW E GLASS 2- O (DOL)SINGLE HUNG BONUS ROOM 166' +-75' 7/16'TEMP. O O O ---- ®®(: )-- IMPACT RESISTANT(DOUBLE)SINGLE HUNG WINDOW:W/OPUOOSI F TRANSOM&LOW E GLASS E SINGLE HUNG BONUS ROOM I.-33' +-75. 7/16'TEMP. O O O ---- ®CD) -- IMPACT RESISTANT SINGLE HUNG WINDOW:W/OPERABLE TRANSOM&LOWE GLASS L F FIXED PANEL:SERIFS ER I PRY 1-162' +-105' 7/16'TEMP. O CD O ---- O CD) -- IMPACT RESISTANT FIXED FULL HEIGHT SIDELTTE:W/OPFPA.F TRANSOM T.LOW E GLASS G FIXED PANEL LIVING ROOM +-32' P-81' 7/16'TEMP. TO ES) E) ---- E..) -- IMPACT RESISTANT FIXED RILL HEIGHT SIDELTTE W/LOW E GLASS L H FIXED CUPOLA +-32' +-26' 7/16'TEMP. • O O ---- ®®( )-- FACT RESISTANT FIXED WINDOW:MODULAR WINDOW,W/LOW E GLASS I:, K GENERAL NOTES : 3K U 1.WINDOW MANUFACTURER:'SIW',SERIES 2385N,'SENIINEL•WINDOWS 6450 DOORS,IMPACT RESISTANT-'OR EQUAL'AS DETERMINED BY OWNER INSTALLATION DF'51W'PRODUCTS,INCLUDING SIZING OF ROUGH OPENING,METHOD OF ATTACHMENT,FASTENER SELECTION, - AND CODE COP PLIANCE IS THE SOLE RESPONSIBILITY OF THE OWNER AND GENERAL CONTRACTOR. 2.GENERAL CONTRACTOR TO CONFIRM AU.ROUGH OPENING SIZES WITH MANUFACTURER PRIOR TO COMMENCEMENT OF WORX U)/� J (L Cr) / r.6' / 6-C' -/ 5-5 f- / r-B / • r-4' B,•6' U v — I'40 4, 7i' / / / rn Z m / I Imo' / \ 1d I z o LLI _ i ■ OPERABLE TRANSOM.7YP. �.J OPFPani F TRANSOM,TYP: \ \ H>Ds J - �\ \ \ -'.•---4— DIN.MUNTINS,TIP. \ \811. R\ Lij O Q H o . I I I WHITE W/LOW ALUMINUM ®® ;, _ w = FRAME W/ E O Q H __ I GLASS,TIP. B —I\\ C I T. 4 ' TIWRITE ALUMINUM q -W U.N.D. 'T -Q' w U I FRAME W/LOWE 4 M813> _ UM - I mac— \ GLASS.TYP. �.o cc.(-2, i. �I} / —I —� T""• 1 1 U.N.O. 0 1 ( Q — J A8 'P Z 110 A8.0 w TOP( FINISH FLOOR' \ \ \� \ \ \i. ^\ \ \ -\ \ \ W 0 -!_ I O E> O O O I-- c G ENTRY DOOR PAIR FRENCH DOORS (DSU SINGLE HUNG SINGLE HUNG NAUTICAL FIXED (DEL)51 LE HIAIG _ • F. Es /VARIER/ / 5'-� / II / 2�,6, 7i. I,j. I,�. I.�./*/ / / / f 1Z-1 V — Q " IFYwa o F 7i' 1�■ I. 1 OgE L soM,TYP. Iv,-ZM 4 TB', F \ f r PAINT GRADE POPLAR CASING;iM109(11/4'X 3 1/2') \ IN M1 ia SIC U w Q t AS SUPPLIED BY R.A.V.MILLWORK,BOYNTON BEACH-L800-336-1994 4 -�' PAINT GRADE WOOD DOOR AND FRAME GENERAL NOTE' f N. DIM. ,- IR \ (DER 55 MA E•'BY PALM CIY MILLWORK,INC,PALM C1TY-1-772-270116 / V 10 o 'T 1-- (— omNo wIL 50 1 0 0 Z=. • oF-HARDWARE AS ELECTED BY OWNER • a s •D Z 2-PIECE PAINT'RADE POPLAR BASF.54SIX10 W/CHAMFER TOP EDGE& M61 CAP \ / ti 111 N D 2 w E AS SUPPLIED B RAN.MILLWORK,BASE; BEACH-1-800-336-1994 \ .i G F L ...... , ��_ \ j \ �U iM •P•F' FLOOR \ \ \ W j} F E O 0 0 © U o - FALSE LOUVER DOOR PR FALSE LOUVER D SING c HUNG FIXED PANE S:IN SERIES FIXED PANEL FIXED D G1 INTERIOR OOR SCHEDULE D / IN o'.2 v_o o •..o 4 a- Drawn 0Project No. 2015.39MARCO B CAD Elie No. WINDOW SCHEDULE Dote • DECEMBER 10,2015 Drawing No. A Cl ROOM FINISH SCHEDULE H8 EXTERIOR DOOR AND WINDOW SCHEDULE A7 , O A © COPE MCHITECTS,INC.,2015 of 1 I 2 I 3 I 4 6 7 8 I 9 I 10 I 11 I 12 I 13 I 14 :� r — • REVIBIONB BY NarirH SCO17141P L.'", EXISTINC, TEE SuRVEY -----1...._.,__. __ PRQfOS-ED— PLANTING . _PLAN. PLANTING KEY--- 55 SE 7 AVE, NORTH LOT . :t SAW PAL.m LEFT A3 t5 '-• '- A'4Tt94N•TRGE svftvCY. :' .. - REMAIN •. • -I� © ,- i rrY ' 0 0 HEY SCIENTIFIC NAME COMMON NAME CTYi HT SP REMARKS • ' -40 SA Al �'' 'I!! © AA Adonidlamemlw AdonidlaPalm 1 12'-14'OA double . •,ei,„y" ems, -;o.:.r,,._.,. Amor, AAA Adonidu mudlW Adonidla Palm 2 12'-14'OA Triple 7'Cr nr�1.�L .�FF�� r -•+— ! �`�^ �p•�`[� 9�ii1, a'fI 6•• a'r • � - ALL Pbnenta dbda Allspice 3 5' I r.IGI-aQYF� I . I 1 �� - ,; ���' t _`��� •�� 0 AVO Persea amerkaru Avando 1 6'-8' I late blooming variety QUEE P ` ♦r.. 1 •�i;, ... BC Mlp gha eUba Barbados Cherry 4 x'•3'nt I ♦ . H kLM . 1'SADgL. PALM LoeAnn �. BIRD Strellala nlrolal White Bud of Paradise 2 6' 1 TRE>`5%3''a tS'ASP ;TR�i •,g 0 i, 0 BOUG Bougainvillea sp. - Bougainvillea 4 4'-5' Ion trellis,color by owner LL- Qr QQ RELOCATED 5A9AL-6+V - Sl/RvBY .� an' °. L,Ir I ' • © Mira .:3 ® CAP Soheffletaarboricola'Gold Capella' Gold Capella 15 30' _ • A'i�arl�6i'< •1`� 0 v - 'el . CO Ca ub wa a boreuans EdibleCotfee 6 2' U ♦ r Agli g' tt_ •' COF Pryrhotrla nervosa Wild Coffee 12 18,24' ; 0 �a ©E�-. ��• Y I CP Chrysohalanuskaro'Red Tip' Coraplum 6 3' 2' I tea'`';0. S;/41: r 4'r_a� q01 -1 t 7 FIR Hamella patens Fuebush 16 30" RE/naiN---ems r� ©a► a. _. r i.�f m SABAL I :EXisTincj SABAh'PALM'16 AAA+ . 1,m�. =^ f c FIS Oyotam s Fishtail Palm s b'•1o' a' • AS P8R-mEE sviw Y SHGErL I M11 _t+f���j • FP Foresden segre8ab Florida P vet 3 8' B&B . I 0- ILaf • --J�-:: 4 _- ._. a:\yPr.�gaZ„i( GIN Alpinla purpunta Red Ginger 6 4' I ur �J>!v y"ia r- - ;L7ny HC Chrysobalanus!aro'Horizontal' Horizontal Cocoplum 33 G. 14" si. (� (( - ` p r�©' =S1... �qq .1 • NEL Heliconia app. Labeler Claw 5 4' ..__I © () as �'. 1, P 5E,L.W. cL 1' ILEX Ilea vomItoda'td,Blingt Dwarf' SdtWings Dwarf Holly 12 18" 18"I W ,- • �rl�__- ; j.j(7f'r)- �� 110 tiex ordon Dahoon Holy 1 32' 3'•4'I• 0 r l- I ��� '- "' . •:rsi-in JAM ICapparls ynoPhagophon lamka Caper 2 7-8' full to ground Cr FUTURE .v ®• .cam 1 "-� '4 IC ICappariscynophallophon lamlaUper 18 18"•24" fWtngound L 7 •-74__. l Oar- isil MAN IMn ila fe,.. ,qrAtt, ay IThrInair ral Key Thatch Pawn I 1 B'-9' early bbomn B&B ~ 7"DEEP SW 11�`�'�'e+ '� .!,- �i4 MG IMuhlenlottis opWaru Mudhby Grass Red 134 16" SD TT-�I ORC ISpathoglo[tis Pilate Ground Orchid 140 12" 12'purple STORY r-,- J 0. i,-._-- -•_ 1 y •`�� PEP IPepperomie oMusllolla PePDaromla 120 6' 8" PI RESIDENCE -, r y'WooO PIN Pinus ellioel donna South Florida Slash Pine 111 0 �F� 7,�•1�z,� `i� L 'IClMT Net REU Ruellia brittoniana Purple Showers E 5 1a• Alternatives welcome l.L • °e- i' 1--{- -l4'_'---.-, AL 4 I SAS Sabal palmetto Sabal Palm 8 114%18'•22'OA O _ ,:.. �.ay,:-T.y:>3r :ar_i,: Qr far SAW Serona repent Saw Palmetto 8 30' 3D'lSBrer 'ti _ Ga" - ta_t - SIM Myrdanthes Pagans Simpson Stopper I 2 I 6'-a' fuB to ground LZ) st I i • 6, - - ®•i_? ®i 55 Myrdanthes fragrans SinW000 Stopper 3 4' IFo l/Multi trunk - , I- w1i Aak AIL Y Cananga odorata Slang Slang 1 12' l .- •-LJ• 4,1 © ®�- . .^' ZAM Zamia floridana Coontle 2 16"I FMF '' • v RTY OXE ARECh Li Q. �. r A . 9 .� :.:iF1 gA' l - l . m t-5. 4L P{tLM3 a - • Q..�7 _jilts 0 �-. `017 •VEI v,.,•`.1 PATIO t,, PP wjc? w 1-- RgLOCATEP <■. ;�I = CMU WALL ^ • FVTL,R_ kra�5� µgm ...oh, POOL PLANTING NOTES: Ltd 1._ �— Pool RELOCATED:SABgL IA �, �� // FUTURE W. am AIL ',isea Ez Lfl W DRIVE TRAI{SPL4NPi'D SASALtG'- ' r Ir1 Om ///tea! % " _ - All plant materials shall conform to the standards for Florida No. 1 or better as �` z ' j�f%/�� � //t�� r at given in Grades and STandards for Nursery Plants Part I. 1963 and Part II, CO .. (s r"A• r'••s•' 1 State of Florida. Deportment of Agriculture, Tallahassee. 4' a kr ® ..ate e LLI 0Q-- `jam`,, © t��9 _ 1 The Contractor shall remove and store, in an area approved by the Landscape Architect, any existing plant material to be relocated. The plant material shall be U Elf EzrSTINft SgEAL To REMAIN rr stored and maintained for the duration of the augment construction and untA the � , - A�� 9�wwO proposed planting areas are ready for planting.p OC• VISIBILITY TAVIN41£ . �r' �!'"�'p��� Pxxat FENCE TAKEN'FRaM THE NEW'' (-SIDEWA)_4K-► "- All landscape areas shall be Irrigated by an automatic system to provide a L.0 U - -----• --------- , _ © 0 © minimum of 150%coverage. Q 5 ULTIp447' RIgf1T efWAY © V5/ W' W U SE 7'1` AVE All trees and shrubs shall be mulched with a minimum of 3' Z Z NORTH 5OUTI-1 e Cypress like mulch. Sf:ALE 1w=10' Contractor is responsible for locating all underground utilities prior to OC JIli < r Installation of planting materials to avoid damage. . H NORTH SE f AVE SOUTH > LANDSCAPECALLLAT10Ns I ! Contractor is to furnish all materials, equipment, labor and plants as required to O n SINGLE FAMILY ! install the proposed planting as indicated on the landscape plans. r Q SCALE 1"= 10" Proposed 2 Story House NORTH LOT I .__I • A ITotal Lot Area 15000. S.F. All trees are to be staked and/or guyed as indicated on the planting details. 'Structures, ' I - EXIST1�(G TREE KEY B IP I pAlleat, plant approved to be it and with a sand. of his eed Florida a !Walkways,etc. I 3237i S.F. peat, 1/3 approved topsoil and 1/3 clean sand. To this mixture add 15 pounds �`(.'J� Q Total Pervious > (J CLot Araa1 I of 6-6-6 fertilizer per cubic yard. Thoroughly mix all parts prior to placing cC Areaashnw r7s3, S.F. • In plant pits. lyj SYMBOL TREE O and I 1 - • Z. . GrWrwwvere ' The Contractor shall lay out the locations of the plant beds and contact the Required 357!S.F. Landscape Architect for approval before the installation of the plant LLS A 5ABgL PALM IS OA REMAIN AS 15 Area of Shrubs ; 1 material. The Landscape Architect may adjust the location of the plants before ��- Li E and I ! planting. _J_ 8 5ASA.- PALM - LD 0A- PIEl-OCATE ON SITE Groundooya" a Provided 17801 S.F. All quantities on the plans are intended as a guide and shall be verified by the H. •__.1 c0 Natve Contractor with a comprehensive plant take-off. Should any discrepancies G SA UI PALM 30'OA RELOCATE OK SITE F Vegetation I occur, the Landscape Architect Is to be notified for clarification prior to Required I B0• . S.F.Nativ bidding. p D MEGA PALM I8 OA PIEMOVE a Vegetation. • • --- - Provided yool S.F. Any existing plant material to remain shall be protected during construction with E SAbAL PALM 20'O4 REMAIN H Total Number of I a physical barrier to be approved by the Landscape Architect. • DRAWN Trees Etlsting oral a CHECKED F 0UEEN PALM 1a'OP, REMOVE ' I Total Number of' e _ Trees Required 2I ATE G 5ABAL- PftL.M a0'OA- REMf1Ihf Treesootal Planmber $-I`-l� J Trees on Plan • Provided I 7:_ i eCALE i Total Number of I 1"-So' Native Trees .Cos uo- . 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I t RES B •- CHIMNEY ID MATCH DOSE HISTORIC RESDENCE E 'FYPON'OUi1DO1CFXS,TCPIIAL --j-- • 12 I,. I is .(MATCH,OR COMPLDUM.ALL DrSLC.N DETAILS) V CI,Ti1NUO:tS STUCCO FRIEZE BAND,TY➢1 _ I. ! IJ Rl L-V.-21'40 -1]• _C�- -t .p A --.11--,1 p .-t�-_� a a . [1, [f --- E. TCP O�aii®11a>a iY.R c�t.fHb.--.-_...___ ,^ --. •-- . _ i ' ELEV...7O•-C ! ... .IHElNY-IMB9L WOOD BRAIXE7m IXTBID®AOOF OL�P.+..�• — - •• - ...: : : TOP CF* 19�7 PLR;Li.b UFEAD _._.___. ��� l��� � s� _ •{su NUTSHOPDMMONCS FOR APPROVAL) ______,.. __• _ - -- _ • ___ Imo- ni----._-111 -k,, , • P� I _ A. _ —� I _ HEAVYTIMBEA}V000 BRAG TO SUPPORT exnw ED ROOF OVERKWG ---- I { -- --•- j♦ - - 'I _ tsuBMiTSi10PORAW1J s'•'APPIU VAL1 ` _I --- -Jt— • . __ _. EiSPIIGLDIPACT.R�.SfANTwW , 2 _ - _-- i 1c ICDVIC DOW VP.OF -::SfOLLT)CAPBDARD••. •TOHB==C tiltoRfCRFSIreKE.TYPICA4 >R ! - - - ---- - -----------D=J.- ! tl♦ � �� '�—' - - .--- w�AsA1FxwEO�Br ONE UEACIUREDOIPDu L . 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C7 f�l- - 11 _ _ :C ` _�--DCLSTTNG wood smwGAwD -� .:!A:. . INOMINIIIIIII _ _ _ xFSToa�,YYP. STAIBEOGYPRESS VENEER=IMPACT RLSISTANr GARAGE 'i.?-1'ff- trilli I '`4 - = I-- - I- - I _ 1 ----- ---- i Z o-- mr.NI um . _ . . h7P' taautat - . • r . ��.� _ -II --- ', `a i� 1vr, PJOST]NG FINISH GRADEaD REMAIN,TYPICAL-----•. �gi — 4111' AM! ;21111'LlMiL\ � ""---- --=---• mom . .,;::-:. -_,} :-.'T :=.r:•:.5.^._�_� _ zj E90BTD?G BNLSH GRA.R.m... N, ice'c Feu .- •.. Lu 6 > ISTUCCO w•ATERMARN op BASE OF RBICWGF TYPICAL STPJS UP TO EMT+POROVIAHCING . E l.L>d J ft I 1 I � W o A6 COMPOSITE STREET -(SE- 171-1 AVE.) ELEVATION �: to ca Li) e-air.Ito'R r-:ei Q to} 2 _ 2 _I 00 c 1 ' I E !Li " �. t i► i'- I 'GENE— NOTES: I f H G .. • r�� � T -' y _ / _ .-.-. GENERAL HATBLW_DE'SOIIPIION aNOTATIOTS ARE RNT9 'CON575TANTON BOTH - eoil� r' �, • I RESIDENCES&CALLED OUT ONAS/A7A U/DETAIL T,IEY ARE APPLICABLE TO ALL OTHER ELEVATIONS. ! N poPPP7 F ' 1 n ;j �:;4 I vi z ,ta�,•.zra• 3i _ TOP[1R NE71141m FM:CYfD'NG. .. .: - .-_ = .Wig._..-Cl.._ t! j1_.-Il:-.__C� i W¢ g k T TC�P'LP 186.'4�19-R wh)DCtil:l /iD---��'� -. -.--. I F-2 0 --- --a lit .1_ Q�h E _ '.4. Q E 1 - E �� • IIII liii - ° o - i TOPCF NEwan F24444 111..COR' — ' ii [..-.—_ IE f} a :f TOP OFtED IST PLR�LLdYi a .�.- _-ta___ • I)ELEV.M•-o` I V' TOP OP tasimocOLY TR..4aZi't-- -• TOP LF I.EW 16Tfi:R BRi�OIU iYs,AD I IA-- ] F ' . ___I IN I • C :.‘k "I.• ' tt C YTOP CF NEW{ST FIN16M FLOOR -- ii • --.,•' an 1 - = 1 T. �s I N. •- D,awn RR COPE • FOroject.No. 1 Al REAR ELEVATION4._ Oczy) .....„i EWELEVATIONS pate 1 AUGUST 10,2015 A Drawing No. A1A____.... I\i 11V I A6. O A © CAPE XA O>F.-C1S.'O"'2015 I ] w.:I.e�macsisms sas masa..og swamp...ma — of 1 2' I .5. i 4 1 5 I 6. 1 / 8 1 9ii I 1 U 1 1 1 1 12 1 1.5 t 14 _ 1 I 2 I I - N GENERAL NOTES: 1.VENERAL MATERIALDESCRIPIION A NOTATECALSARE(THEORETICALLY)CONSISTAHT GA ROM ��� r ��` RESIDENCES A CALLED CAR ON A6/A7.0 N DETAIL THEY ARE APPIIGb(E TO ALL OTHER ELEVATIONS. 11 ,MI MOM_ ■iiiiiii. . • '' - ---_,._ _ i i i i - All! �. 7- ELET.•-2m'-m• ■ i iirrMu --I -_iCa. 1-1 _ate. '/r` � IIIJrrI:Iiitiiiiii 1 iioiiiI! iiii ,•TOr Q NEW 2m �. FLOOR In �AA __ 4, 1 K = YTOPOr NEW EST ------��.iita a n �- _ ,•TOraIEW / ■ _ _ _•Tor at'EW 16TT T.Irk I F _1_ I_ FHIIiFIFIflIi il -- —1— _MiliM I FEIJ — 4� I I I z m z J IIIII ;4o YTOP Cr NEW 16T~'r V.- -� _ _ _ .. _ Q ui IT I-- i I CQ 1--•1 Q Q - imammimm ,' IRM z p Wa. 1d<S -J H I Or-= Q H AS RIGHT SIDE rBOUTH) ELEVATION �m W .Y....V4•.Fe Lny a _ W _ in 1 / \ r' G F L.,:e Arien -4-21:101 4(1 ! 44zt i. zLi i''' F 0 n n n n n �\\I\�\ ~��i F FD e TGlaNEW 2+a nee QD.,n a a a n a a a n ��z: __ _____1_, 2 J Tor a NEW 2JD 1}R MOau MAD -'_�------- -•� = T ® ® I ® I m I IS s-_ I m ® 111 1 ... , :: E .- m gi - a III Q„a E s - -�1---`_�-- a - r O I 8 U p ELEV.4-12.-ge _ I, rr.dir' 111 0 TOP OF NEW 210 Fr FLOOR I `- ELEV...10'_a D C Di OF NEW 1ST R CE LIP0 --- 'n n n n n II MR D ;� :ELEv.w m IIIIIIIlIIIIII ' i j TOP.f V•NEW WtN00W TRIHDCi•1 ^ a a a a a n n n n Tor 4 NEW MTRAWhIDQJ HEAD15 * i--i' _ z° I 1 1r 6llV..-0'.O.[«11S5.Wawa IC matcJ1Y WYen•Iror.001 _ a g .11114 TOP OF NEW I6T MIEN FLOOR _. - Ill ae Y,L ELEY.-7•-r Drown ___.--- (�yCr Q M.�AARM.E�E Al FLOOR RW COPE I Pro)ect No. B 2014.1514ARCo a AS LEFT SIDE (NORTH) ELEVATION NEW`E Na. LEVATIOALS Date - lAr w'-O AUGUST 10,2015 A �,�/� Drawing No. VT� {A�7 A • COPE ARCH(TEC(5,W4,2015 / \ / O wig===p.7.wow - of - 1 2 1 3 1 4 1 5 I 6 I 7 1 8 I 9 I 10 I 11 1 12 I 13 I 14