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HPB 10-07-15
AGENDA �• HISTORIC PRESERVATION BOARD * r • Meeting Date: October 7, 2015 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall. 100 NW 1st Avenue I. CALL TO ORDER II. ROLL CALL III. MINUTES - None IV. APPROVAL OF AGENDA V. SWEARING IN OF THE PUBLIC VI. 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. VII. WELCOME TO NEW BOARD MEMBER VIII. ACTION ITEMS • A. Certificate of Appropriateness (2105-241) 321 N. Swinton Avenue, Old School Square Historic District Agent: Jose Gordillo, AIA, phone 954 471-7234, email: jagarcarchitectsbellsouth.net Applicant: Tom Sedita Historic Preservation Planner: Lynn Van Duyne, phone 561 243-7048, email: vanduyne(a mydelraybeach.corn Consideration of a Certificate of Appropriateness (COA) for additions and alterations to a contributing structure and a contributing accessory structure. B. Certificate of Appropriateness and Associated Variance Requests (2015-240) 55 SE 7th Avenue, Marina Historic District Agent: Roger Cope, Cope Architects, phone 561 789-3791. email: copearchitectsincCa7gmail.com Applicant: Michael Marco Historic Preservation Planner: Lynn Van Duyne, phone 561 243-7048. email: vanduyne@mydelraybeach.com Consideration of a Certificate of Appropriateness (COA) and three variance requests for additions and alterations to a contributing structure. C. Certificate of Appropriateness and Associated Variance Requests (2015-239) 53 SE 7th Avenue, Marina Historic District Agent: Roger Cope, Cope Architects, phone 561 789-3791. email: copearchitectsinc(c�gmail.com Applicant: Michael Marco • Historic Preservation Planner: Lynn Van Duyne, phone 561 243-7048, email: vanduyne( mydelraybeach.cam Consideration of a Certificate of Appropriateness (COA) and two variance requests for the new construction of a two-story single family residence. Historic Preservation Board Meeting Agenda: October 7, 2015 Page 2 of 2 • D. Certificate of Appropriateness and Associated Variance Requests (2015-208) 916 NE 5th Street, "The Water House", Individually Designated Agent: Troy Ammons, Architect, phone 954 480-6191, email: troyammons3( gmail.com Applicant: Jennifer Turner Historic Preservation Planner: Lynn Van Duyne, phone 561 243-7048, email: vanduyne@mydelraybeach.com Consideration of a Certificate of Appropriateness (COA) and three variance requests associated with the reconstruction of and an addition to an existing guest cottage. E. Certificate of Appropriateness, Class IV Site Plan Modification and Associated Variance and Waiver Requests (2015-063) 120 NE 1st Avenue, Old School Square Historic District Property Owner: SAN Realty Agent/Applicant: Silberstein Architecture Planner: Amy E. Alvarez. Senior Planner. phone: 561.243.7284; email: alvarez(c�mydelraybeach.com Consideration of a Certificate of Appropriateness (COA). Class IV Site Plan Modification, two variance requests, and two waiver requests associated with an addition to add office use to a contributing multi-family residential structure. IX. DISCUSSION ITEMS A. Concept Plan Review 109 Dixie Boulevard, Del-Ida Park Historic District • Discussion regarding the construction of additions and alterations to a contributing structure, pursuant to LDR Section 2.4.1(A), Concept Plan Review. X. REPORTS AND COMMENTS • Board Members • Staff XII. ADJOURN Lyn.vvVa vvDwynei Lynn Van Duyne, LEED Green Associate Historic Preservation Planner Posted on: September 29, 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. • DELRAY BEACH i L OR1 D A All-America My 1993 2001 SIGN IN SHEET 2001 Historic Preservation Board October 7, 2015 PRINT ADDRESS OR ORGANIZATION ITEM NO. FULL NAME leD0f3 GC REZ1 E A6vto klC4 V )�� �, G{ IlL1 NE ( 14✓e it 5tlfifIC‘k1C- S � r1dki14 � el 6,0 -ejt.' (4,26 ric7- IA,re K-el c�ccr� c0;,,,4rt5 etrn-es f ���kjects T Historic Preservati Board-Voting Sheet III VIII.A VIII.B VIII.B VIII.B VIII.B HPB MEETING 1 3 3 3 3 HELD: ATTEND Minutes 321 N. 55 SE 7th 55 SE 7th 55 SE 7th 55 SE 7th Oct. 7, 2015 Sept 16, Swinton Ave Ave Ave Ave 2015 Avenue COA Variance 1 Variance 2 Variance 3 COA Parking in Reduction Swimming Setback in Setback Pool Line Attorney: VOTE to VOTE to VOTE to VOTE to VOTE to VOTE to Stephanie Spritz Approve Approve Approve Approve Approve Approve 7-0 7-0 7-0 7-0 7-0 7-0 Price Patton P Y Y Y Y Y Y Andrea Harden P Y Y Y Y Y Y Andrea Sherman P Y Y Y Y Y Y Rhonda Sexton P Y Y Y Y Y Y Bill Bathurst P Y Y Y Y Y Y Angela Budano P Y Y Y Y Y Y John Miller P Y Y Y Y Y Y ***with additional conditions added by the Board Page 1 Historic Preservati Board-Voting Sheet VIII.0 VIII.0 VIII.0 VIII.D VIII.D VIII.D HPB MEETING 4 4 4 5 5 5 HELD: ATTEND 53 SE 7th 53 SE 7th 53 SE 7th 916-919 NE 916-919 NE 916-919 NE Oct. 7, 2015 Avenue Avenue Avenue 5th St. 5th St. 5th St. COA Variance 1 Variance 2 COA Variance 1 Variance 2 Set Back Swimming Retain side Retain front Pool interior setback setback Attorney: VOTE to VOTE to VOTE to VOTE to VOTE to VOTE to Stephanie Spritz Approve for Approve Approve Approve Approve Approve Continuation- 7-0 7-0 6-0** 6-0 6-0 NO date certain 7-0 Price Patton P Y Y Y Y Y Y Andrea Harden P Y Y Y Y Y Y Andrea Sherman P Y Y Y Y Y Y Rhonda Sexton P Y Y Y Y Y Y Bill Bathurst P Y Y Y Y Y Y Angela Budano P Y Y Y Left Mtg John Miller P Y Y Y Y Y Y Y Page 2 Historic Preservati Board-Voting Sheet VIII.D VIII.E VIII.E VIII.E VIII.E HPB MEETING 5 2 2 2 2 HELD: ATTEND 916-918 NE 120 NE 1st 120 NE 1st 120 NE 1st 120 NE 1st Oct. 7, 2015 5th St. Ave. Ave. Ave. Ave. Variance 3 Variance 1- Variance 2- Waiver 1- Waiver 2- Side interior Rear Front Vehicular setback setback elevation Encroachm ent Attorney: VOTE to VOTE to VOTE to VOTE to VOTE to Stephanie Spritz Approve Approve Approve Approve Approve 6-0 FAILED FAILED NO VOTE NO VOTE 0-7 0-7 Price Patton Y Y N N NA NA Andrea Harden Y Y N N NA NA Andrea Sherman Y Y N N NA NA Rhonda Sexton Y Y N N NA NA Bill Bathurst Y Y N N NA NA Angela Budano Y Left Mtg N N NA NA John Miller Y Y N N NA NA Page 3 Historic Preservati Board-Voting Sheet VIII.E VIII.E VIII.E HPB MEETING 2 2 2 HELD: ATTEND 120 NE 1st 120 NE 1st 120 NE 1st Oct. 7, 2015 Avenue Avenue Avenue COA/Site Landscape Arch. Plan Plan Elevations Attorney: VOTE to VOTE to VOTE to Stephanie Spritz Approve Approve Approve 7-0 To Continue To Continue To Continue Price Patton Y Andrea Harden Y Andrea Sherman Y Rhonda Sexton Y Bill Bathurst Y Angela Budano Y John Miller Y ADJOURNED: Page 4 Historic Preservation Board-Voting Sheet 0 III VIII.A VIILB VIII.B VIII.B VIII.B HPB MEETING HELD: ATTEND Minutes 321 N. 55 SE 7th 55 SE 7th 55 SE 7th 55 SE 7th Oct. 7, 2015 Sept 16, Swinton Ave Ave Ave Ave 2015 Avenue COA Variance 1 Variance 2 Variance 3 COA Parking in Reduction Swimming Setback in Setback Pool Line Attorney: VOTE to VOTE to VOTE to VOTE to VOTE to VOTE to Stephanie Spritz Approve Approve Approve Approve Approve Approve ?pi° -o -1 -D ‘7.0 i3O q - D Price Patton / ✓ / / IV/ / Andrea Harden ✓ / ✓ ✓ / Andrea Sherman ✓ / v cZ Rhonda Sexton / ✓ ./ / ✓ / Bill Bathurst / ✓ 7 / .Angela Budano / ./ ./ / ✓ � John Miller ✓� ✓/ / ✓ / ***with additional conditions added by the Board Page 1 I l 1cv V Historic Preservation Board-Voting Sheet VIII.0 VIII.0 VIII.0 VIII.D VIII.D VIII.D HPB MEETING HELD: ATTEND 53 SE 7th 53 SE 7th 53 SE 7th 916-919 NE 916-919 NE 916-919 NE Oct. 7, 2015 Avenue Avenue Avenue 5th St. 5th St. 5th St. COA /It Variance 1 Variance 2 COA Variance 1 Variance 2 Set Back Swimming Retain side Retain front u ; // Pool interior setback �}�'.�� setback Attorney: VOTE to n VOTE to VOTE to VOTE to VOTE to VOTE to Stephanie Spritz Approve kr Approve 1Approve Approve Approve Approve .0 7,k3 , 0' .,011 � ,d -o ( C.) Price Patton / ✓ ✓ / ✓ / / / ✓ Andrea Harden / ✓ ✓ ✓ ✓ ✓ / / / Andrea Sherman ✓ / / ✓ / / ✓ ✓ Rhonda Sexton / ✓ 7 v ✓' / , // V / Bill Bathurst / ✓ ✓ / / ./ / / ✓ / Angela Budano ✓ ;/ ✓ ✓ John Miller / J LV ,/ ., / t/ / Page 2 Historic Preservation Board-Voting Sheet `CZ,. 70 • 0 ---- VIILD V . VIII.E VIII.E VIII.E VIII.E HPB MEETING HELD: ATTEND 916-918 NE 0 NE 1st 120 NE 1st 120 NE 1st 120 NE 1st 120 NE 1st Oct. 7, 2015 5th St. Ave. Ave. Ave. Ave. Ave. Variance 3 A Variance 1- Variance 2- Waiver 1- Waiver 2- Side interior Rear Front Vehicular setback s backs elevation Encroachm rA"t(4- f$-t llti/ ent Attorney: VOTE to VO E to VOTE to VOTE to VOTE to VOTE to Stephanie Spritz Approve A rove Approve Approve Approve Approve Price Patton /I./ \ to 11 Andrea Harden / (1Andrea Sherman ✓ / n n (\1(;' P\{\/ Rhonda Sexton f n in Bill Bathurst ✓ n 6 Angela Budano / n 41 John Miller n 1 Page 3 Historic Preservation Board-Voting Sheet (iertf*i VIII.E VIII.E VIII.E HPB MEETING HELD: ATTEND 120 NE 1st 120 NE 1st 120 NE 1st Oct. 7, 2015 Avenue Avenue Avenue COA/Site Landscape Arch. Plan Plan Elevations Attorney: VOTE to VOTE to VOTE to Stephanie Spritz Approve Approve Approve Price Patton ✓ Andrea Harden Andrea Sherman Rhonda Sexton Bill Bathurst ✓ � Angela Budano ✓ John Miller ✓ ADJOURNED: Page 4 Historic Preservation MEMORANDUM TO: Historic Preservation Board Members &Staff FROM: Diane Miller Board Secretary DATE: October 5,2015 SUBJECT: 2016 Historic Preservation Board Meeting Schedule The Historic Preservation Board Meetings are held on the 1st Wednesday of the month (unless otherwise scheduled due to a holiday conflict) commencing at 6:00 p.m. in the City Commission Chambers as listed below: January 6 February 3 March 2 April 6 May 4 June 1 July 6 August 3 September 7 October 5 November 2 December 7 Please note: All dates, times and places are subject to change. 7-17°l3 /o ?// at 00 // ictiL(k P/0 4/3 /z-A4 a-i1 fri ccaI)t e 06 fsit 74;9L,-14-4-45 404- / .�.�.C�4 - /10 4/. )19-vf . 4 ems - & ,/, ��-� UGC i.'/o fiCCt�t./ OIL d,c-ti;4 „lila; ccuk.„)i _ d !w y D/4dJi A-C.. 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JM_ 4x5 4•-6 z — 7ea etc ti o-)LA2,. 74N i �7 - avid Air Yx c 3,ttai '� o Accifcr ti-LcA !S kle-+(z--1-44 €4t. 7i-cy Pig —Acc ? 1A-ildtAti /3 CU jr ,c3A___ i°0-1- /141,LG 1( 13-1-4V-P — Sct c ac.5.4L7e, cam.- C� � 7 ll "/ °" -- Uri � 001.1C I )lCmuct47-1- th 6°4- 3 !:2Zfp (o tfr . ° 4 c cp , /tea.._/ eil Pi-, ore' — 13)4711 21C M I iti to 11.&d / /4(P/CL / 61 , 0 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Tom Sedita Authorized Agent: Jose Gordillo, Architect Project Location: 321 N. Swinton Avenue, Old School Square Historic District HPB Meeting Date: October 7, 2015 File: 2015-241 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with an addition on the property located at 321 N. Swinton Avenue, Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The contributing property is located within the Old School Square Historic Arts zoning district. The two story house is a fine example of Mediterranean Revival Architecture with Mission style elements. The exterior massing of the main residence is irregular and has flat roofs together with shaped parapet walls. The two story section of the home is a hipped roof with jig-sawn exposed rafter tails. The chimney has a parabolic chimney cap. The entrance to the home occurs at the side of the enclosed porch adjacent to the porte-cochere (south elevation). The two story garage is similar in architectural style with Mission style elements. The subject property contains two residential structures, one main residence and one converted garage with apartments located on a lot measuring 100' x 131'. The structures were originally built or completed in 1928 according to the City property cards and were listed as having three apartments, however the 1926 Sanborn maps indicates both structures were there in 1926. The Florida Master Site file indicates the construction year as circa 1925. The exterior conditions of both buildings have been neglected for some time and require conscientious repairs. It is the intent of the owner to restore both structures back to habitable and safe conditions. The current request is for the rehabilitation of the historic residences including a 594 square foot addition to the main residence returning it to a single family residence. The addition will include a master bedroom suite, pantry, breakfast room and laundry room. Alterations to the garage include a 45 square foot addition on the south elevation (first level) which will aide in creating and modernizing two efficiency (studio) style apartments. A small balcony will be added to the north elevation of the garage (second level) enclosed by a bronze picket railing system. Of the 61 existing windows, only six are original. These six windows will be retrofitted while other substandard windows will be replaced. The site is currently landscaped and has an existing pool. A landscape plan is attached to this report as reference only. The pool remains and no other site modifications are proposed with the exception of additional parking in the rear of the property adjacent to the alley. The proposed new addition to the main residence will be painted an Antique White color from Sherwin Williams, and the existing house and garage will be painted a White Duck from Sherwin Williams. The new addition roof will be a Spanish barrel tile of blended colors. 321 N.Swinton Ave;COA 2015-241 HPB Meeting October 7,2015 Page 2 of 8 The proposal includes the following architectural details: 1. Building facades will remain intact with new impact rated windows and doors that will match the original design. 2. Pave new parking spaces in rear of property with gravel rock 3. Main residence addition to have Spanish barrel tiles in a blended color combination. 4. New Additions- Replace all existing doors and windows on additions with new impact rated units that are a craftsman style design 5. Existing historic residence and garage- replace all existing doors and windows on additions with new impact rated units that match the existing style 4 over 1 windows. Demolition is also requested only for the porch enclosure (160 square feet) at the rear of the historic main residence. The porch will be removed and replaced with an addition, as described in the plans submitted and attached with this application. The architect states that rear porch enclosure is unconventionally framed and significantly damaged. This is justified in the attached demolition report and certified letter from the project architect as Exhibit "B". The porch enclosure will be removed and replaced with an addition, as described in the plans submitted and attached with this application. The demolition justifications are as follows: 1. Roof is leaking, plywood sheathing partially rotted. 2. Beams, top and bottom plates, sills, wall studs, jambs and roof joists are rotted and beyond repair. 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 OSSAHD 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 Proposed Lot Coverage (Maximum) 40% 23.17% Open Space (Minimum, Non-Vehicular) -- 62% Setbacks: side interior (north) 7'6 48'2" rear(east) 10' 14'5" front(west) 25' 78'11" side interior(south) 7'6 12'-10» STAFF COMMENT: As illustrated above, the chart does provide the required information, and a revision to the lot coverage chart on drawing A-1 is required on the site plan and this has been added as a recommended condition of approval. 321 N.Swinton Ave;COA 2015-241 HPB Meeting October 7,2015 Page 3 of 8 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. 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 "Minor Development". (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: 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) 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: (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 321 N.Swinton Ave;COA 2015-241 HPB Meeting October 7,2015 Page 4 of 8 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. (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 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. 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 rehabilitation and new construction. The addition to the main residence is set back slightly from the wall plane of the original home and the height of the one story addition is subordinate to the height of the two story main residence. The addition is located at the rear of the property and the basic form and character of the historic buildings remain intact. The replacement windows and doors on the historic structures are located as closely as possible to the original locations, and the opening sizes remain similar on the garage. The faux garage doors are a wood veneer application, fixed in place, over the wall at the South Garage elevation. They are not operable and the original left garage door opening size will be modified with a faux fixed door over wall. However, the windows on the new construction (house addition and garage addition) are not of a compatible architectural style to the Mediterranean or Mission style of architecture. They illustrate a craftsman architectural style which is not appropriate for the house or the garage, and the appropriate window styles and associated manufacturer cut sheets are attached as a condition of approval listed in the recommendation section of this report. The entry doors on the additions are not of a compatible architectural style to the Mediterranean or Mission style of architecture. They illustrate a craftsman architectural style which is not appropriate for the house or the garage, and the appropriate door styles are attached as a condition of approval listed in the recommendation section of this report. Entry door manufacturer cut sheets have not been provided in this application. This is attached as a condition of approval listed in the recommendation section of this report. Per LDR section 4.5.1(E)(8)(g), window design with dimensional muntins are suggested to maintain visual compatibility with the historic building and this is attached as a condition of approval listed in the recommendation section of this report. 321 N.Swinton Ave;COA 2015-241 HPB Meeting October 7,2015 Page 5 of 8 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 is addressed in the noted recommendations. 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 (1) The Historic Preservation Board upon a request for demolition by a property owner, shall consider the following guidelines in evaluating applications for a certificate of appropriateness for demolition of designated historic sites, historic interiors, or buildings, structures, or appurtenances within designated historic districts; (a) Whether the structure is of such interest or quality that it would reasonably fulfill criteria for designation for listing on the national register. (b) Whether the structure is of such design, craftsmanship, or material that it could be reproduced only with great difficulty or economically nonviable expense. (c) Whether the structure is one of the last remaining examples of its kind in the designated historic district within the city. (d) Whether retaining the structure would promote the general welfare of the city by providing an opportunity to study local history, architecture, and design, or by developing an understanding of the importance and value of a particular culture and heritage. (e) Whether there are approved plans for immediate reuse of the property if the proposed demolition is carried out, and what effect those plans will have on the surrounding area. (2) No decision of the Board shall result in undue economic hardship for the property owner. The Board shall determine the existence of such hardship in accordance with the definition of undue economic hardship found in Subsection (H). (3) The Board's refusal to grant a Certificate of Appropriateness requested by a property owner for the purpose of demolition will be supported by a written statement describing the public interest that the Board seeks to preserve. (4) The Board may grant a certificate of appropriateness as requested by a property owner, for demolition which may provide for a delayed effective date. The effective date of the certificate will be determined by the Board based on the relative significance of the structure and the probable time required to arrange a possible alternative to demolition. The Board may delay the demolition of designated historic sites and contributing buildings within historic districts for up to six months while demolition of non-contributing buildings within the historic district may be delayed for up to three months. (5) As a condition of the Certificate of Appropriateness approval for demolition, the Board may require that the applicant take such steps as it deems necessary to preserve the structure requested for demolition including consultation with community groups, public agencies, and interested citizens, recommendations for acquisition of property by public or private bodies, or agencies, and exploration of the possibility of moving one or more structures or other features. 321 N.Swinton Ave;COA 2015-241 HPB Meeting October 7,2015 Page 6 of 8 (6) The Board may, with the consent of the property owner, request that the owner, at the owner's expense, salvage and preserve specified classes of building materials, architectural details and ornaments, fixtures, and the like for reuse in the restoration of the other historic properties. The Board may, with the consent of the property owner, request that the Delray Beach Historical Society, or the owner, at the owner's expense, record the architectural details for archival purposes prior to demolition. The recording may include, but shall not be limited to photographs, documents, and scaled architectural drawings to include elevations and floor plans. Two copies of such recordings shall be submitted to the City's Planning and Zoning Department. One to be kept on file and the other to be archived with the Delray Beach Historical Society. At the Board's option, and with the property owner's consent, the Board or the Delray Beach Historical Society may salvage and preserve building materials, architectural details, and ornaments, textures, and the like at their expense, respectively. (7) The owner shall provide the following information on his/her application for any contributing structure in a historic district or individually designated historic structure: (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. (c) An appraisal of the property in its current condition, its value as vacant land and its potential value as a preserved and restored historic property. (d) Documentation that reasonable efforts have been made to find a suitable alternate location for the structure within the City of Delray Beach to which the contributing/ individually designated historic structure could be safely relocated. STAFF COMMENT: The applicant's agent (licensed architect) has demonstrated in his certified Architectural Inspection Report that demolition is appropriate for the subject porch structure attached to the rear of the main historic residence, per LDR Section 4.5.1(F)(7). The agent has established that an unsafe situation exists in relation to the structural and roofing components of the porch enclosure. He has presented written and photographic documentation to this effect. The architect has also stated that the porch cannot be brought back into code compliance due to its dilapidated condition and it would have to be demolished and rebuilt in any situation. Additionally, new construction in the form of an addition has been presented with this application. The demolition report, certified letter and associated documentation are attached to this report. Pursuant to LDR Section 4.5.1(F), positive findings can be made. Staff is recommending approval of the request for demolition of the rear enclosed porch attached to the main residence. LDR Section 4.6.9 (C)(1)(g)(2) [Parking]: a. Two parking spaces are required for single family dwelling. No parking may be located in a required front setback or side street setback. 321 N.Swinton Ave;COA 2015-241 HPB Meeting October 7,2015 Page 7 of 8 STAFF COMMENT: The proposal includes at least two parking spaces (existing) to the side of the main residence and two parking spaces on either side of the garage for each efficiency apartment at the rear of the property. Therefore, positive findings can be made. Section 4.6.9, Off-Street Parking Regulations (D)(2)(b), Provisions for Ingress and Egress Each required parking space shall be accessible at all times. Access which conforms with minimal aisle standards and which includes maneuvering area so that a vehicle must be able to enter and exit the parking area onto a street or alley in a forward manner shall be provided, except when the parking is adjacent to an alley and the parking space and alley have a combined minimum depth of 42' and a minimum width of ten feet (10') and the location of parked vehicles does not impair sight distance of pedestrians or vehicles utilizing the alley. STAFF COMMENT: The combined depth of the rear parking spaces and the alley measures approximately 42' which is required. The parking spaces measure (10') wide. Therefore, based on the comments provided above, positive findings can be made with the condition that the architect revise his site plans to indicate the 42'x 20' parking spaces combined with the revised alley dedication. • Section 5.3.1 (D) Right-of-Way Dimensions: (2)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 County Collector 80 City Collector 80 Local Commercial/Industrial Street 60 Local Residential Street • Without Curb and Gutter 60 • With Curb and Gutter 50 Alleys 20 Minimum STAFF COMMENT: • At the subject property, the existing alley measures sixteen feet (16') wide; this would mean that the mid-point is 8'. The required minimum alley width is 20' wide, and when it is divided in half it equals 10' wide. The requirement would then be a 2' wide dedication to meet half of the alley of the required 20 feet width. The existing garage structure sits within the 2' dedication. The issue was taken to the DSMG committee on September 24, 2015. They deemed that the 2' alley dedication will still occur along the entire face of the subject property along the alley, with the exception of the existing garage structure. Paving improvements are required within the 2' except at the building. A legal survey and legal description will need to accompany Right of Way dedication form supplied by the owner. Once completed, the revised alley dedication will go to commission (which is a requirement for a final C.O. on the project). Therefore, based on the comments provided above, positive findings can be made subject to conditions of approval which are addressed in the noted recommendations. 321 N.Swinton Ave;COA 2015-241 HPB Meeting October 7,2015 Page 8 of 8 ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-241) for 321 N. Swinton 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 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. C. Move denial of the Certificate of Appropriateness (2015-241) for 321 N. Swinton Avenue, Old School Square 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 (2015-241) for 321 N. Swinton 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 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 all new windows be of a 4 over 1 pattern or a 1 over 1 pattern for the building additions; 2. That all new replacement windows be of a 4 over 1 pattern to match original windows; 3. That all window muntins be dimensional in profile; 4. That the entry doors on the additions be of an appropriate historic design, such as French doors with divided lights or glass French doors with no muntins; 5. That the window and door glass is clear, not mirrored, reflective or opaque; 6. That the applicant submit manufacturer cut sheets for all new doors and windows, indicating glass type, frame type, frame material and color to staff for approval; 7. That the applicant submit window glass samples to staff for approval; 8. That the existing exterior finishes will be upheld in good condition during each phase of the project; 9. That new (addition) Spanish Barrel tile roof be compatible in shape and color to the tile on the existing historic main residence; 10.That the stucco texture finish on the new additions match the stucco texture finish of the existing historic structures; 11. That the two rear gravel parking spaces be revised to an appropriate paving material such as brick or permeable paver; 12. That the architectural drawings on sheet A-1 be revised to include the lot coverage chart listed in this report; 13.That the architectural drawings be revised to indicate the revised alley dedication with the 42' x 20' parking spaces and that they are scaled and dimensioned; 14. That the owner of the property provide a legal survey/legal description of the revised alley dedication with a Right of Way application (per the outcome of the DSMG meeting of September 24, 2015), which will then go to City Commission for final approvals. Report Prepared by: Lynn Van Duyne, Historic Preservation Planner . , .• JAG ARCHITECTURE ,F,IclAithiWctut6.1Z69iSttaitititi:No;13760 ::?.921.;sMai'i s.tiet; 140.0:RAPT:i.,R;..3a4.86.? , - iihone::g•5447i :2:34- :i4VOW40440.40i,: Ai:must:1(42M3 t.XIttOrt.... • i ,.. t eity:a.Mtray.:11*.ich.. • ; Planning and Zoning nv.4./.iinopi . . K TOO.11.V.ftg:.::Aw. 1 - .b.oht.ae.ga .FL..334-41 .., .., '.- .. •n:; -6,,rtitioaW:::a4ptopriattA6t•AoilloatiO.A. • .1416.PleSdv-ationBOatd: :Sed itaResidence ---.1 .. .. ..... .. ... •,. 511:.N:orth.Swinton-.A.vftot ,. Pe114-y-14eaCk.:FE: ::-,.• .• .To W.timn.It May. Conmfg. ... 'PROJ.ECTDESCRIPTIONi :,. .,:.: ...... . .. . .. i.: .17.1710. 0PO4 IVI4Oad,ihOVO4S:totaiod ini:fh 6 Old.School:$:44400-1i$10.40:Att Olit.r.i.4t."464.a. .:annti.id• c - .- k• Of two So.otat&4tii.Ontiili aitowIt'g.. •:--. .4i Pea the Sanbom:.-InaP$*.:of. 1926.'and te:',(00.r.4$property oar4i.the:$4700440s..1.1000.dthrg ::apartinent§;.:-0ii6, . . ..,, have been unoccupied for years The stitoothres 4P:signi:60af*-weath .tti.ta.tia it is the intent Of the ownei to.rotore..:both'to 1WSitkle t:Ad Safe.totidition,_ ...I! ..11! Ail„:iniilc.:bgf.4.pcto.,will,mna.i4--4.-origlinatly de4ggpt:.y41110-41).ot lodifioados.;: .Wo:tior windows adit ,.. doors will 40:iV14.0.-0d.to match it)./ ortiiitat eitagtioliese•Ailiill btittpact resistant and will be dtptitatd.d.in 1.i*MisSittnPiodi.tbilttioah...air: BOth...atatoitgJ.Wabe.Tepaintedda an offwhite-iegth(or!t.!.--.414,4.11 ?cxtotior rofotbishingtropair work at walls 4A4.#11741:workmel match the exisfaag aoitri,Aot.dgfaiting..,: No .roof\voil other illamnin01.'1P4it§i.f.§:.4.1.10.1P4t0::: f.. . • . . ...... . . .., It 1§.hy---ntitath4t::of the 61 exIsting.,iildivildual Windows,only six ate pRigi441, .44-011144 are Apine.4 signOgd.SinglOnnig windowsinstille42404:Wa4, The-Six original)Niod.ows will be retrofitted •..: Whilo:All:others:.:',Aili be replaced ;g.. . I. I:- . . .. . . .. A . . .. .• I •. „ . jA•G•ATA*411m:„Igc... 1;i•iv. 1*Zi.oscAptio rA-figot;10,MI 5.; P40.2 - . 1 :Tilde is difi.,:exfstliig paid 6.tietailre at the teArbtitie.:111airi•raiddil&tt'AfiilifittiiiiNthtiblieyfeatilt.ctaild sighiffeEmtly.clAmagd. This application seeks to-remove thit.pciftio4 of.constructica as isjust010 in the DemOlitiortaepott-aratertjfIe4m 111jrAliga.;:asTArt:of thi5.paaap. 0a.or 0.:.EXhititi3.,; •i: An addition is being is being proposed at this iiiicatibt.tifthe:it§itiefit&-(retir) and is developed in the •g Ni*ioralecljtempg4Tilevjy.gt phorpctw154 not Alotailogftworigiool.:resicippee-doikn, • The site is heavily landscaped mid will,be triioitiao,04 enhanced as needed the...dx.Whig poolivilit.l*ii4iti .•,-: .„. Add..rfity:tiodificAtitm*.:otherthan additional parking will be out on site .-4 ii Dbihttsilittitfo‘t.sfruotormAxiitl be:remodel1.0:to.f.etiOre:4Pit.th0. boi141i0 WM Amoti0...o, :s watote. residential a*elliPg§M:Was.lhe:otiefiat use, Two of the three dwellings will be efficiencies; .,... 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NMi-SHDtR1 CI xx R l KITCHEN L �Wy .._ is :"-,.__.. .`\. `: - _- ---- _.<<1 ��ITUTANSQKKNO t--, Q UVING Cl et WITE 1111 t " y 1 •ti t'5, . •, i • .:.-:r _ . . \ a•. 21k: i, •%'� I BEDROOM , h ` 2; .4 :l.i Y i _'1''1'1 CD CV 0 — x...- i �i \ 111 : '. ^`v' ^ ---I..1i._::.:i`,f 1::-: '--_:....:_., -_- RAIJiG C�2 E- x ; bi1,11m ❑r i_I❑ II 'ui4JiIiiifflillllllI� -< x -- I1i: iIIiI  — • �::Nf:q:+F�S1:xS xe; APT. -:1'kt C°E" ::NG�aCr 2 "T: ::T� `1':^ :Oa::.T'8.2:-00:;;; it.(!:E.i:YE:0•2ohG.• #•.:.. it ....,:'�. t EXISTING PROPOSED J - EXISTING 1ST PROPOSED EFFICIENCY (NORTH) ELEVATION 10 (NORTH) ELEVATION ( ,Ti 1 ®FLOOR PLAN FIRST FLOOR PLAN 482 S.F. SCALE 3/16- - - 0` A-4 SCALE:3/16' - - 0" . SCALE 3/16' - 1' - 0- SCALE 3/16" - 1' - 0" f—� J" •'- . NEn SIMON IMPACT TNT.SIEAIN -:% i.. RESSINIMAW. I L) TM11Y6pq 0 i*:] '�'.s BRIE RANI° .... 9ANp1 BMa-t1 J C'"M1 .x . 1 '-.' Ifflvllv LAEIO mLQ .. T72 'i NARRATIVE .74514 ': :1:` 'J THIS SHEET SHOWS THE DETACHED EFFICIENCIES BUILDING AND THE PROPOSED 'r . REFUR6LSHING EFFORTS. # • Puff.SHEMIN ALL EALSTING WINDOWS/DOORS WILL BE REPLACED WITH NEW IMPACT RESISTIVE : . pm H 08-10-201SJ AND MATCHING PRODUCT.A NEW BALCONY PORCH IS PROPOSED IN A NO ME MIE COMPLEMENTARY DESIGN,BUT NOT MATCHING THE ORIGINALAROUTECFURE. ` - ' BELOWW HEFT.ADDITION IS NPFLOORED OERTHEREAROFTHECULDING•ROMTHE EXISTING PROPOSED BELOW THE EXISTING 2ND FLOOR OVERHANG AND SET BACK 14'•6-FROM THE EASTERN PROPERTY UNE /stIP.B1 R0. 11 (WEST) ELEVATION 12 (WEST) ELEVATION A- 4 A-4 SCALE:3/16- = 1' - 0" .A-4 SCALE:3/16" = 1' - 0- • • - • • .." ..' • .f:••• "•'.. -.. • "..."''''' 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Y'•.{i :...r. ,r .,�i� .•:im4. .........::}•..r��'Lfr >1 'rt}r �$F'••Yy rfr 3}' X' l "`'+• � :nit,. x.G r•r•.r• f.; f,,.••.y„1r ••+'i'.J:•iwLaJ}r"}:'C s:{;cck{{{,tffri G• •♦ PHOTO 6452 • jtc,i6H i //T Q� 717 p 1 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 Sheet A2.0(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 Sheet A6.0(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 1st 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 1 S(floor)as opposed to a 2-story solution and neither my Client nor I want to introduce a 3rd 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. lResponse: I agree 100%. Please see response#1 above. Cope Architects,Inc. 114 1/2 NE 1ST Ave. Delray Beach,Florida 33444 Cell 561 789-3791 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 Sheet A5.0. LDR Section 4.5.1(E)(8)(a)1 (a copy of which is hereby attached). That Section establishes the formula 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 • Cope Architects,Inc. 114 1/2 NE 1ST Ave. Delray Beach,Florida 33444 Cell 561 789-3791 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 facade(whereby a min.. of 25%is required) and it's "projection"in front of the residence's main facade 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 76 Avenue. Response: I agree 100%. Please see attached revised Sheet A2.0(Site Plan). Condition#17: That the 1'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: 1 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%. 1 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, 1�l approved by Delray's Building Dept. that represent this technique of being cantilevered. Please see (.(.,(Al€A " 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: t/ /11/1116 orrest, 0,41n Roge Cope, Ar J Cc Michael&Nina Marco,Clients J 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 33444 Cell 561 789-3791 .....A4.. ..'. , - . 6141GIPIPL . .. 144110Pir . ._ .. .61 . ' . .0.-,.. 4.. .r. 're _..... , Ili III ea- , . To tt . . , _ ‘ , 4 s- ,, •. . P . 16 i1 it .... . , . ‘ . _ . 1,Lit4 , '5.; ill r.l.i. , 4 ils 1114x , 1 01. •,. 4 -.. , . r- 1%.11111111111111, - I . 1111 ter Mir , . . D. . .., r -a -1Q 4, • IIP. . - 11111111110j lir . '"- 441/"Ih -4415°-'16 ik'a': II••iiii.-6- --_,', _ -• - , op * 11. IS 441I 101 All 1111 -11 i 0 IL 0 evil I ill . N.-• .." 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', • . , . . .."1111111111111111L,, ., 7. .._ ....__.... _,..,. _ . _ 41411111116 11111111‘ ..:.... ...,,...,_....._ A i I k 14- . r..-, _ . . . . -J 1 2 1 1 4 I .. - 6 I 9 I 10 I 11 I .- I - I 15 16 - N PROJECT DATA (NORTH LOT): g,. , PROPOSED TOTAL GROVND FLOOR AREA- -2,u000 SC/FT. .-422%OF SITESQ. w� GENERAL GRADING NOTES: 8 o • PARKING A PAVED AREAS- .-961.00 SQ FT. .-153%OF SITE Ti' !'-O 1, T' ,g,OPEN LANDSCAPED SPACE- .-I,163.00 S FT. .-353%OF SITE (7.5'SIDE ARD BUILD(G SETBACK) (7.5'SIDE YARD BURDI SETBACK) I)UNDER NO CIRCUMSTANCES SHALL THIS PROPERTY BE GRADED SO THAT STORM WATER - WATER BODIES(POOL)- .-160 SQ FT. .-32%OF SITE RUNS OFF ONTO ANY ADJACENT PROPERTIES. TOTAL$ .-5/2300.00 SQ FT. 100%OF SITE 2.)SEE SUFFICIENT PROPOSED FINAL GRADES AND A,.O,IATEO DETAIL INSURING STORM g WATER DOES NOT FLOW ONTO ADJACENT PROPERTIES. X M PARKING DATA: REQUIRED PROVIDED 3.)PLEASE SEE SURVEY FOR EXISTING GRADES W ALL PROPERTY LINES a ON ALL 8 i ADJACENTPROPERTIES.MINUMUM TWO(2)GRADES PER PROPERTY LINE3 CI M RI-MULTI FAMILY RESIDENT'AL: -'ER HOUSEHOLD TWO(2) I 4.)PLEASE SEE FLOOR PLANS FOR FINISH FLOOR ELEVATIONS OF ALL STRUCTURES WHICH ARE ALL S g 3 ..�_ DER HOUSEHOLD ONE!I) MINIMUM UP ABOVE THE CROWN OF THE ADJACENT STREETS OR ROADWAYS. TOTALS: T-REE(3) THREE(3) I I 5.)PLEASE SEE SITE PLAN AND DETAILS FOR MINIMUM 3'DEEP SODDED SWALE BETWEEN SITES p PROPERTY UNE AND AU.ADJACENT STREETS OR ROADWAYS. Z- LEGAL DE8CRIP'TION: EXISTING 8TR1Cfl1RE TO REMAIN 1 (AS PROVIDED BY'THE C.1,Ee L \ < \ ----_-- .. -- _'OPERIY Ip¢- 'E 00.0'(S) -- --- -- ..— -- ---� _ .# II 1 L MOTTO WxD PIECE to olIMAN < i No WOOD PENCE TO NATICH E d TP 'W1EXISTRE FENCE TO R�T1AN I - a I, 10'MIN.REAR YARD BUILDING _1c-e::1 'AL .,/ A :.m.,..4....- j I /jj iF5ZIS I II I Iii OMCHExI6TRYaV17 (1PROP08EDLaATIGTII<OI!AIC W -,„ ' i __ uj . cn SITE r,ATA: (APPROX.5,000.00 SQ.FT.OR +- 0.115 ACRES) PROPOSEDLOCATION FOR REFUSE -, -£ /I (II 1 '^m 1 j ,:,, / - Hsi WOOD PENCE O MATCH EXISTINYa Q _ ZONED: RM (MULTI FAMILY RESIDENTIAL DISTRICT) I/ ,, / _ _ 1 1 • j . ii,%` 1�1 f'TALL MO(PRIVACY wALLA�NCE uv GATE I w PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE PROPOSEDLOCATION FOR POOL EGUIP..---.I —_— i = o 1 NEW 6'TALL BRIQC PRVACY WALL j rJ. _ - )'®1�{'TALL CPU PRIVACY W4LL�EINCE I _ I — _ _ DRA I N4GE \ < N EU GATE AT LUALLAENCE CALCULATIONS (NORTH LOT): I •( ; ��" ' r..B`' '..�+ , < M J� L 1 b ° I Z m -1,--'_S,TE=�_ 5,,00000 SQ FT. PROPOSED BRIdC PAVER WALKS, CAL '.=-- I I I ~ RVIOUS- - 3231D0 5Q FT. OR 64.1% 6 v =ERViOUS ARE:-: 1,16300 SQ FT. OR 353% NEW 4'TALL Cttl PRIVACY TM OV GATE, r.'' jI. t1 I < §9 1 - N 10 e F STORAGE REQUIREMENT•1ST INCH OF RUNOFF PROPOSED BWdC PAVER i ,N- hsVb "t _ _ �- it 9n __- ______„_,______1_I / lik iZ M k n F VOLUME OF STORAGE REQUIRED•G X X A —' ; -- %i' I y —f -J-- f ~ NEW 4'TALL WOOD PICKET DICE OUT�Ti�AY 1¢-O.W- • v I I I LW Q p e WHERE G.6411X 0.S2•(0 X 0X .(%PERVIOUS X 03) ADD D> . ........ ..:N 1 % S ' —- _ TRUE N j w hr•I UI O i_ C•(0b41 X 0.9).(0353 X 03)•0E002 fFV�e W(2''''' 1•RAINFALL INTENSITY•1 INCH/12•00633' § , \\ I 1 b ="I J - A•AREA•5IL00 5Q FT. \ \ �\ - - ----_y.- O T ------ - - _ _ NORTH j 0 Z THEREFORE,REQUIRED VOLUME•06882 X 00E33 X 5000•281 CUBIC F},t1 PE) - - -- - 's,- - 1'\ _ - R j I u THE PROPOSED l'D.X l'-6'IL X 30'L 51NAI F'A'ALCM:THE NORTH PROPERTY LINE SHALL RETAIN i \ Q a APPROX 13125 CUBIC FEET OF WATER- 1 1 /////% Q" -HE PROPOSED 6'D.X 1?'-6'W.X 25'L.ARIA(F'B'ALONG THE NORTH PROPERTY LINE SHALL RETAIN IL - _ _ _ 1 C m t E APPROX.(5625 CUBIC FEET OF WATER- I E)GST►b'C�'W7-q.rouve WPImI?G NE1 -__ _ I - C N>*p ,e • vowI • 1, "' 1 I I I W a -=R_==ORE,VOLUME PROVIDED•+-2815 CUBIC FEET O J a € U o D (+-22'OF PAVING a SO'ULTIMATE'R.O.W.) D Al ARCHITECTURAL SITE PLAN - SCALE,I'•)O'-eV '_'�46 C z z $. 7I I Im gI I I? Drawn 1I / 10 Gl ID RW COPE u W Project No. SLO L� S aF a SLO N SLOB w 2015.39MARC0 r3 _„,._)E � `� F PE it_.---- - CAD File No. � � SIfEPLAN Dote AUGUST 10,2015 i • SYMBOLS LEGEND: A2: SWALE SECTION '14' A3: WALE SECTION 'i3' Drawing No. \C-"C=---= NOT TO 5C __ GP A, PROPOSED EXISTING TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY . O A 8a PROPOSED NEW TOPOGRAPHY(FINISH GRADE) © COPE ARCHITECTS,INC.,2015 Ili..•... m,s CM .•. MOM of 1 I 2 I 3 I 4 I 5 E I 8 - -._ I 1 4 1 5 1 6 -- 2 \ ffi CHIMP! CAP TO MATCH EXISTING HI ORIC RESIDENCE M N BOSTON HIP ROOF CONFIGURATION.STUCCO CLAPBOARD SIDING TI ATMENT,M. _,,....----- p ti f = S 0 I I ALUMINUM STANDING SEAM ROOF SYSTEM,TYPICAL REO CHIMNEY TO MATCH HST RESIDENCE - 'FYRON'OUTLWKERS,TYPICAL • 0 -ei (MgTCH O0.COMPLIMENT ALL EXISTIN DEIGN DETAILS) t M CONTINUOUS CEMENRTIWS BOARD FRIEZE BAND,TYPICAL - - s N M .«21'-6' 40-� G�� 0 o \ 0 �t d 0 r 0 0 0 t 0 — _ _j -__ _� i)- de, OF NEII 2ND PLR.CEILRP - — _ _ —'_ ELEV..-20'-O' •0 I 1 I II I I I WOOD BRACKET TO SU T EXTENDED ROOF OWRNu>r — _—_ - _ U'I'--U ( SHOP DRAWINGS FOR APPROVAL) </ HEAVE TIMBER WOOD BRACKET TO SUPPORT EXTENDED ROOF VVERHANG �� AL N1 FEL PR-PAINTED COLONIAL SHUREPS - \2- (SUBMIT SHOP DRAWINGS FDR APPROVAL) A I:11 lir CO PLEIfE WITH SHUTTER DOG HARD,MICAL I RO ND/NAUTICAL IMPACT RESISTANT FIXED WINDOW — ....„..........‹.; CEMENTITIOUS CLAPBOARD SIDING TO MIMIC HISTORIC RESIDENCE, CAL -� - ASPHALT SHINGLE 7YMUL Lill _ - COPPER WEAT 'ANEW NEW NUFACTUREC CUPOLA L p - (DESIGN(5)AS APPROVED BY ER) CEMENTITIOUS BOARD TRIM TO MIMIC HISTORIC RESIDENCE,TYPI • _ _ - ®F `_- DECORATIVE COPPER COACH LIGHTS @ GARAGE AS SELECTED BY OW _ - - ` AAeLEV..t1.-d ; /�I�='\ EXISTING WOOD ATTIC VENT TO COMPLETELY RESTORED, CAL �TCP OP NEW 2ND FNIBH�GOR s _ .— I\ ° ELEV.�fD'-0' ��. '\ I 6[F6�.D MEP() K A'TOPQNBO IeT-�- -CL,_®.-in �II G n n �' G G• _ �' - K A ELEV..-E-a • DECORATIVE AZE CfPTTAL @COLUMNS,M[.�� � ,��,S p'1 'TOP OFreu , •nn 000 0 Dn n0. ■ .111I� _ I . /' �11111-1), 11� S -�L- i ELEV•-i'-e' `� CI ® - -- A-L��FN1eH cEILNG —i DKORATIVE WODD 6LDMN5,TYPICAL =` _ L A'TOP CV MP IDT _• 7{ • - I - — QISTOM ENTRY&SCREEN DOOR,M ---j _ 'T. Q EXIST •• MAD ' !!: j - _ IE@COLUMNSIAL M =" IIIIIIIII'll '_ sLe _ m���: ��������.— aSIDING AND -Y RESTORED,M. U N STAINED CYPRESS VENEER @ DAPACT RESISTANT GARAGE RS,i.% A'.,' e-r,.r , ' r ,.rr _ - 1' - = -- ,'I =- _ L� 1� �j Z J STAINED CYPRESS LUTE T MATCH GARAGE DOORS,M T 0 0)--- - - , " 'N I L co Irk 111.111 Y fiBP OF NE0}ICT ..;r'--T e t�/ __ "_o ;f ��-__ -'.`r Lam-- _��- _. _. -11 .. A'T LOP •7.TING FPOLN BOOR w W 1,1 O~ EXISTING FINISH GRADE TO REMAIN, ICAL H I —5 ,II�IIA AI�I' .- .-:L =� - - - EXISTI G FINISH GRADE TO RE N 1 �( Q - Q ,ALILLELEV.-2-V P �� I- - ,^Z p > CEMENTITIOUS BOARD WATERMARK @ BASE OF RESIDNCE,TYPICAL STEPS UP TO�PORCH/LANDING w>9 Lli oC U- w H Oki A6 COMPOSITE STREET LSE ITH AVE.) ELEVATION u M6 , — EGN..E,V4'.l'-C <In} d _ t E O t;s°/ I w ILI (3 Fa El _ s c �N 1► GENERAL NOTES: \ _- ��� �F '� /�\ _,, GENERAL MATERIAL DESCRIPTION&NOTATIONS ARE(THEORETICALLY)CONSLSTAM ON BOTH V - / ' / \ II I ` RESIDENCES a CANED OUT ON A6/A7.0 IN DETAIL THEY ARE APPLICABLE T ALL OTHER ELEVATIONS. , s n I-I w o 0 _F I I11 0000• Nb.( !WT= F ELEV..-21'-6' ildh n 0 -a .0 .n 0 0• i' TOP CF PEW 2ND F-R.CEILE _MI _ L i I-0 i y TOP GF PEG)2ND IS .UX O,U HEAD \ - -_ =W 9 t _ illril BIM E _ - - 1 ,, IIdil Qr• ,„ �w / 1 1 , I'I I 0. . zE t_. _ A'T CF NEW 2ND FNIBH Irmo_ ������������������ • O W I II II IMM (411 A'iOP OF PEW IeT PLR cEILNb D =14111111111 EV.4-B'-0' M E1rOP CF PEW WINDOW TRANOOM i . 1 M M EIMIE E m wil 'TOP OF NEW 10T PLR WINDOW HEAD =El1=1_ - MIME C i (''II''���III�' llr 0019D _ tir,EUMT .'NIIMM to a<- Drawn RW COPE Project No. 2014.15MARCO B Al REAR ELEVATION CAD File No. NEW ELEVATIONS Date eCALE,1./4'•I'-O' AUGUST 10,2015 Drawing No. A610 ` © COPE MCHTFECTS,INC.,h2015 en. .o..0 mart w .moose..rc ..rto- m _ 0 - - 8 I 9 1 10 I 11 I 12 1 13 I 14 2 I .Nte T t \ 51 It 51 o N GENERAL NOTES: ' I ° 1.GENERAL MATERIAL DESCRIPTION a NOTATIONS ARE(THEORETICALLY)CONSISTANT ON BOTH ; N RESIDENCES a CALL®OUT ON A6/A7.0 N DETAIL THEY ARE APPLICABLE TO ALL OTHER ELEVATIONS. J L ii 11 NEgi a N r,ELEV..-21'-b' a •a tl n n a a n a a a a a a a a a a • a I I n• i P iC CF NEW 2NO KR CEILING cc �ELEV..-20'-0• Mist , 1I1 s_ — = z- it - 111111111111111111 _0_ �i I I e- YTOP GF NEW AC FiN101 FLOOR II -- --I in iV A EL.EV..10'-0' K ® 'TOP OF NEW MT Nie n a n OODODD a tl tl a a a a a a _ .ELEV. 15'-V _ — \� mm TOP OF NEW IeT 1 - _ ", ..--,. _ H I1 ;0 N - -V - - - I ( - • � , 1 - _ U I I - Z oz 1 I 0 ELEV.4-0-0' �-R'` .,. to ow* .1 IN _ _ H YTOPQ NEW 16T '..•. ••- a _ � _ I I ci - f uM _ Z Q \ O > . LU c Q- J _,- IL, 0 ^= o AS RIGHT SIDE (SOUTH) ELEVATION LU w Mm — eCALE,I/4••P.0• Q ^a 0 — Z m0 -..........-***------10 ''''''''-•-\.....,,.... t U s �t •. Z n 1 1 l ~W O m 6.7y o° . 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'..-gilif*egftletvAitqlq•- ..:#1474..:c4-149'• I . .......i.r.coftlir ,4•., ,4., ''''.-.1,pc.vtt...,.., . so. .... ..; Do a,,,, --4.,16. ilk: • 41 -,4,-, ::flii..silt,,,-* -• .„,... ..rerit.4*,A,‘,.44,•-.4.7,11.17,7wolfeat.c• • ig±Q.- .1 _' - *6 fp...4%w ego', - , - 4- '6,..oi, - A*•". -6 .,....-egmerka ir...„44-4-.s.....s.r:t•V Tr' 0,Jb..10.-..--.0g, ... -.0. pen Grays Shasta Whitet a L-...14...1 • 'REQUIRED COA MATERIALS Please be certain to include sufficient documentation ensuring an accurate assessment of the project. Check only the appropriate items. ❑ Historical Information - For ALL Contributing AND Non-Contributing Properties. ❑ Demolition Reports—As required by LDR Section 4.5.1(E)(7) and 4.5.1(F). o For Contributing Structures, the following shall also be submitted as required by LDR Section 4.5.1(F)(7): o Certified structural report from a registered architect or engineer; o Certified cost analysis from an engineer, architect, general contractor, or other qualified professional; o Property appraisals, and; o Relocation documentation. 6]1 Photographs - Of ALL elevations of each building or structure on the subject property must be attached. If the subject property is vacant, photographs of the site must be attached. Label ALL photographs with address and cardinal direction. COLOR SAMPLE & FINISH SCHEDULE Existing Colors/Material: I A.1,* 4.7 I--1A 1 ---- I-1 I N c I s-p1.L— a - ,CIA-.NA �1`'`11\1a 1-0 Proposed Colors/Materials: A —J6-(/7 '--1 I\(-- 4 * LI Al-1-4� ATTACH SAMPLES AND/OR PHOTOGRAPHS OF TYPE PROPOSED L•L912-"' - Ileyf( posed. . �--- / I `L ROOF I O AWNINGS \...7� Pk 4.1--- C_ . .-=) / - WALLS �� ,G�� �� S/ �' c� • 9 CE - FASCIA I� � ORS �� ���G� if 1 WINDOWS �1 . Il t- -kl /A. _._ SCREENING 1-1� -- -' ' (PATIO/POOL) ' -r201( 1-r .. COLUMNS OTHER AF-290 • (9L1W2--_ 1.<-1141-r 1 11371.1r ,i1--- -�ei'i$4,_ , r Fri -€7 • - 2 ..�G !� ��-�' � � / . —▪ , . . » , \\ \ 2 . . « l \ ' - d � \ 1-2 -- - — : _w<\ [\ ' y / na \ / � • super white �\\ « 2 K > > d : 2 ? - _: . - .« - t - x . : . \ S <. © » y y. » < we 2 a © / . \ % _ \ ' } . . . g: f t- »»». � - - «y <�< �—*�, � � \2` \ \ - ����� . za . '. . » .. % < •. wa «\« = :« _ < - «I <« «»d ©`% » w i. 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CITY OF DELRAY BEACH, FLORIDA aLINIVISILr SLOP( I LOT —.}.� PALM SQUARE I t (22 2j,2 lain./ Dwrrr —1' (Unfiled + ' Twat '�� � - DFSCSImLr. & 25) Evyt ADDRESS -:$- x-- -D6.}.Edwards S 1001 of N (, 1Dw� , a�- 5 3.6 of W 2001 of Block 125 to-bes- r-cis ' Aaoxess OW.!:4Fiiehar-d.-• s.--1A4a-3:.l.a.ia- ems•+'-��3 O- 55 S.E. 7th Ave. ADDREiS 49 S_$ jkLepnr 6ravA#ullin TCe- 1962 1963 1964 1965 '1970 -B4 1.1 -Rleriii1 33A�1�1 L }}�� 1966 1967 1968 1969 EXEMPTION Y i� pl } • t ' 1970 1971 1972 1973 LIMN re7 vb y,, ..7�r - 7 2 7Sz ?S2 2 752. 3r�r4 Arlo • aims. - '3 1 /04 g /o 16 /o/! TOTALS ,.•r':r.` / 7r'` 1,31}'40 /�116 ;y�c!,i,[ / �,/ rtx.FM DESCRIPTION of BUILDING 9UlLD1NG PLAN I TYPE S(DC BASEMENT �.= 1 {...!_l --._LING P , ,-4-, 1 BUILDING DIMENSIONS .._Y_9!.t o. _./ ✓1MDF _MSS r1SCELLAsEIUf I • .:- ! i- ._ _ _. 1 ., Rra +..r 7,1 .—D Ih SNF. _-.� __. GN. --yy-Dra�abl --ArhL(F4.7 _ 1 • i r.�T -1-1. .. `f-. SIIF RFICI7 STOUTS .»ha Drta. ..___Frll _-Etr _raelr� _....im Fiealee i� ?�-r �-F ...�.�-:-t--l..�Ill.--1- 'n!►'�•� T! ,.� X nrrrn[ _..Dbt Freer rrrnrl —.,rrbl —6hlOrnl.n ( i- i t /f _ ten e.e.e Row r..r a nb _..Mar a sYe t i �, tT ; • • . • • : .. a- I af-1- ter a em> -Mkt r,Rcrls Pave!, _..str)aey -I_r T I :■tom x 7 __ 4.[AFL X Frw1t neon �..Flnlbey ••i.-_ .I '1-i r I 1 ' I.I-1-i l_ I. .ial�A .__Mehl -/ROB LXG X SM. .../.�44).hb __..Nownren i._-} _. _ I '1 ,- I ! ' _.T"' •.:si�arlT. •F$ X I , 1 x 1.r -.S.hr w.5T4111 1NERI.I l i __T..ebr X sr.r �_.1:biCerver --.AEC;.srr. i • i - _ , S__, ll r (fir. ma ,Rip. I' 17 x / •? _�cmw GrLI -_-On MFw ~ --.1bl.t.llh _t- _ _ 1 ! I �•. . MT-MALLS OIrt -7-' i.� `-{ '�� i__ :. 1:95 137c.10 _1.4.ir V043 - '1'7 r tACT011E 7 -!- !j 1 pqt� --er+r(heir ✓.waee sbneF teoelFC -i-. _1 i ,-�-i L__ 1 ( - �. 2ee • ONDITTON'O __6n 9bnrr EOraT1Utt1011 .e rf Mew '. �..r I ,i • __ ._.bKl ._ ..rin / 1 ; j. , I .5- GOD TAM LAD _0/41 -�wnt Frrw ._.it-m CM _-C b .-R.crr i AK. �.-I , � - -I , I RL� • • •. . o.r.9a.r. --.51»I Fnm• ._.Shea _TO. _..M.Anne __ .IC. [�` i`II �IA� 'f VIOL Clv.b ROOTING .-_rlll rreerl .Ftr.UIM t. -1_ ; r. 1_. _�,.. - : i , 4.' -�911.I .V.RNN S7iryI. (InN..r ,...Orb C!Mti - :.I_tj j.G. -•� r : -i _ j_ ._._.nra a c..wh Ti!. PLUMBING -tea I- ..i t 1 I IU _ r ,-I-=--I- + WI.FT. Y.I- Xrarl EXT.TRIM 1 {{ 11 a{ _ _ I_ • +{r TOTAL __Ltd roLRDATISII / .`ew. G _....RreMeled -,-; '-I:I..«-`-1� I �� ` �U�_,_/ rinn7y ..I-flab -� _�,_,, —.sbb TAM/ 11c1nxs • ;-� _._.Frier atree. _.7r_SrtrrwFt: �Fleetrle .1 l;-���• V minim�• - �i� ' ' i • VALUATION _.TU.-_sb(r. ..._..'1 =-T. EaLLR -_r(ui aln.ls -- - - _-I r--: + LI>C'k �_'f"-1-`"r 1~ RECAPITULATION Dr.e.nttl re1a1 - rr ._.Ln ...(�}-' L _!• ! ` _ f--L__ :sF...n Lren ..1•' I i -I �- �- I t-`+ --,. } -1-t�--.�... _ S .....f��'!•_. ti ..1 I I."_. /33io`LAND APPRAISAL -'. { i I.;.;'�- {-I- I L �-} - :.--I �_-1 1 { ear =..j,..__1 i_i--i �- _ I - -!� ;--!- i (_I-- F/n1.M DWI Parr Facto NreK neat 1 t±-}' - �t t�-. _ _. j A70(TID1 -- irelr Fret rrlTr Trhanrr I ' I f I I I 6UILDIRSSVolt LOTS AEREACE ST.IMPROVEMENTS i A trs X r . .. C ')A,.--', l X GM tent _{IFrrd -. __� ../:M1r _.Murr _..Dtrt 70 TAL Orwbr Tarter • p/ -.519errR tU1101res- — O.bMGrl Nets /D( ACRES 0 ._. net/ Snt.ry - Cerb -- - �- __. yWabr TOTAL U:D O TOTAL LAND VALI/ATIaI - lFwdnO ..y Sent - EteebbetlM TOTAL UIO .-yam ERI MID(Aim 3 /ry-,i /i .0 ex-fp4...-t-ic 1 I.—i.1— _ z..e tar .1 Ji.J ju. t.,t.et eze. / — / V— 0.....• U•'. . r. OM s CITY OF DELRAY BEACH,. FLORIDA g- • SUBOIYISIGN BLOCK LOT . IrnmM OWNER Ross Ws St iM_ary E. Clapc a.ridl P 125 (22,23,24,25) Yacant ADDREss S.E. 7th Ave. , City Exempt e: • OWNER • OESCflIPTiON:5100 I of N 563, 6' of W100' • ADDRESS . _ , OWNER ADDRESS YEAR- 1961 1962 1963 - 1964 1965 1966 1967 1968 • 1969 . '1970 1971 19 EXEMPTION P ill LAND e2.5n0 . BLOCS. . I 10 TOTALS • /6 10 0 • PER. PROP. 2 6-'3 X .2-0-'1 ck-a-9- J BUILD! PLAN BUILDING DIMENSI• DESCRIPTION OF BUILDING � I --- — - I . I I _ ____I �� SF2E HEIGHT ST TYPE BLDG. BASEMENT ROOF (NT. FINISH MISCELLANEOUS S- ---._. _ _ Ifff____._Plaster �^ �- _..Slnple Dwlp. None .-... Gable _...._.Sprink.(Fire) - --"'� - _--'•-'1 - - -- X -•- .-..._Decorated - oobte Dwlp• Part Hip Pine .Fire Escapas -` `-'`- -' • _ ----DalexDrl Fali ....._Flat Hardwood Rrtrlgeratan -• -- L ---- X _.--... D s. Metal •- - .. -I I LC -- ...._-_Apartment .........0(rt Floor Mansard __, Marble&The ••••-_Vac.C.SYs. - _- - I I ��I _ __ — .........Store ........Cement Floor PORCHES Panels ...-_..Skylights --�-' -1- - - -(�-.�- r-�-Fr-.� - x _..Store&Office Finish FLOORS ....._.Firepiacea - ..�.... - I - - - - - i --- ---•- -..Store&Apt. X Front Woad Jot:ts -Incinerators -- Jr -- ----- I I_-� ---- HEATING - , --�- NI X ..__...Ottica X Skin .-.. .Mill .... y • '& - -I------ -.-.Motet .._.Air Can.SYs. - eT -----� ` Stoves X Steep. •••-••Role.Concrete - - - -----•--- I -- CONDITION Theatre Retnf,The --- ---_ i .0i1 Burner •�`-•` __Garage(ApT.) ---• EXT.WALLS Olrt FACTORS _ _�- __--•••__ r'-I ��—^—,— GOOD FAIR Garage(Sera.) Fireplace • FLOORING No.of Rooms 1- I I -------- 1 --I- -- """" • ......Woad SlJinp _.....Corm (PrviS Gas Statloa CONSTRUCTION ___Brick -----Pine .-._.Apartments - -- -- ••-------- i— ( ___.. _...-.Church __Wood Frame Brick Cued ••_•___Hncratoardwood ---•.Roam,&Apt. ; - ^•'--�� -"-• """'------ ----- _..-.School -_Sleet Frame Stveco __Tilt _._..Fin.Attic R. -•"-- _ I� -�" ......_ Lumber Sheds •-- Mubte 1 ------ -- .—.Stela.Concrete _.._. Metal Fin.Base.R. — �_..' " 1—� —'• - _---,_•, S3,FT. V;P. —•—•• — -- Date Cempit. I_ I I t_t MIII Block Llnoleam ROOFING _—..Brick Shingle — -----' .—....Shingle . Concrete The _. --.---- a l—� ---.---.-- —I i-1 (--,__--- PLUMBING •_..Age I ..__-_.......-.- I-'__t_I_-_- _ _._..Pitch&Graut EXT.TRIM Rrmodeted �- ----- --y — I I I FOUNDATIONS ••.._...Nona -_ _ --- --- —.--- VALUATION ..__._Natal _Plea _._.._.Fixtures • LIGHTING - I� F� — _._. RECAPITULATIO ComDosltloa •••—•••9tone r Ornamental Toilets --------- r� r —""" Concrete Wood ____Bathroom: _ -�-- State ..._ Electric - ---•- -._Brick . ._.Stucco ......._Tile Floor _ Cas • --�f �-_(_ , I ------ $ -. Tile.--Flat at ._.._-Tii. _._..Terra Cotta Rath:.Ruilt•ln • —- Ornaments! Piers Metal Showers Lamps --- --_ ltl I_I-1 a( I^_„_ �-_J_- I 1 I ._j_ LAND APPRAISAL _ _____J _� t- t "-- ka01TeONAL I 1'"'1 ��� I� _ -� I I ���----- BUILDINGS Volt Depth Corner Front - Froot and Depth price Faster Factor Foot Valoe Valuation • • _ LOTS ACREAGE ,ST.. IMPROVEMENTS ,i- t / X. 0,.t I e. X Level ....Level I'''' el Hilly _._Dirt TOTAL ' X Low - Rocky 1' SFdewatk BUILDINGS S • Rocky ..._ _Swampy .. Curb TOTAL EAhaaeing Factor p/ ACRES Q _.___.Swampy Farm ••••Water LAND DetraetlnB Factor /0 Wooded latter - .. Eleetrio Light TOTAL LAND • ------- er., awn SLOr.S. S • • • May 31, 2015 r;• JUN 2 mi5 City of Delray Beach r �V._.._............._._..__�'J 100 NW 1st Avenue PLANNiNi: x,_'L;I\iiNG Delray Beach,Florida 33444 Attn.: Amy Alvarez—Senior Historic Preservation Planner,Planning&Zoning Re: Marco Residence(s)—55 SE 76 Avenue;Existing Historic Residence on South Parcel Mrs.Alvarez: I hope all is well. As the Architect Of Record(&Agent)for Michael Marco or Mian Group,LP please accept this letter and associated package to seek City approval for the complete and total renovation of the existing historic,contributing structure loc..ated at 55 SE 7t Ave.,more specifically on the southern parcel. 1 _ I am hereby respectfully submitting a `COA"and a"=Variance"application associated with the Project,the Variance"is respectfully seeking support for the positioning of our new;swimming PooL Pursuant to LDR Section 2.4.7"Procedures for Obtaining Relief from Compliance with Portions of the Land Development Regulations",please accept the attached fully executed application and sets of Architectural Documents,appropriate mailing envelopes,mailing lists,500'radius map,etc. We recognize that the LDR's expect Pools to occur no less than 10' (as measured from the property line to the water's edge)from ANY property line,however,we have studied positioning it in both our front yard (also requiring a"Variance")and our rear yard and have consulted with Staff who advised us that it might be slightly more supportable if located in the rear yard—which is where we now propose it. It is a very small,modestly sized swimming pool. It seems precedence has previously been established regarding other historic projects,so we seek the same consideration. We feel the intent of the code,in all matters,will not be compromised in any fashion whatsoever! In conclusion,if granted,the"Variance"would in no way"be contrary to the public interest and where owing to the conditions peculiar to the property and not the result of the actions of the landowner,a literal enforcement of the regulations would result in unnecessary and undue hardship". Furthermore,we feel "that the reasons set forth in the"Variance"petition justify the granting of the"Variance",and feel that the "Variance"is the minimum"Variance"that will make possible the reasonable use of the land,building,or structure"and finally"that the granting of the"Variance"will be in(complete)harmony with the general purpose and intent of exiting regulations,will not be injurious to the neighborhood,or otherwise detrimental to the public welfare". Please do not hesitate to call should you require anything'else. I look forward to the approval process and the Historic Preservation Board hearing in the very near future. Sincerely: +dV L Ro er Cope Principal RWC/jad Cc Michael Marco,Owner Cope Architects,Inc. 1.L4..U2NE 1st Avenue Delray Beach,.Florida33444-3713 Pho 561 274-6706 if --3ECEHE Fr)! . • May31, 2015 drill JUN 71J15 .; City of Delray Beach p NG'&` IN, PLANNING � �ii�;i1�1G 100 NW 1st Avenue Delray Beach,Florida 33444 Attn.: Amy Alvarez—Senior Historic Preservation Planner,Planning&Zoning Re: Marco Residence(s)—55 SE 7th Avenue;Existing Historic Residence on South Parcel Mrs.Alvarez: I hope all is well. As the Architect Of Record(&Agent)for Michael Marco or Mian Group,LP please accept this letter and associated package to seek City approval for the complete and total renovation of the existing historic,contributing structure located at 55 SE 7`t~Ave.,more specifically on the southern parcel. I am hereby respectfully submitting a=COA"and a=\ilf ance"application associated with the Project,the "Variance"is respectfully seeking a reduction in the"-Rear fil 3bildingSetbadkLine"for our proposed positioning of a new appendage or structure within the Site. We seek an 8'reduction,from the code required 10' to a proposed 2'. Pursuant to LDR Section 2.4.7"Procedures for Obtaining Relief from Compliance with Portions of the Land Development Regulations",please accept the attached fully executed application and sets of Architectural Documents,appropriate mailing envelopes,mailing lists,500'radius map,etc. We recognize that LDR Section 4.3.4,(H),(1):Setbacks address building setback guidelines. The "Rear Yard Building Setback Line"requirement for our site is 10',as we are within an RM(5)zoning district. The rationale behind our request is that of re-introducing a vital component to our composite footprint that once stood on-site(probably a garage)—which will allow us a modest gain in overall square footage thereby making our end product a slightly more useful residence. Our intent is to position it exactly where we think it once stood. Please refer to the Master Site File of the COA. We feel the intent of the code,in all matters,will not be compromised in any fashion whatsoever! In conclusion,if granted,the"Variance"would in no way"be contrary to the public interest and where owing to the conditions peculiar to the property and not the result of the actions of the landowner,a literal enforcement of the regulations would result in unnecessary and undue hardship". Furthermore,we feel "that the reasons set forth in the"Variance"petition justify the granting of the"Variance",and feel that the "Variance"is the minimum"Variance"that will make possible the reasonable use of the land,building,or structure"and finally"that the granting of the"Variance"will be in(complete)harmony with the general purpose and intent of exiting regulations,will not be injurious to the neighborhood,or otherwise detrimental to the public welfare". Please do not hesitate to call should you require anything else. I look forward to the approval process and the Historic Preservation Board hearing in the very near future. Sincerely: (I. :4( .,ger 1 ! l Pnncip..j r' RWC/ja• Cc Michael Marco,Owner Cope Architects,Inc. 114 1/2 NE 1st Avenue Delray Beach,Florida 334111-3713 Pho 561 274-6706 • !r ' '• 'T' May31, 2015 J! Y� r � JUN 2 21115 City of Delray Beach 100 NW 1st Avenue PLANNING& ONING Delray Beach,Florida 331111 . • Attn.: Amy Alvarez—Senior Historic Preservation Planner,Planning&Zoning Re: Marco Residence(s)—55 SE 7th Avenue;Existing Historic Residence on South Parcel Mrs.Alvarez: I hope all is well. As the Architect Of Record(&Agent)for Michael Marco or Mian Group,LP please accept this letter and associated package to seek City approval for the complete and total renovation of the existing historic,contributing structure located at 55 SE 7'Ave.,more specifically on the southern parcel. I am hereby respectfully submitting a"COA"and a"Variance"application associated with the Project,the "Variance"is respectfully seeking an approval to re-introduce the"driveway"parking(in the form of classic concrete strips)along the extreme southern edge of the property and between the south face of the home and our southern property line. Pursuant to LDR Section 2.4.7"Procedures for Obtaining Relief from Compliance with Portions of the Land Development Regulations",please accept the attached fully executed application and sets of Architectural Documents,appropriate mailing envelopes,mailing lists,500'radius map,etc. We recognize that the LDR's define driveways and expect them to be both out of the Front Yard Building Setback,as well as off of any property line by at least 5'. We will meet the former,but not the latter as stated above. The rationale behind our request is that of re-introducing a vital component to our Site that we can prove was once exactly where the original drive once stood. Our intent is to hearken back to a historically appropriate feature of our Site. Please refer to simple black and white photo as provided by JoAnn Peart that shows the drive in the background. We feel it is substantial and competent evidence! We feel the intent of the code,in all matters,will not be compromised in any fashion whatsoever! In conclusion,if granted,the"Variance"would in no way"be contrary to the public interest and where owing to the conditions peculiar to the property and not the result of the actions of the landowner,a literal enforcement of the regulations would result in unnecessary and undue hardship". Furthermore,we feel "that the reasons set forth in the"Variance"petition justify the granting of the"Variance",and feel that the "Variance"is the minimum"Variance"that will make possible the reasonable use of the land,building,or structure"and finally"that the granting of the"Variance"will be in(complete)harmony with the general purpose and intent of exiting regulations,will not be injurious to the neighborhood,or otherwise detrimental to the public welfare". Please do not hesitate to call should you require anything else. I look forward to the approval process and the Historic Preservation Board hearing in the very near future. Sincerely: l�� Roger Cope Principal RWC/jad Cc Michael Marco,Owner Cope Architects,Inc. 114 1/2 NE 1st Avenue Delray Beach,Florida 334'l/1-3713 Pho 561 274-6706 55 SE 7th Avenue;COA 2015-240 HPB Meeting October 7,2015 Page 8of8 Attachments; Variance request letters Photographs Architectural Drawings Site Plan Survey Report Prepared by: Lynn Van Duyne, Historic Preservation Planner 55 SE 7th Avenue;COA 2015-240 HPB Meeting October 7,2015 Page 7 of 8 Section 2.4.6(H)(5), and Section 2.4.7_(A)(5) 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)(5) of the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION By Separate Motions: Move approval of the Certificate of Appropriateness (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 and approval thereof meets the criteria set forth in Section 2.4.6(H)(5) of the Land Development Regulations and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1. That per each phase of completion, all exterior wood trim and wood siding be maintained and salvaged wherever possible; 2. That all window muntins be dimensional in profile; 3. That the window glass is , not mirrored, reflective or opaque; 4. That the agent will submit window glass samples to staff for approval; 5. That shutter dogs are provided at each shutter location; 6. That the existing exterior finishes will be upheld in good condition during each phase of the project; 7. 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; 8. That permeable pavers are used at the driveway strips to increase drainage; 9. That shutters be of compatible height to the adjoining window height. Variance 1 Move approval of the variance pursuant to LDR Section 2.4.7, seeking an approval to allow parking within the 25' front setback, based on positive findings with Section 2.4.7(A)(5) of the Land Development Regulations. Variance 2 Move approval of the variance pursuant to LDR Section 2.4.7, seeking approval for a reduction in the "Rear Yard Building Setback Line" for the proposed positioning of a new appendage or structure within the site. An 8' reduction is requested from the code required 10' to a proposed 2', based upon positive findings with Section 2.4.7(A)(5) of the Land Development Regulations. Variance 3 Move approval of the variance pursuant to LDR Section 2.4.7 seeking support for the positioning of a new swimming pool (10' x 16') located in the rear yard setback 5' from the rear and south property lines. A 5' reduction is requested from the code required 10' to a proposed 5' (from the rear and south property lines), based upon positive findings with Section 2.4.7(A)(5) of the Land Development Regulations. 55 SE 71h Avenue;COA 2015-240 HPB Meeting October 7,2015 Page6of8 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. STAFF COMMENT: 1. Variance (1) seeking an approval to allow parking within the 25' front setback. A new driveway will be re-introduced in a similar location of the historic driveway. The strips are an appropriate design for a historic driveway and a similar one had originally existed on the south side of the property as evidenced in the attached photograph. Special conditions and circumstances do exist because of the historic setting. The 25' setback has a greater application to a residence that has a garage versus this residence which has a driveway running along the south side of the structure without a garage. Pursuant to LDR Section 2.4.7, positive findings can be made with respect to the variance request(1) to allow parking within the 25' front setback. 2. Variance (2) is seeking approval for a reduction in the east (rear) yard building setback line for the proposed positioning of a new addition to the residence within the site. An 8' reduction is requested from the code required 10' to a proposed 2'. A garage had originally existed on the rear (west) side of the property as evidenced on the historic City property card of 1939. It is not dimensioned; however the sketch of the garage location looks very near to the property line. The additional interior space will help create a more modem livable area for its new residents. Special conditions and circumstances do exist because of the historic setting. The positioning of the original garage was similar to the requested property line setback and would maintain the historic character of the property. Pursuant to LDR Section 2.4.7, positive findings can be made to reduce the rear(east) building line setback from 10' to 2'. 3. Variance (3) is seeking support for the positioning of a new swimming pool (10' x 16') located in the east (rear) and south yard property line setbacks. A 5' reduction is requested from the code required 10' to a proposed 5' from the east (rear) and south property lines. No decking is located within the requested 5' setback, only landscaped area which provides drainage. Pursuant to LDR Section 2.4.7, positive findings can be made to reduce the rear (east) building line setback from 10' to 5' from the east(rear) and south property lines. 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 (2015-240) 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 and approval thereof meets the criteria set forth in 55 SE 71"Avenue;COA 2015-240 HPB Meeting October 7,2015 ' Page5of8 Positive findings can be made with respect to LDR Section 4.5.1(E)(8), E(4), E(5), subject to the conditions listed in the recommendation section of this report. 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 10' feet along the driveway, a length of 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 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 way. Positive findings can be made subject to the conditions listed in the recommendation section of this report. LDR Section 4.6.9 (C)(1)(g)(2) [Parking]: a. Two parking spaces are required for single family dwelling. No parking may be located in a required front setback or side street setback. STAFF COMMENT: The proposal includes two new parking spaces in the form of concrete parking strips located at the south side of the property. A similar drive existed when the original home was built. However, two cars do not fit outside the required front setback of 25', measured from the Ultimate Right of Way. The applicant has submitted a variance request from this setback requirement and is discussed in the variance analysis section of this staff report. LDR Section 6.1.4 (C) (3)(b)(2), [Driveways and Points of Access]: No driveway will be located within 5' of a property line. STAFF COMMENT: The positioning of the original residence in relation to the 50' lot frontage only allows for parking on its south side. The parking will be provided (in the form of two classic concrete strips) along the extreme southern edge of the property 2' from the property line. The City Engineer has reviewed the plan and given the proximity of the strips is requiring that permeable pavers be provided to provide additional drainage. Positive findings can be made subject to the condition listed in the recommendation section of this report. 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)(5): (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 55 SE 7th Avenue;COA 2015-240 • HPB Meeting October 7,2015 Page4of8 (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. (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. (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. (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 development shall consist of only one architectural style per structure or property and not introduce elements definitive of another style. 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 reconstruction. The rehabilitated residence will resemble the original structure on exterior elevation. The proposed additional space at the rear of the property is in scale and massing with the existing historic residence. The additional space is subordinate to the original residence and is located to the side and rear of property. The existing cupola may not be an original feature to the home and could have been added at some point in time without a permit. The new reconstructed cupola is designed with one window on each end and three windows on each side. The windows are fixed 6 light style. The revised cupola design is an evaluated improvement to the overall design of the historic structure. The proposed window style will be impact rated white aluminum frames, single hung, with 6 over 1 pattern, with round fixed nautical windows on the new addition and one on either side of the fireplace. The proposed doors are also impact rated white French doors with 10 divided lights per door. However, several of the shutters on the east and north 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. Shutters dogs (hold backs) are also required on historic structures with shutters. The proposed green tinted glass will be examined by the HPB and staff for appropriateness with a historic structure. 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. Several of the proposed window and door opening sizes have are altered from the existing openings due to the function on the interior floor plans. The relationship of the width of windows and doors to the height of windows and doors are visually compatible within the subject historic district. 55 SE 7th Avenue;COA 2015-240 HPB Meeting October 7,2015 Pace 3of8 specifically with provisions of Section 4.5.1 and the Secretary of the Interior's Standards for Rehabilitation. 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". (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 should 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 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) 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) 55 SE 7th Avenue;COA 2015-240 HPB Meeting October 7,2015 Page2of8 The rehabilitated and the new components of the residence will be finished with painted wood clapboard siding. The body of the house will be painted Platinum Gray, the wood fascia board and wood columns Super White, shutters painted Charcoal Slate and the front door painted a muted red. The new dimensional asphalt shingle roof color will be "Driftwood" by Owens Corning. Three associated variances are also requested and are as follows; 1. Variance seeking an approval to allow parking within the 25' front setback. A new driveway will be re-introduced in a similar location of the historic driveway. 2. Variance seeking approval for a reduction in the east (rear) yard building setback line for the proposed positioning of a new attached appendage to the residence within the site. An 8' reduction is requested from the code required 10' to a proposed 2'. 3. Variance seeking support for the positioning of a new swimming pool (10' x 16') located in the east (rear) and south yard property line setbacks. A 5' reduction is requested from the code required 10' to a proposed 5' from the east (rear) and south property lines. The subject COA and its associated variances are 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 except as noted. Requirement Provided Open Space (Minimum, Non-Vehicular) 25% 43.6% Setbacks: side interior(north) 7.5' - 7.5' rear(east) 10' 2' * front(west) 25' existing side interior(south) 7.5' 7.5' *See#2 Variance Analysis STAFF COMMENT: As illustrated above, the proposal maintains two of the existing setbacks with the subject improvements. However, there is additional encroachment within the front setback (parking), and rear property setbacks, thereby requiring a variance for each. The variances have been analyzed further in this report. 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 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Michael Marco Authorized Agent: Cope Architects, Inc., Roger Cope Project Location: 55 SE 7th Avenue, Marina Historic District HPB Meeting Date: October 7, 2015 File: 2015-240 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) and three variance requests associated with the rehabilitation of the historic residence on the property located at 55 SE 7th Avenue, Marina Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The property is located within the RM (Multi-Family Residential) zoning district. The historic (currently vacant) ranch style residence was built in 1935. The subject property contains a one-story contributing single family residence with a front porch and roof cupola. There was an original detached garage structure located at the rear of the lot but it does not exist today. A later carport addition and driveway were located on the north side of the existing structure and the carport has been removed. The current condition of the exterior of the residence requires conscientious repairs and appears to have been neglected for some time. The double lot is being divided into two properties, and new construction is proposed on the north parcel and will be identified as 53 SE 7'h Avenue. The subject lot measures 50'x 100'. The current request is for the rehabilitation of the historic residence and the addition of new living space where the garage was once located, a new interior connection from the main residence to additional living space, steps to the exterior, swimming pool, new concrete driveway strips, hardscape brick paver patios around swimming pool and front entry walk areas. The height of the existing residence will be 17'- 8" grade to roof ridge and the addition will be the same height measurement. Additional architectural items that are proposed are as follows: 1. Restore original wood siding (horizontal and vertical), replace damaged material with new milled product to match existing where necessary 2. Replace the entire roof with a dimensional asphalt shingle roof (to replicate original roof material) 3. Redesign and rebuild the (non-original) roof cupola 4. Replace all existing doors and windows with new impact rated units, aluminum, (windows 6 over one pattern, circular metal frame fixed windows, 6 light fixed windows (cupola) all with green tinted glass 5. Create and alter existing window/door locations 6. Chimney-remove faux stone veneer and expose original red brick chimney 7. Existing wood shutters to remain _ it 1 I 2 1 3 1 4 E 5 I 6 r 7 I 8 1 9 1 10 1 1 1 ,• 12 13 14 _I . A PRIVATE RESIDENTIAL PROJECT: HPB DESIGN SUBMITAL 2, - THE MARCO RESIDENCE: SOUTH PARCEL u 55 SE 7TH AVENUE NM DELRAY BEACH, FLORIDA GENERAL NOTES CODES - VICINITY MAP INDEX L L ARCHITECTURAL DOCUMENTS: ARG4-I fTEGTl1RAL: CMS*51 FLCICDA.!WILDING CODE,2011 EDmaiAto- I. THE CCNTRAGTOR SHALL f'£R'gf1 ANY AND ALL QITTu11 AND "• A T-f101 LIFE SAFETY CCDE AL9 ASCIVEL11Wl SPECFICA71,245 rATCHNG NECESSA cr TO COTLETE THE WORK. - FLORIDA P rR£vENT10N CODE,7615 EDmON WO'RADIUS MAP[FOR VAR A E FENCE} 2. THE CCNfRACTOR SHALL NOT DISiclTf EDCLSTING'SERVICES NATIONAL ELECTRICAL CCDE,2013 EDITION SURVEY AS F'AO'vIDED BY QItER OrE1tA1'00.Qe UTILITIES WTNOUi OpTANP1Ct C1fl•ER'S rage K AJ 'AL AND WTRIICTIONS IN EACH CASE FLCRIDA YlLHANICAL CODE.2013 EDITION K • REOII,.� _ SOt J•C%:AL: .:.. .. S. ALL • -SMJC71ENit> OISKMA.pFh'AItALL>;ONFOlof 7G3+! •. DAIA ADInCp pEJpA-�, ,01S.EDJ35GM::. - .. 0 Cr ":.::FC [tYaAACNt&6T7lRaLTSR7RP1.Ait :+.'. .. .. O 4. THE . - ore SHALL visa'THE:tOF3 41B AND 13E RESeCNS114.E vola.' Jµ.L OTHER RULT-4,"REF ALATICNISt AND CDDES HAVING SUREDICT1Qi • - .. .. .. . THE rR10R••CGt"!'E7JCMa Cd1S71l1CFIdLGGS1DITWNS.AN1?Ak1FTWCk1! - .'M!ICWiDNfkV;FICt7 Nt`CQ�A�ICIYJ.FfLTED T4.� .. .. •' • CI) - . :•. - • : - • - - CRT'CF DFl14.47 IDEACtf,PAttf BEACH CQINTT-INE'MATE to FtORIDA'' ... .. .. ,; MS` t°ROPC6FD LL S. 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Drown CE) #=tlltNDOBiA1LA!!'.1 R• "'�'�9 "�r fvcA 1.ANA8L`11Pt"'�RLGTi _ ,. .>o�....:..i •r . RW COPE :I1NpDIf{.R£F£R81 : Et ... '.. .. :: .. ,' : .-..' CrI .. .... .. - - Play No B CAS1 A1.LAIa/A.,S�I, 20 M RCO M M.P. r.4014 WPC `4 a 1.vw1aar/ 8{5!E'IL7 STREET CAD Fib No. NOTE REI�RENCE) rii-REFERENCE NUMBERNY $G^A RATQ{f�(JRIGA 33 -2 35 COVER SHEET - �� �L �▪ >A Date R. ..our at our AUGUST 10,2015 FHo f5413 SS4-3'65 REVISION REFERENCE. Z\t-REVISION NUMBERa� ` "+w A FAX (SM)55l-866 Drawing No. Mal A M - ' 4 13.1•1••e11•M+o nm ere �'n • MOO c •n wwww • Im rw°m ID COPE ARCWIECiS,WG,2015 Mi 1LLLa i - .�..� ..�.�.�.�..� "" of 1 I 2 I 3 1 4 5 6 I 7 I $ 1 9 I 10 I 11 I 12 I 13 I 14 • 1 I 7 1 3 I 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 12 4 13 14 I GENERAL NOTES N N ARCHITECTURAL: BUILDING CODE COMPLIANCE: WALL COVERING: o - L THESE DOCLM NT6 INDICATE THE DESIGN INDENT OF THE CONSTRUCTION 22. LNLEb6 OTHERWISE NOTED,UMEN DRAWINGS ARE N CONFLICT.ENLARGED L THE CONTRACTOR 8WAI I PERFORM WORK N ACCORDANCE LW APPLICABLE L INTERIOR FINISH MATERIALS SHALL COMPLY WI14 LOCAL CODES. LUNEN PROJECT N ORDER TO ESTABLISH STANDARDS FOR QUALITY AND/OR PLANS I DETAILS ALIa1 I GOVERN HOWEVER THE ARCHITECT SHALL MAKE CODES,REGULATIONS,LOCAL AUTFIORITY RE6LLAn0NS a LOCAL CODE REQUIRED BY BUILDING CFFICIAL(S),APPLY FLAME PROOFING TO FABRIC PERFORMANCE. THE FINAL DETERMINATION N THESE MAT Io . OFFICIALS DIRECTIVES. WALL COVERINGS, 2. THE CONTRACTOR SHALL INVESTIGATE THE JOB911E a COMPARE THE COS 23. SUBMIT FOR AR:SIITECTS REVIEW ABOVE BUILDING STANDARD SAMPLES a 2. THE CONTRACTOR A+-WI L PROVIDE TERMITE PROTECTION A5 PER F OC 134611 2. WALL COVERINGS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS M VA/THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE N ARCHITECTS COST. LITERATURE SUBMIT FOR ARCHITECT CONSIDERATION SAMPLES a PRODUCT SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLICATION,NCLL/DNG o M WOR(DESCRIBED N THE CD'6 4 THAT IS REQUIRED OR REASONABLY IMPLIED LITERATURE a OT1-182 PERTINENT DATA OF ANY PROPOSED SUBSTITUTIONS,ANY PARTITION NOTES: lt7'll-ERATURE AND DUST CONTROL WALL COVERING RECWC BACKING SHALL • TO ACHIEVE THE DF E4 INTENT OF THE CC S. THE CONTRACTOR SHALL 6UB6nTUTICNS ED PRDPD6EJ BY THE CONTRACTOR SHALL BE SUBMITT TO THE BE SO APPROVED, APPLY WALL PRIMER PRIOR TO APPLYING ADHESIVE NOTIFY THE ARCHITECT CF ANY CONFLICTS BETWEEN EXISTING CONDITIONS a ARCHITECT FOR APPROVAL PRIOR TO IMPLEMENTATION. IT IS THE CONTRACTORS FOLLOWING MANUFACTURERS INSTRUCTION ANY NEW WORK,IF ANY OMISSIONS IN THE DRAWINGS a ANY RESTRICTIONS RESPONSIBILITY TO RESEARCH 4 QUALIFY THAT THE PERR2R'7ANCE a L Cl F44.DIMENSIONS MUST BE HELD. DIMENSIONS NOTED A5 FINISHED FACE. RELATED TO THE FNEI'ITION OF THE WORK INCLUDING THE COORDINATION UY CONSTRUCTION SPECIFICATIONS MEET THOSE OF THE ORIGINALLY CRNCCWED ITEM 3 LI INSTALL SEAMS PME3 a NOT LESS THAN SIX l6)3100HE6 FROM CORNERS ST1CTUEJLL AND MEP RELATED WORK. TO SUBMISSION FOR AFPRO✓AL CONTRACTOR SHALL BE LIABLE FOR 2. DRAWING DIMENSIONS ARE TO THE FACE CF UNLESSES STUD SURFACE UNLESS CLEAR CR HORIZONTAL SEAMS SHALL NOT BE PERMITTED WINDER ANY CIRCUMSTANCES. Z- Rl MATERIALS,THAT ARE NOT AVAIL/AW F DUE TO UNTIMELY ORDERING a FOR THE CRITICAL Ham I BE MEASURED FROM FINISH FACE TO FINISH FACE. 3. THE CONTRACTOR SHALL BE RECUIRED TO PROVIDE A COMPLETE JOB IN- COORDINATION OF SUBSTITUTIONS W/OTHER TRADES a DI9CPLNES. 4. REMOVE EXCESS ADHESIVE PROMPTLY,REPLACE PANELS 11114IC4 CANNOT BE EVERY RESPECT THAT Al I',IS FOR THE RILL USE OF THE COMPLETED 3. MAKE NO MECHANICAL.ATTACHMENTS TO EXTERIOR BUILDING SURFACES COMPLETELY CLEANED_ L FACILITY a CONSISTENT UY THE DESIGN INTENT OF THE CD'S. THIS SHALL 24. SHOP DRAWINGS(11110(2)COPIES TO ARCHITECT a TWO(2)COPIES TO ENGINEER). lUI7RHCU PRIOR NOTIACA710N AND APPROVAL FROM THE ARCHITECT. NCLIDE,BUT NOT BE LIMITED TO,COMPLETE UTILITY CONNECTIONS FOR I-2O, AS REQUIRED.SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR S. INSTALLATION CF PATTERNED FABRIC WALL COVERINGS SHALL BE MATCH AT L SEWER,RAN WATER LEADERS,DRAINS, PER(1W TRANSFORMING TO ACHIEVE CONSTRUCTION. SUBMIT FOR ARCHITECT'S REVIEW PRIOR TO FABRICATION OR 4. CONSTRUCT CEILINGS A PARTITIONS PER MMLFAGTUAER5 RECOMMENDATIONS Fia.F TO ADJACENT FABRIC PANEL. APPROPRIATE a NECESSARY VOLTS a Pb),GROUNDS,NATURAL OR LP GAS, P Nx CN-.AE 6 40P DRAUISGS OR SAMPLES FOR MIILI,LLOR.CUSTOM METALWORK WITH DEFLECT I NS NOT TO F•F E0 VJ40 OF THE SPAN/ PROVDE FIRE RATINGS A'I VENTS,VENTILATION SMOKE EVACUATION I BLOCKING,SRIDGN ,STRUCTURAL CUSTOM CASEGOOD6 4 OTHER ITE18 AS REQUIRED BY ARCHITECT FOR ABOVE AS���BY CODE-SEE FBC AND LOCAL CODE AMMc7Nl'DMF)NT9 FOR ANY 6, REMOVE SWITCHLATI PLATES a SURFACE MOUNTED COMPLETION FIXTURES TO PERMIT WALL - SUPPORTS,ETC.TO ANOINT FOR THE COMPLETE a U.bRCI1G OF NOTED CR BUILDING STANDARDS ITEMS. SPECIAL FIRE STOPPIG REOWRFTI@N73 COVERING INSTALLATION a RE-INSTALL LION COMPLETTO1 - IFEWgD EQUIP-TENT. 11F IEI4T. 5. INSTALL WOOD BLOCKING AT ANY PARTITION SCHEDULED TO RECEIVE HANGINGiliMil 25. CHANGES IN THE WORK SHALL ONLY BE ALLO EST)1W NNE CF THE FOLLOWIG CABINETRY AND/OR SHELVING. 1. WALL COVERINGS SHALL BE FROMCONSISTENT DYE LOTS. 4. REASONABLY INFERRED CONDITIONS NOT OTHERWISE INDICATED IN THESE URITTEN DIRECTIVES, U ARCHITECTS DIRECTIVE FOR MINOR CHANGES IN WORK. CO'S SHALL BE NTE T-NE I EU AS HAVNG THE" MEANING AS THOSE MOST 2)CONSTRICTION CHANGE DIRECTIVE FROM THE ARCHITECT,OR 3)CHANGE EL NO SUBSTITUTION OF ANY SPECIFIED WALL COVERINGS OR FN°W MAY BE MADE SIMILARLY DETAILED a MORE FILLY DEFINED ELSEEHERE WITHIN THESE ORDER ISSUED BY THE ARCHITECT. CHANGES MUST FOLLOW MODIFICATION 6. INSTALL MOISTURE RESISTANT SUBSTRATE/WATER RESISTANT TYPE GTPAI.OM WITHOUT PRIOR APPROVAL CF ARCHITECT K DOCUMENTS. CONTRACTOR IS NOTIFY THE ARCHITECT IF CI APWCATIONS PROCEDLIFF_b NOTED IN AEA A201-ARTICLE 1. CHANGES REQWRNG A CIF BOARD OR CEMENTITICUS BOARD)WHERE CERAMIC TILE OR STONEWORK IS K ARE REWIRED. CONTRACTOR SHALL BE LIABLE IF INAPPROPRIATE INTER- IN COST OR TIME MIST WE EXPLICITLY NOTED AT TIME OF D16C151024 N HELD, INDICATED. am CC PRETATIO CONFLICT NS COLICT WITH OTHER ELEMENTS OF THE WORK NOTIFICATION OR ARCHITECT OR AT JOB PRO,QF3 MEETING a FOLLOWED UP WITHIN 1, INSTALL STEEL FIRN-IaNCG FOR PARTITIONS TO COMPLY WITH ASTM C-754 4 ONE T ILE: • 0 TWO(2)woRK.4 DAYS BY WRITTEN CONFIRMATION. IF CHANGE IS AGREED TOO 5. THE CONTRACTOR ANA!I FIELD VERIFY CONDITIONS a DIMENSIONS INDICATED WITHOUT EXPLICIT REFERENCE TO CHANGE IN COST OR TIME,A SUBSEQUENT GYPA.AU INS 1 COTRTICTION HANDBOOK BY UN GYPSUM, M,LATEST EDITION. L INSTALL TILE IN ACCORDANCE LW TILE COUNCIL OF AMERICA HANDBOOK FOR - WU THE COS a SHALL NOTIFY THE ARCHITECT OF ANY VARIATION PRIOR TO THE CHANGE ORDER MAY BE.LI TIFIABLY REJECTED- CERAMIC TILE INSTALLATION METHODS. THE PUSCHASNs OF MATERIALS,FABRICATION OR CONSTRUCTION. THE S. INSTALL 4 FINISH GTPS1'M BOARD TO COMPLY W/ANTI C-840,GA-216 BY CONTRACTOR SHALL BE LIABLE FOR RESTOCKING r'AH1,1,--.5,REPLAGEMENT 26. PERFORM WORK a INSTALL MATERIALS IN STRICT ACCORDANCE TW MANUFACTURERS GYPSUM 4SSO IATION a GYPSII CONSTRICTION HANDBOOK BY US.GYPSUM 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE SUBSTRATE(IA. ■ COSTS a FOR DELAYS IF HE FAILS TO COMPLY WV THIS PROVISION. SPECIFICATIONS a INSTRUCTIONS a NA MANNER CONSISTENT IW INDUSTRY LATEST EDITION. PREPARE SURFACE AS REWIRED FOR FINAL SURFACE FINISH MOISTURE RESISTANT GYPSUM JDCO-ID BOA ,' ERBOARD',ETC.). ii STANDARDS FOR WOROIANGHIP. AS RECOMMENDED BY GYPSIM CONSTRUCTION HADBOCK. J b. THE GENERAL CONTRACTOR,UPON AWARDING DWI-ARCM TO SUB- TORS,SHALL SU@11T TO THE ARCHITECT 4 THE OWNER A LIST OF 21. GYPSUM a METAL&IUD CONSTRUCTION SHALL BE DONE IN ACCORDANCEIY 9. PROVIDE FRE RESISTANCE RATED PARTITION ASSEMBLIES IDENTICAL TO . TELPHONE/DATA/ELEGTRIGAL NOTES: .. _ ITEMS I THEIR DELIVERY gCNFnll F4_ THE CONTRACTOR,PRIOR TO ORDERING RECOMMENDATIONS a WbTR1GTlOt16 R1131_I614ED BY US.GYPSUM Cp'APANIY- DFSICdNl+T1ON3(INDEtRWiWTE73S LABORATORY)BFTOWN IN THE FIRE RESISTANCE AN ITEM,SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT A OWNER GYPSUM CONSTRICTION HANDBOOK;LATEST EDITION.CONSTRICTION JOINTS MIST DIRECTORY CR LISTED BY OTHER TESTING AGENCIES ACCEPTABLE TO v Cl'ANY ITEM WHICH MAY AILS..THE PROJECT TO HE DELAYED DUE TO LONG OCCUR AT A MAXIMT1 OF 25 FT.ON I DERE/DE OF ROOF DECK. AUTHORITIES HAVING JURISDICTION. L LOCAL ELECTRICAL CODES.ACCORDANCE WORK SHALT-t3E IN IC.1PH F NATIONAL,STATE AND LIJ LEAD TIME IN OBTAINING T. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACHIEVING SUBSTANTIAL 28. FN18H CARPENTRY a MILLWORK SHALL BE DONE N ACCOFIDANCE UI/THE - ARCHITECTURAL WCGDWORC9 INSTITUTE CAW)STANDARDS FOR SELECTION CF MILLWORK NOTES: 2. IN M/ERP DPHITR-BUILD PROJECTS,MECHANICAL a ELECTRICAL ENGINEERING COMPLETION REGARDLESS CF DELIVERY DATES FOR MATERIALS a EG U1PM N{,T. MATERIALS,HARDWARE,FABRICATION WORK IANSFWP a FNISHNG. DRAWINGS SHALL BE EAUEIITTE7 TO ARCHITECT FOR RENEW•APP OVAL PRIOR RDES M L MILLWORK a CASEWORK SHALL COMPLY LW AR I-ITECTU2AL WOODWORK TO START OF CONSTRICTION. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY LLI S. THE ARCHITECT HAS NOT CONDUCTED NOR INTENDS TO CONDUCT ANY QUALITY STANDARDS,GUIDE SPECIFICATIONS a CIALITY CERTIFICATION PROGRAM, FOR COORDINATING VARIOUS TRADES. CONTRACTOR SHALL CONTROL INSTALL- ATION 2s F�/AMNE SURFACES TO DE 1 tMMNE 17HAT THEY ARE BOND,DRY,CLEAN a READY EDITION,OUBTO I GRADE UNLESS OTHERWISE NOTED. INVESTIGATION A6 TO THE PRESENCE OF HAZARDOUS MATERIALS,INCLUDINGLATEST AME7N75 CF ASSEMBLY INCLUDING MECHANICAL,ELECTRICAL,PLUMBING,FIRE ASPESTOS.WITHIN THE CONFINES OF THIS PROJECT. THE ARCHITECT ACCEPTS IN R INSTALLATION FNUFES OR MILLWORK PRIOR OF SUBSTRATEA I START OF ui H N9TAER:43 F N C Al I IMPLY ACCEPTANCE PEORM •OF IN I NOT BE NO RESPONSIBILITY FOR THE IDENTIFICATION THE REMOVAL CR ANY EFFECTS2. INSTALL FIRE RETARDANT TREATED WOOD PRODUCTS WHERE R£CWRED TO ALARM,DATA TELEPHONE,SPRINKLER PIING AVD ANY t ALL Ef311PMENi. GDvISE S FOR CLAIMS AGAINST I NG C NS CONSTRUCTION MANCE OF L_SM I FT1 MATERIAL. FROM THE PRESENCE OF THESE MATERIALS. COMPLY WITH THE BUILDING CODE ADN9E A 1-CT OF ANY!DOSING CONSTRICTION NOT LEVEL„ • 3. ANY DISCREPANCY 13E01E94 NE ARCHITECTURAL,MECHANICAL,ELECTRICAL 4 Q - PLUMB WITHIN/NDUSTRY STANDARDS PRIOR TO START OF CONSTRICTION. ICC - 9. THE CONTRACTOR SHALL I.FUF COMPLETE SETS CF CD''S TO EACH CF THE3. COORDD/ATE INSTALLATION OF ALL IN-WALL STEEL ANCHORAGE,GRC7.IlDS,a PLLIIBING ENGINEERS OR ANY OTHER CONSULTANTSFOR DRAWINGS SHALL BE SUB-CLRITRACTOI�FOR COORDNATON CF THEIR WORK AND DESCRIPTION OF MISCELLANEOUS BL OCINCG UM OTHER TRADES FOR PRECISE LOCATION. INSTAL M'TO THE ATTENTION CF THE ARCHITECT FOR CL RWCATIONN CONFLICTS 30. INSTALL a MAINTAIN NEGE88ART'COVERINGS,PROTECTIVE PROTECT OCCUPANTS, SCOPE. INSTALLED IN CONFLICT UU THE ARr'1 UTEGTS DRAWINGS OR CREATING CONFLICTS TE EXISTING RT DOORS a PARTITIONS a DUST BARRIERS TO PROTECT A1Tb 4, THE MIl1WCURK CONTRACTOR SHALL OBTAIN 4 VERIFY HELD MEASIIRE'7HNT8 DUE TO INSUFFICIENT COORDINATION CF WORN;SHALL BE COZ�CTED BY THE 4 WORK 4 FRISBEE TO REMAIN. REPAIR 4 REPLACE ANY DAMAGES ID. THE CONTRACTOR SHALL APPLY FOR,OBTAIN 4 PAY FOR PERMITS,FEES, CA G�iGa CONDITIONS AFFECTING H18 NITRIC a SHALL BE RESPONSIBLE FOR DETAILS a CONTRACTOR r THE CONTRACTORS DENSE a SHALL NOT IMPACT THE SCHEDULE. BY CTOOR SHALL BEE ESPO IT NO ADDITIONAL aL ALL. M GT OWNER G INSPECTIONS a APPROVALS BY LOCAL AUTHORTE6 HAVING,URIbDIG71CN DIMENSIONS A65WIZMG PRECISION 4 PROPER ASSEMBLY Cl'HIS PRDDUCifi G THE 11R DURING U NE EI RTBE RESPONSIBLE FOR ANY DAMAGE WLWCH MAY OVER THE PROJECT. CONTRACTOR IS TO PROVIDE COPIES OF TRANSACTIONS 4, REFER TO ENGINEERING DRAWINGS FOR CIRCUITING a SPECIFICATIONS. MECHANICAL nrrG1R DURING EITHER TFE DEMOLITION OR CONSTRICTION P4Ua5E TO THE TO OWNER NOTIFY ARCHITECT OF ANY VARIANCE W/CODES N FOOTLE [ELECTRICAL ENGINEER'S DRAWINGS DO NOT SPECIFY LOCATIONS OF FIXTURES, CONTACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WY NE REGULATIONS EXISTING BUILDING. CONTRACTOR SHALL REPAIR SAME IMMEDIATELY TO MATCH 5. COORDINATE ITEMS TO N°�IGF DELIVERY TO THE PROPERLOCATION a PUNS,OR ELLIPMFNT-REFER TO ARCHITECTS DRAWNGS. ADJACENT b OF ANY t ALL PUBLIC AUTHORITIES(FEDERAL,STATE a I rTCAI)HAVING U1RFACEb IN GOOD CONDITION ASRIr'7 PHYSICAL ACCOMMODATION UWTHIN THE OOFNE.G OF THE PROJECT- T1ON OVER NE P OJECi AS REQUIRED_ 3L WORK DAMAGED DURING CONSTRUCTION CR NOT CONFORMING TO SPECIFIED 5. SEPARATE JUNCTION BOF-9 BY AT LEAST ONE!U STUD WHERE TELEPHONE a Cle no STANDARDTOLERANCESN OR MAFACTUIRER'8 INSTRUCTIONS FOR INSTALLATION S. SET WORK FPLti`IB,LEVEL a C-7OP 1A SCRIBED TIGHTLY a/Cn sFgTELY TO ADJT. ELECTRICAL CUTLETS APPEAR BACK-TO-BACK OR 8DE-BY-BDE - . IL PROVIDE a PAY FOR ANY AND ALL MATERIALS,LABOR EQUIPMENT,TOOLS, SHALL SE REPLACED AT NO ADDITIONAL COST TO THE CURER SURFACES,SFIOFI Y ANCHORED IN POSITION INDICATED ON DRAWINGS TOLLI CONSTRUCTION FAUIR1ENi,WAREHOUSING,TRANSPORTATION aDELIVERY COSTS, HIGHEST QUALITY STAMDARRDg. b. OUTLETS,SWITCHES a JUNCTION BOXES LOCATED N ACOI ETTCAL PARTITIONS I4016TIG,REMOVAL OF TRASH a DEBRIS,a OTHER FACILITIES 4 SERVICES 32. MAINTAINEXIT,EXIT LIGHTING,FIRE PROTECTIVE DEVICES A LIFE SAFETY SYSTEMS SHALL RECEIVE FaILVALENi INSULATION BEHIND BODES. o F NECESSARY FOR THE EXECUTION a COMPLET'ION OF THE I.ORC IN LOW ING CEDER F 1. LAMINATE FIYFS CF COINTERTCP6 A FT,P6 OF DOORS PRIOR TO FACING 2 W.FOF WALL MOUNTED OUTLETS ARE INDICATED SIDE-HY-SIDE,THE MAXIMUM U. WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHER- 33. EXIT DOORS.EGRESS DOORS a OTHER DOORS RECWRED FOR MEANS OF EGRESS, COUNTERTOPS OR DOOR. SEPARATION SHALL BE SIX(6)INCHES,Cl':ITITERLNE TO CENTERLINE,LION_ la WISE NOTED. REFERENCES TO THE CONTRACTOR SHALL INCLUDE THE GENERAL 6HAL BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOW- 8. COORDINATE F-xdrT PI AG:FN'IEN7 OF PL101BNG I ELECTRICAL FXTJRE9, CI ` CONTRACTOR AND ENE-CONTRACTORS. I F 1E OR�pRT8. GANG ELECTRICAL CUTLETS a SWITCHES UNIE RE POSSIBLE. I - NUITO4E3 A CUTLETS TO BE INSTALLED WITHIN THE hill 111Y>Fir B. THE CONTRACTOR SHALL BE SO FI Y RESPONSIBLE FOR a HAVING CONTROL 34, VERIFY KEYING REOIIRB'IBNTB OF ALL NEW I CV-1F3 WITH OWNER Y WALL MOLNTED ELECTRICAL,TELEPHONE A DATA OUTLETS SHALL BE NSW 1 PT CC OVER CONSTRUCTION MEANS TECWNIC/1ES,SEQUENCES t PROCEDURES a FOR 9. REPAIR,REPLACE OR OTHERWISE MACE GOOD TO SATISFACTION OF ARCHITECT AT EIGHTEEN CIS)INCHES ABOVE FINISHED FLOORS,UNLESS NOTED OTHERWISE COORDINATING PORTIONS OF THE 11ORG EOIIRED BY THE CD'S. 35, 24 HOURS PRIOR TO n-^IPANCY OF ANY PHASE,THOROUGHLY CLEAN SURFACES DAMAGE INCURRED TO MII I IiYNF✓DURING CONSTRICTION. CF DUST,DEBRI,I/AIFF=CONSTRUCTION MATERIAL a ECEIR'ENT_ VACADI OR MOP 10_ INSTALL LIGHT SWTCUFS AT FOIRTY--EIGHT(48)INCHES AFF.a WITHIN EIGHT(8)INCHES ICC _E H. THE ARCHITECT a OWNER SHALL NOT BE RESPONSIBLE FOR THE ERRORS, FLOOR5 4 CLEAN WNDOIIS. THE CONTRACTOR,AT THE COMPLETION OF THE IS. ADJUST DOORS,DRAWERS a HARDWARE FOR PROPER OPERATION A CLEAN OF DOOR FRAME,UNO_ FOLLOW ADA FRFYAI AT:NS IN PUBLIC CIRCUIBTANKES.()MISSIONS OR DELAY&RESULTING FROM THE CONTRACTOR'S PERFORMANCE PROJECT,SHALL CLEAN THE ENTIRE BUILDING AND LEAVE IT IN ACCEPTABLE SURFACES_INSIDE a OUT. E CONDITION. II. THERMOSTATS SHALL BE INSTN I Pr)AT SIXTY(60)INCURS APP.ADJACENT TO B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR,ACTS a 0MIS610NS OF THE IL COMPLY UW/MILLWORK MANUFACTURERS a INSTALLER'S RECOMTIENDED OPTE'Ut1 LIGHT SWITCHES,UNLESS NOTED OTHERWISE f CONTRACTORS EMPLOYEES,SUB-CONTRACTORS t THEIR AGENTS A 36. SUBSTANTIVAL COMPLETION SHALL BE THE DATE CN WHICH THE PREM18E8 ARE TEMPERATURE a HItIDiTY CONDITIONS FOR 67CRRAr ri I INSTALLATION OF WORK. EMPLOYEES a ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER AVALI Aw F FOR OCCUPANCY FROM THE CONTRACTOR I SHALL BE A&DEFINED D. INCANDESCENT LIGHT FIXTURES ARE TO BE ON DI-PMEl7b,UND- ILI A CONTRACT WITH THE CONTRACTOR IN ALA DOCUMENT A20L ADDITIONAL TOUCH-UPMINOR OR INSTALLATION WORK U. COMPLY W/ARi^HITECNRAL WOODWORK CIALlI'STANDARDS,GUIDE - - MAY BE 11CO-PLETE SPECIFICATIONS a QUALITY CERTIFICATION PROGRAM,SECTION 1500 FACTOR Ci. WLRF'GF LIGHTS A SWITCHES ARE NOT NOTED YU A 1 PGIFQ CASE LETTER _/ IS. OTHER CONNTRACTORE I THEIR EWES-CONTRACTORS N ONTRACTORS MAY BE WOWING ON THE FINIENG SYSTEMS FOR FINISHES NOTED. DESIGNATION,THE SWATCHES 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 a EOLIFMF71T FURNIGHED 4 • FDCTUREB IWTHN ROM.THAT SPECIFIC O D SHALL BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANY SIB- NSTA LED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED, FINISH NOTES: - D R IMP CONTRACTOR,TO IMPEDE NE ACCESS OR OPERATION OF ANY OTHER a WORK SHALL BE OF GOOD QUALITY,FRE FE ROM FAULTS a DEFECTS A CONFORtS IA FLOORMC:UNTED OUTLETS ARE DIMENSIONED F ROI1 THE CENTERLINE OF THE ,w CONTRACTOR ON THE PREMISES,EITHER WION OR 11014-1A00N. WITH THE CONTRACT DOOS'ESITB, L INSPECT MATERIALS FOR DEFECTS,FLAWS,SHIPPING DAMAGE,CORRECT'COLOR CUTLET TO THE FINISHED FACE OF THE PARTITION AND/OR COLUMN,IIJL.F55 1110 �+ n. W ORC SHALL BE DONE DUR NG NORMAL UK)RK1NG HOURS_ CONTRACTOR SHALL a PATTERN,INFORM ARCHITECT OF ANY DEFECTIVE MATERIALS 4 COORDINATE NOTED OTHERWISE. 11018- SCHEDULE•I ...,G 60 AS NOT TI L 1 ORKIN0,I Y DIbTLINt3 RAY 38. FOR A PERIOD OF CNE(I)YEAR BEGINNING AT THE DATE OF SUBSTANTIAL W/THE MANLFACTUIREIR FOR ACCURATE SHIPPING DATES FOR THE REPLACEMENT NEIGHBORS SHALL BE RF NOT TO L FCR ANT OVERTIME Rt3CO A INCL�ED COMPLETION,CONTRACTOR SHALL PROMPLY C�FCT WORK FOND NOT TO BE MATERIAL. - B, ELECTRICAL ITEMS INDICATED NOR ON CABINETRY SHALL BE SUPPLIED, - N ACCORDANCE Ul/THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BEAR INSTALLED 4 COORDINATED BY TILE CONTRACTOR THEREBY. ALL COSTS OF CORRECTIONS. 2. FLOOR CAVERNI-5 SHALL BE REPAIRED IN RENOVATION WORK TO MATCH ADJACENT SURFACES. FLOOR COVERINGS IN CLOSETS SHALL MATCH ADJACENT IS. ELECTRICAL.SUB-CON/TRACT(7R SHALL MAKE FINAL CONNECTIONS FOR ALL FLOOR IS. THE CONTRACTOR SHALL COORDINATE a WORK UL BUILDING OWNER RECoAR)- 99. UNLESS OTHERWISE NOTED,FASTENERS A ATTACHMENTS SHALL BE FULLY OR WALL CUTLETS TO FURNITURE SYSTEM POWER MOLES(WHERE APPLICABLE) Z C ING HEAT,WATER,ELECTRICITY,DELIVERIES,ACrF'+S,ELEVATOR AVAIL- CONCEALED FROM VIED U WNLEL NOTEDFS9 SS OTHERWISE INSTALLATIONR FLOOR COVERING IN CLOSETS SHALL MATCH ADJACENT ROOM - FOLLOWING MANUFACTURER'S STANDARDS FOR AND APPLICA F E. 0 ABILITY,STAGING,NOISE CONTROL,TRASH a DP.F15 O REMOVAL,HOISTING, a ANY OTHER UTILITIES OR OWNERS RILES a AATION9 CONCEIE 3G THE CODES. REO{ a PROJECT SITE. CONTRACTOR SHALL COORDINATE LEE CF R�6TRJO'1 �. hE ARCHITEOT9 SEAL AFFIXED TO TNE9E CONTRACT DOCUMENTS,uHALL 3. CONTRACTOR W LL BE RESPONSIBLE FOR F%i✓PG AN APPROPRIATELY N FACILITIES FOR HIS E'PLOYEPG WITH THE OLLNEiR ERNIFY TO THE BEST OF CUR KNOILEDGE,THAT THESE DRAWINGS MEET THE LEVEL A SMOOTH CONCRETE OR OTHER SUBSTRATE TO MEET THE CARPET CIF n. PHONE 4 DATA OUTLETS SHALL BE SINGLE OUTLET BOX UW PULL STRING a RING [. o n AFPLIRAAN F STATE t LOCAL CODES. IF ANY PORTION CF THESE DOCUMENTS IS CARPET IT USED)/TEEING INDUSTRY STANDARDS PRIOR TO INSTALLATION. FOR WIRING. WIRING OR CABLING SHALL BE BY OTFERS UNLESS NOTED OTHERWISE. - i g - N9. NE CONTRACTOR• LL MATERIALS SO AS NOT DELAY FOLD TO BE IN CONFLICT UY STATE OR LOCAL CODES,THE ARCHITECT^11UAI I N SUBSTANTIAL COMPLETION SHALL PROCUREC CONTRACTOR SHALLO NOTIFYTO DELAY - BE NOTIFIED IN WRITING BY THE CONTRACTOR 4, CARPET,F USED,SHALL BE INSTALLED IN THE SAME DIRECTION. SEAM M& THE SIZE OF NB/1 TELEPHONE a DATA LINE CONDUITS SHALL BE AS PER c - CARPET AT DOORS AND ON CENTERLINE OF DOGREL TYPICAL SUPPLIERS SPECIFICATIONS. VERIFY RECUIRE1ENTS 1W OWNER Drown COPE WITHIN FIVE(5)DAYS OF FXFnITION CF CONTRACT OF ANY MATERIAL 4L CONTRACTOR SHALL BE RESPONSIBLE IN PROVIDING THE OWNER A COMPLETE DELIVERY IHICH CAI n DELAY COMPLETION OF THE CONTRACT. SET CF'AS-BUILT OR RECORD'DOC MEATS. PAINTED SURFACES: IS. INSTALL SUILDIG STANDARD COVER PLATES FOR OUTLETS a SWITCHES. Project No. 6 70. COORDINATE SCHEDULING,PROVISIONS FOR INSTALLATION,LOCATIONS,4 42. PROVISIONS OF THE AIA A204-GENERAL CONDITIONS,APPLY TO THIS CONTRACT 2015.39HAR00 3 INSTALLATION OF ITEMS FURNISHED BY THE COINER a BY OTHERS,FOR THE BY RS.ERENCE L.NLESS SPECIFICALLY MODIFIED IN WRITING BY THE OWNER OR L PAINTED FINISH METAL a WOOD TRIM SHALL BE SEMI-GLOSS,ALKYD ENAMEL„ 20. EXHAUST FANG SHALL BE SILENT 1NWNIG•6FNAl.L HAVE A MINIMUM EGHi CS)FOOT Fj,p Pik No. PURPOSES OF TH16 CONTRACT. THE FOLLOWING ABBREVIATIONS APPLY. COLOR TO MATCH ADJACENT WALL 1NLES6 NOTED OTHERWIIAF OTHER SURFACES LONG DUCT B(I)114 N THE RETURN AIR GRILLE a FAN MOTOR DUCT SHALL BE ACCHITECT, LINER DO NOT LOCATE FAN MOTOR SPEC SHEET CF-01.OWNER FURNISHED a OWNER INSTALLED,OF-G.DINER FU@NI&NED fNWA1 I BE LATEX FLAT FiW6H. PANTED FINISHES WITHIN BATHROOMS 4 KETCHETU LINED W)/ONE CI)RICH MIN.THICK FIBERGLASS _ 4 CONTRACTOR I STALLED,CF-CI.CONTRACTOR FURNI54-L D a CONTRACTOR GALLEYS/PANTRY SHALL BE 9E11lGLO99 ALKYD ENAMEL ABOVE CEILING CF ROOT SERVED BY FAN-LOCATE MOTOR ABOVE CORRIDOR INSTAI I FD,AND CF-O•CONTRACTOR FURNISHED a OWNER NSTAI I Fn. OR OPEN AREA CEILING. PROVIDE SPARK FFROIF MOTORS OR E IF APPLICABLE) N PROOF AUGUST 10,2015 2. PREPARE FOR a APPLY PAINT IN ACCORDANCE Ulr THE MANUFACTURERS SPECS. MOTORS FOR LOCATIONS INVOLVING FLAMASLE MATERIALS(ONLY IF APPLICABLE) mowing No. 2L THE CONTRACTOR SHALL COORDINATE a UAORG lW TRADES ON THE PROJECT FOR THE PARTICULAR SURFACE,ONE(I)COAT PRIME a TWO(2)FINISH COATS 2L ACCESS PANELS AS REQUIRED SHALL BE INSTALLED FLUSH lW CEILING a FINISHED NOT LENDER CONTRACT Ul/THE CONTRACTOR CIF.TELEIiHCNE DATA LINES, MNI1d1 APPLICATION FOLLOW INDUSTRY STANDARDS FOR SURFACE PREPARATION TO MATCH THE ADJACEQ I EDG FINISH LOCATIONS OF ACCESS PANELS ARE TO FIRE ALARM,ETCH. ANY CHANGES OR DELAYS ARISING FROM CONFLICTS a APPLICATION ENVIRONMENT(TEMPERATURE A HUIDITY), BE REVIEWED WRH THE ARCHITECT PRIOR TO INSTALLATION. as ■ O A A SEULEEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR '!/.\i` AT NO ADDITIONAL EXPENSE TO THE OWNER COPE ARCWTECTS,NC.,2.015 1 I 2 I 3 I - .�.�GG..�aa --- - .... of 4 5 I 6 I 7 1 8 9 I 10 I 11 I 12 13 I 14 1 1 2 1 17 f 3 f 4 I 5 - ! 6 I 7 ( 8 I 9 I 70 T 71 T 12 I 13 1 14 ( 15 1 16 • `N T_6, �� „• ' CzENERAL GRADING NOTES: 8 / • • - y yp'y T.)UNDER NO CIRCLIMTANCB SHALLTHIS PROPERTY BE GRADED SO THAT STORM WATER - RUNS OFF ONFO ANY ADJACENT PROPERTIES. 1)SEE SUFFICIENT PROPOSED FINIAL GRADES AND ASSOCIATED DETAIL INSURING STORM WATER DOES NOT FLOW ONTO ADJACENT PROPERTIES. M 3.)PLEASE SEE SURVEY FOR EXISTING GRADE;D ALL PROPERTY Me:BON ALL Z ADJACENT PROPERTIE,MINIMUM TNO(2)GRADE'PER PROPERTY UNE. O M I I I I 4.)PLEASE SEE FLOOR PLANS FOR FINISH FLOOR ELEVATIONS OF ALL STRUCTURES WHICH ARE ALL MINIMUM]t ABOVE TIRE CROWN OF THE ADIACENT STREETS DC ROADWAYS. IX , I I I S.)PLEASE SEE SITE PLAN AND DETAILS FOR MINIMUM T DEEP SODDED SW ALE BETWEEN SITES I PROPERTY UNE AND AU.ANACENT STREETS OR ROADWAYS. _- 1 II PROPERTY LINE SDO OW DO'E •r.C(5)I o, L E DATA (SOUTHLOT): -- • J- PROJECT AT I �,ter •/I - \�`told = I _EXISTING FENCE TO REMAIN PRDF'06ED TOTAL WADING/FLOOR AREA- A.1912JZYo 60.FT. .-314X OF LUTE I =�/%/_j%%••4 \``�/. o . I .I. o%^// E;�\';`% In PARK/ND A PAYED.A .46- .-10000 SG FT. •-D.E.A.OP 917E I --------- I :�C:`;2: I PROPOSED 10266'6W6PING root K OPEN LANDSCAPED SPACE- •_21E000 SQ FT. .-43bX OF SITE I I I I I•/,- f 7'.'.::`: ;. 1 N WATER BODIES(POOL)- ••160 SO.FT. •-32X OF SITE - j. ak I • � ..��i,�'�.�ii r( TOTALS .-5p002Y0 60.FT, 100X OF 617E I I I j , 1$ ��::',/,Q':f-i i _`'• "-I ci /'^'�.:; 'C�ce:+now J • I/ • - Teo rltOl'OSEp D(R1gC PAYER WALKS.TYPICAL - PARKING:DATA: REaR� PRDYIDED . FT1 / '•. -1---'-;zi/a, n:..:,,: 1 — W'1-evLn FAMILY RE61DI7dTTAL• - I I I I } I, 4::: j '.� M TLLO(2)PER NW6EMOLD TWO(2) ''�:- :'• - R.IE r•�IES7(V PER Ant IR6urr T) RIE N I I I I'rr.."•* /�'//14i:i a> PROPOBF-D LOCATION FOR SCREENED REFUSE COLLECTION j TOTAL& THREE(3) THREE(5) i i 1 / \ NEW FENCE TO MATCH EXIST6Y• LLJ —NEW SATES TO MICR NFIU FENCE � co LEGAL DPSCR1PT10N: - z �' cl j ,� (A6PI�YDm,�> ,> I I &I i / - I2 nth'ct � I — I. a W u �1 O Ina ,� SITE DATA: (APPROX.5,000.00 SO.FT.OR +- 0.115 ACRES) I I I El".... j%% — I m ZONED: RM (MULTIFAMILY RESIDENTIAL DISTRICT) j — fEBIRIP (,E(((,TCHHI6TaacAL - PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE , I i �(" T e `1rj j _ — I PROPOSED Lu F G I I I E . • . j _ _ 1 = ' I i ; j — I-- a G f , - --------i--T-------------_i-——- 2S MIN.FCiD}jtiRD WILDING SETBACX UNE I \ - i II I I `,,4`f,, `.jJ r a Lf — 1 PROPOSED BRICK PAYER WALKS,TTPIGAL 2 n ':--mow . :>,. y I N-1 1 Y`a _ \ PROPOSED 4'TALL CTtI PRIVACT ULIALI2FENCE Si S F I I I - - i - - ilk `�zM` I H / - a ---- ---�— _ _ • - -� - TRUE I— 0, _ n I ADDiTiLNNAI S VLTiMA1FJUGHT-OF-WAY LINE - ---\ N % TWO i / \ S .L i S f� N --1- - 1- - -- - . TH U - Jam, 0 -T PRDPERP/LINE rfrra CO'E ILDAD'DI I1 NOh / 2 , T----------- I f ID.VISIBILITY TRUNGLEI 10VLSIBILITYTRIANGLE Ce NQVQ E I • 1 I %lam c m K E L I it - ^'-""1^ I I I I I EXISTING S'UDE Ca-C ETE WALKWAY TO REMAIN,TYPICAL a EXISTING CURD CUT AND DIVE APRON TO O W EXISTING CONCRETE OAS I[LITTER TO REMAIN.TYPICAL U D - • D DRAINAGE - --------------SE=iT4-1—AVV-Nt ----------------- W _ (Y.22A OF PAVING N SC ULTIMATE'LOW.) CALCULATIONS (SOUTH LOT):- - TOTAL SITE AREA. 230100SO T. Al ARCHITECTURAL SITE PLAN 6�RY.16 AREA. 2d70ID0 50 FT. OR So AS FM3RYIW6 AREA• 2,190D0 6Q FT. OR 436X SCAM r•Na-ar STORAGE RECUIRE IEdT•1ST 61:11 OF R IGFF i - C VOLUME CF STORAGE RECi)IREO•C X I X A EtC IIEIRT:'F C.(X IPLFERvIOLIS X 09)•(X PERYICUS X 03) 1,6, P1 C C.(0.A64 X 09)•(0.436 X 03)•03201 .{ �I` 7 n I.RAINFALL INTENSITY.I PC7R 1 •02te33' I Iz - A•AREA•5.00 SO.FT. - - c$ THEREFORE W-CIJIRED YOL(tE•05201 X 00633 X 5000•2)1 CUBIC FEET w THE PROPOSED 6'D.X 1'-6'U X 62'-6'L ELIIAI F C.ALONY.THE NORTH PROPERTY LIE SHALL RETAIN I I I9 Drown <- ATTRJX 2345 CUBIC FEET OF WATER- I O RW COPE Project No. 6 d In PE o 2015.35HARC0 THEREFORE,VOLUME PROVIDED..-2345 C(.BIC FEET Lop, �c CAD Fib No. B SITEPLAN Data //''`` AUGUST 10,2015 - SYMBOLS LEGEND: A4: UJALE4CTION 'L1DrowIng No. NOT TO E STING TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY A ...Y. �� ■ O A E POSTING A WO PROPOSED NEM'TOPOGRAPKf(FINISH GRADE) COPE ARCW TECIS,INC..21J15 • 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 { 1S��-I��16 1 of —17 . 1 I 2 1 3 1 4 1 5 I 6 1 7 1 8 I 9 1 10 1 11 I 12 I 13 I 14 I 15 1 1 6 ) 17 1 N. PROJECT DATA (NORTH LOT): '�� / / 30'-0' So'-m' / o N PROPOSED TOTAL GROLND FLOOR A(tA- •-2)1000 SQ.FT. .-422%OF SITE PAR(NG N PAVED AREAS- •-56100 50.FT. .-123%OF SITE ', 1'-6' ( 2S- )• T-e Ti' j, 35 0' 1,66 / OPEN LANDSCAPED SPACE- .-I,16300 50.FT. •-353%OF SITE 5.-9',, - - WATER BODIES(POOL)- •-160 5 FT. •-32%OF SITE 0. TOTALS .-500000 SQ.FT. 100%OF SITE M PARKING DATA: REQUIRED PROVIDED oM RI-1-I•ULTI FAMILY RESIDENTIAL: I B TWO(2)PER HOUSEHOLD TWO(2) ONE GUEST(I)PER HOUSEHOLD ONE(I) _ TOTALS: THREE(3) THREE(3) Z LEGAL DESCRIPTION: EXISTING SINECURE TO REMAIN I (AS PROVIDED BY THE CLLINER) I ,1�///J_ ``•`�` 1J •///(//�� \ ��/_��/,'�';=1\ './//(////'�//' 4.___„„ --- •\�X lii-//- _ _ `�ll l/l�P0.0P-.:.•- 1� f4..Ua'15) ---- ;•rjiw& ,:**-�1'�{/t' 1.4 EwsrING FENCE To REMAIN :,4':►.._ / .::_.�.�,..T ,,«.„/,I / 4 �l I i11 y:i) /// 4i�4: „::.0 t EXIBTPIG FENCE TO REMAIN PROJECT DATA (SOUTI-� LOT): i ��I►� _ y + a r/ r/4/4W : .. — PRO('O.`AED TOTAL GROP.T)FLOOR A- ..I l C'��%)i xr .v.r •":"„�. ,:=`41�V��7;N� / P j ,y� � v;2RSL;Z %�� '�\!\'�/I'�� o ARE p 200 SQ FT. -31.ax OF SITE ' u / /;� ='��''.... //�u0:1L., kt ia; .G'=�.� 1. E . t � y j ''; ,;�i'IS/�i�..i iK:.'i ^ �i- A PROPOSED 10'XIb'8WP7'IPYa PCOL N PARKING!PAVED AREAS- .-18800 SQ FT. .-59x OF SITE Or .�:l-r i�)ii % /: a.`.N2.2•`'• OPEN LANDSCAPED SPACE- .2)8000 50_FT. •-43b%GF SITE WAli fir e►�=:`` %/%.... ��1 ♦v:��I',�� i ;``h'.hti% 1'�`\` K WATER BODIES(POOL)- .-160 5a FT. .-32x OF SITE - .'�''�11`- jtiinfle= ''�/I '1 ,at_■ `ti%i`ti%i�`'wiv'iti2 7♦; `pAll '`\ - K TOTALS .-5,00000 SQ.FT. 00%OF SITE Ala ► :72.-41. 1$,—� ��;'``ti`:2 %i;:'`%`-%`5i515$54Z5Z5! Am,:G kis �00 E \�\' �.Ii� '•; /I��/3�i�l jv !!!'.%iei(.>.`,'4_�f"aT'.;.'vsit�%M:ySSiffii!tI-'pPl� j •tic, 1 / - -- §.'.'.;.;.t yPROPOSED BRICK PAVER UTALI:S,TYPICAL^t"�•NG D REQUIRED .PROVIDED ��i �` F. �/G //j•U/ .'51 . I - R't-FULTI FAMILY RESIDENTIAL: I :4 /// -/ jj / '`44.TWO(2)PER HOUSEHOLD TLLO O) e�� � i�%/'•' - 1�yl� �"'/A'.Oi//'•j�////�/' �^i'2'2'`Si'ie 1[NE GUEST(I)PER HOUSEHOLD CNE(I) 1 w ; _-^si l� '\ 'p. j /% /F4/i ^^ EWFENCE PROPOSED LOCATION FOR BCREFI�D REFUSE COLLECTION W �i -.1/,; "_��� , j L /iib iv`„%ii"'iSfa � NEW FETNCE TO HATCH EXISTING U W,J TOTALS: TH( E(3) THREE(3) 3 ,,, . :ii �'.'t«_�!(�, / $ 21 - ,,..,%:V. -uv I` Int j j j==== I n, IOW GATES TO HATCH NEW FENCE z M j J LEGAL DESCRIPTION: i° PROP EF-D LOCATION FOR A/C "I •rArA _ !I LLJ M CGNDENSNG UNITS J �• esTi:0: ,4I Io Q O (AS PROVIDED BY THE OWNER) t. 1 lEi / J 1' ` ■ 0 z 0 iV rttlg j /' u'.^G~�a/il . :y% r:jL:jrit insaC1 ■ I-oo Ce ALL 1-1 /i;aid Au s �I 4\. / Q o. i P yi \'{fj 3/:/ /iiiouz:: ■ ❑ U w LL1 s I TE DATA: (APPROX. 10,000.00 SIB.FT.OR +- 023 ACRES) I'ROPOSFD LCCAT1oN FOR maze a l i'v'' j j,1 L`'�s _ a , I Q r ~ _ ZONED: RM (MULTI FAMILY RESIDENTIAL DISTRICT) `%yT-�Ij '4.j _ � // /����w ■ ■ Ia (1) _ « / _ / ' ~�`% /1,j El PROPOSED CONCRETE WIRIP DRIVE(HATCH HISTORICAL REFEFENCF 1 O PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE 1.1X / •-:'i'2. �1/ t w PROPOSED LOCATION FOR POOL F.fil .r:; ' = I "',�'.�', IiiZ . , - tj • ■ ■ W 0 a C- riz iszoo DRAINAGE _ NEW 4'TALL GNU PRIVACY WALL .. %�SSS`•5 '`L~• ^s�" —_ II .--- 'I - --� oC� \ \ NEW GATE AT WALL•.E7NCE .J JS�. ..o :oaf.` 5igg$R:2t:R%2 "`•'�,4 ') _ CALCULATIONS (NID TN LOT): 1 : :S MIN.FFal ;.::DING SE 8 O LINE ■ I — R L I ;iilif; ,.,itr , ,,;,J •r•■ ■ I E m tis.;.i•' •%:;:;i'.2%`%::':2 ♦► .,.'i%`%i%i;^.%2^%•.;;2%2%`ti%` PIm1'OSED BPoCK PAVER .•H•?;w y`.it, �t�'.���h?tit`ti i�%`ti titi'••�2;� \�-,1) \ f h,,)v2�it,��;t��i��/��i;,2;:;N,1 a►, 11 PROPOSED BRICK PAVER WALK.4,TYPICAL Z TIT TOTAL SITE AREA: 500000 5Q FT. �yrF ,%` h �• ih h �Z�•v.• ,,,;,, K F-I IN'PERV IOUS AREA. 333100 SQ FT. OR 64.1x \� _� .t- h`' '` ;`'`'`�`� ��',/ I :%::i:.a .. ;.`:Yi i.::=Nit`'`■.■\ V PERVIOUS AREA I,16300 5(l FT. OR 3� `r V..;•"7. L `YS L^i,.y i ttiv ,� �N PROPOSED 4'TALL CAI PRIVACY WALLh'BNCE a.� NEW i'TALL CMS PRIVACY S11C - ti"':':;:;:;:' `;;I 's%i /\ I imam ■ w F • $ ` �'f o 1p' ".;:'°Nit;,,'. �A \fit I / ` \ H D(I ° F i@ FRO,POSED BRICK PAVER. .-.a.i:.. -�1-4'-j'/.'`�ilu.,'`t iltil,^"+`1A: \ %I�\�.���I 1J `\. �1 ),_.,..4� T ■ ri I_ _—_— U w a i VOLUR'E STORAGE REQUIRED.C X I X A \ $\ -/Irk I:AYf ld ^;Yr y''jR'2 \ �`��*1\.•'�� •` \,�,' lI v�J \ W Q WHERE G•(R RAGE RE S X D .(x l %ih Z ,,'2 �T•�. S \ PERVIOUS X 03) n �i[��_ �I ':�i>��Ji u.,,, 'it2�;A " ^ \ ♦/;,.���l �� ���A/ , i : @ ri ZY1: ,;A _`:fr.'!..M1atiwit•;;;iJ 0' _ A `;,�I 1_—_—'•_— TRUE ~F�- ; \ - �r.:•-nr-r•,y�ry 7: �z.;:r.:::: � \ 1--I N 0 i S iJ NEW i'TALL WOCp P1":�t�:. j s ''':Yy+vi�l^'ri%:;�i;I:f \ ,!!�`�-''� - �.' ,+J z _ • �+'G it/b� .i^ `tiiti'" II `•d' 'l��, a ■ \ (�N = IL 5� 833 X 5.000•28l CUBIC FEET \ \ \ �\ —_—_ _,:IJ ` 2'yN '�ftt�.V2►1 _—_ PaGeEa I uN= ; lo'.00•(s/: i(\ _ ■ _—_—�'�ORTI-( Uzi:, THE PROPOSED l'D.X l'-6'W.X 30'L S+�IALE'A'ALONG THE NORTH PROPERTY LINE SHALL RETAIN Lo'�I I �•''`��.`.,,,' 10.VISIaILitt TRIANGLE I ) f 10'rSIBI 41('GLE 10 VISIBILITY TRIANGLE ce�Q S . E APPROX 3 25 CUBIC FEET OF WATER- 1 1 •+w G THE PROPOSED 6'D.X D'-b'ILL X 25'L.AP,AI F'B•ALONG TEE NORTH PROPERTY LINE SHALL RETAIN I / B E APPROX 5625 CUBIC FEET OF WATER- f [ 1 //1 1 I I\ I w a.N YQ p o THEI�FORE,VOLUME FRONDED•.-2815 CUBIC FEET P. �.�,,.�1 / I EXISTING S'SIDE CONCRETE III4(n114Y TO REMAIN,TYPICAL. O K a c Ej EXISTING CURB 041 AND DIVE APRON 0�""M` I I I U 0 - EXISTING CONCRETE CURE I GUT Iep TO RE I ,TYPICAL - DRAINAGE -- — -------(--aE-- 4-Av-NU ----------------- U1 DI (+-22'OF PAVING&SD'ULTIMATE'ROM.) D CALCULATIONS (NORT+-1 LOT): TOTAL SITE AREA 5,05p0000 SQ.FT. Al COMPOSITE UTILITY OVERLAY PLAN IMPERVIOUS AREA 2,8202X3 SQ.FT. OR 56.4% PERVIOUS AREA 2,1E000 SQ.FT. OR 43bx WALE.N•10'-O• Z STORAGE REQUIREMENT•5T INCH OF RUNOFF C VOLE OF STORAGE REQUIRED•C X I X A WHERE C•(x IMPERVIOUS X 0.5)•(x PERVIOUS X 03) 1'4' O.-6• T4, `m C•(0564 X 0.5).(0.436 X 03)•05201 f2 +} 1'Z .1' .}'^ D� I•RAINFALL INTENSITY•I INC.TN/D•00833' I I I I I 90 A•AREA•5,0005Q.FT. - o THEREFORE,REQUIRED VOLLP•5•05201 X 00833 X 5000•2n1 CUBIC FEET I I I D LgI I I= D I I I D v+ E°d THE PROPOSED 6'D.X T'-6'W.X 62'-b•L SWALE'C'ALONG THE NORTH PROPERTY LINE SHALL RETAIN 10 I 0 m Drawn APPROX 2345 CUBIC FEET CF WATER- O Y! O w p RW COPE µy!! Project No. QI �( I� wOl % I. OI I0 B THEREFORE,VOLIA•E PROVIDED•.-2345 CUBIC FEET a1- �oPE- 333`, ra S�PE w - o SLppE, 30 5 1 w SLOpE SL we 1 B 201 CAD .e No. CO 3 7y Y 'a '_ COMPOSITE PLAN Data SYMBOLS LEGEND: A2: 4WALE SECTION 'NIA' A3: UJALE S CTION 'b' A4: UJALE SECTION 'c' AUGUST 10,2015 Drawing No. NOT TO S•r I E I I NOT TO - I E I NOT TO SC E I I A POSTING•e"i OSTING TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY 2 At,„ PROPOSED HEW TOPOGRAPHY(FINISH GRADE) - A . 1 A © COPE ARCHITECTS,INC.,2015 MMemo me Oval. em m of 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 I 15 I 16 I 17 13 14 I ,- -•TATE BINDS AS REQUIRED hR BOX BY CONTRACT.. - 'AWAENT • I lff ILAo. I VIM.OR WEN TO STANDARD Y 4EEIER BY OTT TOR Oa HAW-I300-1MEC RODt1CT5 Us.S ST BOY k NGY.r7N.t PRf�IRE TEST LANE Hp(D SCREW Wli$PING tip.,':--• COMER YARiOy Y5PE-2 FOR PETER BOX 5RASS O%STOiMO COVER TYPES MARNE BALL VALVE WM ��.�..�.�W. MICE SiDAN - -- E/itt I I •'AN..J LIRE 1^'o+•R•GANG(SEE IW1'E aRANR ND lF£ UNEMAIEnUI STMOARD PRODUCT LET) �`rT/�ri r r,i./.rBENNET SDRW G RETANER N \\ I REFER TO STANDARD �� ALTERNATE: \ I STADE ....SPL-2 FOR PRODUCTS IRIS _ SOME UP M R. AD01110..ESSF MO COOT �( I TDi OSwOFD AREAS !� SDR➢�M3ADB E iUBWC - SEIFR BOY AND SDR➢/JNOa E TUBING I BAIL SEATG G PAVED SEE NME N0.1 -� \ 910Rt SERVICES "0-RING ) 1/6•PER FOOT 4K WHERE CRATER SEWER OEM SURFACE I `\ 4A I ` 2.IAN. C0V9t TYPES ONLY S VALVE BALL((2 REQA) _ I%•V V SERVER VENT DISC ADAPTER(1 MEW ROTATE BDO ���� ;��;4��•� / %� • �i� 2-�� SBRASS CURB UNG. L�VALVE I DISC NgOEA AS RESUMED // ` ` 1..:".-*:•\ �(/r. ��+TY CONTRACT.NETER =' , .•.: E - '� TER Bel' YE nANWM I MET)DISC tic. ABOVE ME WO43r _ _ ro E wsrAtun u• urR • �' YW.le SR 35 `'A1 Iti:_ •\ 43' iA UNDISTURBED SOIL v SNIPE W m R INVERTED VVERTED BEADED \/I - �,\``' � COMPRIZZION A55 II PRml1CT UST)J IlHO smLA�s _ � (CRUX) wTILT-NDNOQRN1/6•PER NOUN 4W. 1B.X 24•S0.CDJG (SEE STANDARD • W/1-r4 EALN SCSIy-0' vRCOUCt LEI) • RAW lNE lE1RYAW WECX DEC. MAJI 6 TREE _ 316 SS DC.P STRAP 501.BC P.V.C.SLEEVE UNDER Sla 55 Dn Aa r S1AAv SADDER BGOY DISC SCREW - DOUBLE SERVICE I LN'"�CLEAMOUr CN sERWa[PUNCH y,.r,nor so 0/B sT4 TORE FA5 m T.��VEWEIEND SIT� D WM BRAS GORPDu11oN STET SANRART rnV,FrnR AT PVC CFANCIi sTANOARD PRBAJCT TES TOE 6'MN.SERVICE 11NE R/W TIME 4. .ELL (SEE STANDAFO PRODUCT UST) Z- 2lVER YAW t,1 A.-l5.WE NOTES: NOTES: TEST COCK U(2 RESA)REVEL) ENE �1 1�I 1. SUCCESS.TAPS NM THE Whit YAW SHALL BE SPACED L Y,. r 1. succw E TAPS INTO THE Wrest WIN SHALL BE SPACED A LAW+Uu OF to RAW CU FAYYINr DIE DN @1TFJE A YRAWY 6 la-ON CENTER M 2 SERVICE lM6 SIULL NOT E PLACED DOER DRIVEWAK 2 SERK.UH6 SHALL NOT BE PLACED lNOER DRIVEWAYS. TYPICAL IRRIGATION SYSTEM L GLAVIN 3. ALL MERE REQUIRE A LDCIGNG BRASS ORB SCU YAM LOCK roc(1•YNL). 3. ALL YLIOD REQURE A LOCKING BRAS CURB STOP NOS SAWTARY gLNfd F SFRVICF PROPERTY1HE SEWER 4• NO omits E1WDI CORPORATNOM S1DP AND BRAND/ASSi]f.5. ltKx GANG OM} ANT-SIPHQN PRESSURE TWF gaga RAIN y uAnYW S YAICWY S]RMCE LENGi14 15 1CO TO UETFR A. NO IRIDES BETWEEN CORPORATION STW AND BRANCH VACUUM BREAKER �� 6'WN.SERVICE UIE, --11111.44111110 6. CJSNG PIPE LD.BRILL BE SFXNXE co.PUTS e W WYYY. NO IRID. - G te• I I oEANCUT 7. YMYw BEND RADIUS ON SORT SHALL BE le DI All SERVIDS BEHIND S YADYUY SERVICE LENOIR IS ISO'TO PETER NOTES: - YAx T^ NE. • 7. CAME PPE L0.SHALL BE SERVICE DD.PINE t'YWYVLL I.WATTS REGULATOR coNRANy Di EcavALINT.2 VALVE STALL MEET OR EYQID OE A.S.S.E.DSdA AND RAY/OR EASEWFNi lWE • ro REMAIN B. 1ET'Jt SIZE GALL BE DEIERNFNED BY PUH1C V1WllE5 DEPT.UPON APPUCAItON 7. NoNAININ ALL BEN R BOUND -DR SHALL BE l4•. IA LVE TALREET OR • NOTE REOCa NAACO. WFGADR Y W RACE CUR S. ALL V.5FM Q r0 BE BALL VALVES 1. sERW�LATERNS SHALL 1ERMNAIE 0490E PR4PD1tt UNE A DEPTH PLOWER YA TS a PETER 92E Ykl.E pEfEitWFD BY PUBLIC UTUn6 art K SRNDS ONLY.(WANTS NOT ALLOWD) 10.OUTER BOY SMALL BE PROVIDED MD WSTMIED BY CDJTRACTER. OPEN APPUGnCX MR SRSCE. 3.MALL AL50 BE LISTED BY DPW = OF 3 FEET AO YAWED WM A 2�X 4•MEWED STAYS ( K 2. IXEANCIT INSTALLATION SHALL E PROPCttt OWNINs RESPWSBUtt HI.ALL STANDARD NOTES REDARCMG PRFSa1RE TEST MAT AND PAVEVHDIT APPLY. 9. ALL VALVES TO BE BALL VALVE 4.USE OF OTHER PPE WTERWS WM APPROVAL OF DEPUTY DIR.Ci UTILITIES. c NOTE SEE DErAA PM Lt1 F04 FURDEiR WRDaHA ST 10. 4ETDt BOX SEY.LL BE PROVOFD AND INSTALLED BY CR IRKTCL 5.ABOVE CRATE F,.SMALL BE PVC OR COPPER. AND 9LALL BE INSTALLED 8Y UCSNSED PWJBER 1. MOOED BRASS CAP SHALL BE USED W CUSS AREAS W LIEU OF CASTING AND 12.ABOVE CRNOURAION APPLIES TO PIMELIE.AT SNGLE FAIRLY RESOENCES O 3. SEE DEEM_PW 21 FOR SEPARATION REOURDENTS GEE COLLAR RR DOUBLE SERVICES PLACED AT MULTI-FAMILY RESDERC6 TEE TWO SERVICES T PRESSURE TYPE x vro' - 2. YwNUY DEPTH OF SERVICE LATERAL SOUL BE 3 FEET. SULL BE PALED WARN A DOUBLE PETER Box AN 1!-SIPHON VACUUM BREAKER SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL RESIDENTIAL CLEANOUT WW 5.1 TfPICAL DOUBLE SERVICE CONNECTION PW 9.2 TYPICAL SERVICE CONNECTION PW 9.10 PW 10.3 - In • -,-.L,..._ DRNEWAT WOM I/L1 E•1 ...ck.«_Q _ V 'n J ' I VWW01EceYERI 6 GREATER EXTRA STRENGTH RUIN FABRIC STEEL i z Vm• _, J 24'MAL YTDM(2-W10 NOM.WTHwT IMRE YE91 SUFPWT FDICE MOST P1 '� R/,1'� \ -11Y FCS O11dRWL5E 1 (W000 OR...) LU an T--. • MD.OM FLAWS FOR ADg1NWAL S11aTNGTH UJ -;,----__-_ PETER FABRIC MEDIAL CM Q _ + HE Arun ED ro A 6 Wa(Wx) a I- LESH WRE SCREEN*RCN IDS Il FABRIC / HN Z 0 5ACIy]RfED 04 rOPEn OR- i-EwALXBEEN FASTENED TO THE POSTS ilDw 50"law. In W Q. LLI - .. f •• .W (]WO vS1 1 IT„ .. '.'1 -'�FLW EXU�OrT / W a J • Ll-I/Y SAND EKD0ING •p IASICIN \ t CONS) = ��' ''� / CIP-w- LL H. v 1S•COMPKtED SUBOUDE .._•••. •rT: :: vim':• . ~ CUES.',Iranian( 6 WAY a• TO 91LC PER A/9RT0 T-IBC '...'_,.X:jJ / / _ S:%iti:w �i;n:.:• •:�`,: �' U W a lWFROIX BAY s '�4`i4�/:rG�������rro Uri: 1D Fi YAX ➢Ae�SUPPORT FENCE DIG i WDE k C DEEP / 't�`.1,`��uw r/Ul W a. O'A.IPARED TO 0Nt*PER AASHTO T-162 o4�r� H��r. .. l5 ���C. re Vl O} WSDE I01i OF WAY 6•ll1ER04 BASE COYPACIED TO 1e w. !''�•`>r?r�rT'? a FL W�L SPAOND W MUJT WRE SUPPOILT FT]:(Y 6.CF FANDC.IND BOiTCI •`� ffWYY.e V1 LL.I PER AASInO T-IBC Co 4•FLOW-ARID FILL(TIRE P.M INN,) (SAYE AS OF -Z/ ANCHOR W/COLPKIFD _...)- BM OADWAY) PAYEAE NT - 11.C6112 LUTET6AL Z IF/-II - MODE IaCNT OF WAY B•UNERDOX BAY COMPACTED m ,1T SILT FENCE SECT LU SEC PER ARSINE r-IBC OR a-RDw-AHD RL(100 PSl..) I 4'_d L TIE NE101T CF A.FENCE SHALL TROT ECCFEA 36 NO16(➢D 0.0. ION O :^^.((� NOT TO SCALE (rM, i CF FILTER FABRIC AVOID BE PURCHASED. N A CONTINUOUS ROLL CUT TO 1 E LLCM THIS DETA • NOT USED 1.- �N. cc THE BARRER TO AWO THE USE DF JOWIi C PA I NC RADIUS NOTE: sDEwAlx SHALL BE CONSTRUCTED 1HROU01 DRIVEWAY. 3.POSTS SHALL BE SPACED A MADYUY OF 10 FEET(3 Y)APART AT THE 6ABIR LDu110N o G MO MOON SFGAEIY INTO DIE CR.NO A AYRXIIY OF 12 NOES(30 d)WLIN ECRU 51TENC711 FABRG LS USED 11111GUr 1145 WIRE SUPPORT FENCE POST SPACING SHALL NOT -1111-■ I -----g_ D EXCEED 6 FEET(1.0 Y). PUCE TOE DC POST a g •••Y EM----- 910150 TEND 4.A TRENCH SHALL.BE EXCAVATED APPRODWIFLY 4 INCHES(10 OM)WMOE AND 4 NOES 1x THE sEL910 FENCE lh NO BSI040giAL SPACE _ __ - UNDER ONE FIAT (10 OM)DEED ALONG THE LIE OF POSTS MO UPSDPE FROM ME BARRIER. NSOE sE ETO MOST U •H - SPACE BETWEEN PAWLS lo'oy 1-1 2• YADTH CC HaIX OF ME FIRST FENCE I` �. y� JSr'� S..S.Rrv�.s1•RS" '�.:�Cj:�A• S WfN STANDARD STRINGER RTER FABRIC 5 USED.A WE YF91 SUPPORT EFFECT:SHALL N' • 2 �I S33 emou c :Y`=' if.{ t- b• Sr'.,/ J' BE EASED D SECURELY TO THE LDSDPE SEE OF ME POSTS l6WG HEAVY DUtt WFE ROTATE BOTH POSTS Al Hy C SOURER CDU6E a ...A!Jl`.rl.�•:A•-J�-i>L•-A<A!:J�'.JL'.r•AL�`!.� STAPLES AT LEAST 1 BNCI(23 YY)UPC.TIE WRE;CO HOG RISES THE WXS SHALL LEASTW60 DEGREES w A CONSTRUCTION ENTRANCE 91ALL:E p . EXTEND Woo TIE TYENOL A YDTYUY OF 2 WOES(S CR)AND SHALL NOT EY1EN0 YORE _-...-- DFECn0 TO CONSTRUCTED 0 CONTAIN AM .. GTE 7 M ` • THAN 36,NRES(90 OM)ABOVE THE OIONAL DOIlNO SURFACE J W M T A AD1r SEAL AT LAYER(FART AGGREGATE N0./).AT 2 ILL a F CONCRETE ETEINGYLB 300E P9 , :• 4.RIFE SEAWARD SiREHC01 FILTER FABRIC SANE BE STAPLED OR W1ED 10 THE FENCE. 04501 N 6 RUNOFF WATERS WM THE FAEWC WIERW. 6-DOES T.M. LARw EETINOGRESS MD Ul z R F e MI"TI 300 PS r COYPKTED AIw0 a ojo16(20 OA)aF TEE FABRIC SHALL BE EXTENDED INTO THE 1EEND1.TIE i i i ____AREA FVl w ••:Dr.........:......... '• -:•-:•.'.._'.•..••.� SueCRADE FABRC BULL NOT EXTEND MIRE THAN 36 INCES(00 04)ABOVE DE OR/DONAL ®® / 10 NOESO POSTS MF�r >Q- .MIERDOX ERASE COMPACTED TO 9 C PER TOO.PER WOU1O SURFACE CL�' MM.AW BURT FLAP LU C 2 AA91i0 T-1a0 7.DE TREN01 SHALL BE BA06REE0 AIO TIE SOIL COMPACTEED OVER THE FILTER FABRIC NOTE C UI4 i-IO BASE CCU 4401 OF WAY. F C 0 C E•UYEROCX m11VKTED TO Bess PER a ALL PROJECTS,Ew,RE SUBWTTAL OF PD111D0N HRlEN11R PLAN(PPP} 1•�•i N O i- F Ott APPROVES PASTS TO BE USED W LIEU OF CON0. AA91ro T-160 INSIDE ICHT EF WY. .i o. - SOENALY PAVER MALL BE HHOLM1t-SENDER,43'HERRING 4•FLWI-ABLE FILL No P51.YOU.) V.ALL PRO.ECT5 E AG OR YORE RUST SAINT NODE OF OUTRAN(NO)TO FDER. ATTACHING TWO SII 7 FENCES. BONE,RED/CHARCOAL WIN ARC/2 YDT TO o-... B>L' } PAVER BRICK SECTION SECTION SILT FENCE INSTALLATION DETAIL D 9.10 - ABWZED CONSTRUCTION ENTRANCE DETAIL D9.1. Ce MU E - DETAIL RT 10.1 PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 Sheet 1 of 2 SILT FENCE 1 T10NShoot 2 of 2 ETAIL D 9.1b Q� E c K DEAN AW NRADE I 4 GLADE 20'DiP.ux ILI O_V.C`a SUB•RADE ERN.91X YNlE55 OTHEICA>g 10'-0- 10•-V O R1FR WSTALLAIKN ammo �� YAY DFT19ttAISHIS pP�ER\ 1/4•PER FT.SIDE SOAR O WMwi FRAME MD CRATE I/2 �R/W WIRE \ -=�1��1= - � : 411. N� / DUDE ,•E I TFPE-A- SECTION A-A PER-; • le WN.� ilMIL ,I WIRE SUPPORT-YCRD 6M•.5/5 GA 49 N100•• Ft MEN3 EXE 6•5CD k T AWs SANITARY/STOW EWER YNN AS NECESSARY F.D.O.T. D WELD WIRE SUPPORT.EXTEND C MN.AT SEES OF PAVEHDI TOPSPL I 5'-V �R/W UNE 3..•••IAN. Ai Or ELSE) L VANES -( , �.. -21Y. . •AL - •• - - 9*4.0Y •J\�\■� : il iv C LW. '\ TER FAME - P.C.A OP. 5 - �' FILTER FABRIC • TYPE• .OWN ww1� ��- .. RIP - i BRAIN ==:==�;1=-II - NIliiiiiik �I TO FRAME AND CRATE .A. Y CF 1•WADED STONE \ r 1`.•0•.NOWT PLAN �.I .1� - Z 9 INSTALLATION AFTER \�/ .SERE co Tian w.-3•E• (RFLJFED ONLY W = -("� 11 .1 NSTALIAAR OF at MIN AREAS CF SUBSTANDARD ti C NI.ET FRIER t Pc1M DM WNW) EXIST.EDGE 1 1 ' PEACAAIXW AS 4"1WNWED OF PA 1 1 %•-• MP /2• C C O.coml..-♦-C-0. BY THE CST(ENGINEER) i 1/4•R. / t/ . ,a TwDt/FD001/.act property lines) 15 ry % - -- 1 T�IIS •ETAS NO- USED a..ET� - ;�,,, ,�Y. ..,�.:. N• NOTES '° zg '► .. 64; SYI�.4EANSYIN__-. o R1IN FABRIC�e -.3. 1.STORY AND SANITARY SEWERS CROSS.UNOEA OUTER YAWS STALL WO m N <- • TYPE'A' '-"'1.1 •..L sm. TYPE'B" PROVIDE A UNDID VIIUIGL DISTANCE DF la WCIE1 BETWEEN THE INVERT OF ME _6•s00...... SPED, TENS UPPER PPE AND THE GROAN E LOVER PPE WMERE THIS aN ALM 4 551 RN Drown CANNOT BE IL.TAWED.1 HE EROSIONS DE SNAIL ARRANGED BE ARRAN D SO MAT E SEDER TAPE Ii NOT TO SCALE FOES24•STI NE -DEW AN ALK JOIN '• .0.05 D TER NMI. NTS ARECROSS.STAN*FROM POINT OF CRD59 WM NO RW COPE ND1E LESS I' JCNIS MO BOTH PPE$.411.Div..ME 1.ALL•• SHALL CC. 'U gaV1YAK THAN(f FEET DE ANT TYO TIE 1.2RM 11GL SPgARAARAIKN SHALL BE 6 WHERE THERE IS NO ALTERNATIVE Project No. B 1.CR1RAC1ES E TO DIET FILTER ALTER EVERY •• 2.All 9D ...SHALL DELUDE AOA.-• ANT RAMPS a WTEASECItONS TO s3WQ PIPES MOSS G DER A WATER YNN THE QaTERU FOR ROWAN 1C VERTICAL SF(:T1RN•A•-'A� SEPARAnR SEISED ills AND JON0 ARRANf{SI.AS STARTED mow,SI MI BE 2D15.39 No. B 2 CONTRACTOR TO •OK FABRIC JUST PIER TO PAVING. NOT m SCALE - .E. 9 . ALK REQUIRED AND BOTH PIPES MA11 EE CLASS u DID.IRRESPECTIVE OF 5E7'ARATIDl GAD F,le N0. TABLE OF+DEWALK JOINTS DIP.E Nor RECNRED FDR STORM LAM. • - THICKN -•Y SITE PLAN DETAILS A SDIw14T • • E EXCAVATED BONE THE CURB AT • DE BASIN 2 M RTAW f0 F1 41 4. ATAL UMMAllE ETYEDI WRIER MAW MO STORY OR STALL BE AS 12 TO 14 INCHES N DEPTH MIRWO0ATTLT •-WOES W WOK F®ENnAL a' EVE lDG • SNUTART MN.AS 1aNI1AlN. Date AND .. ....RELY 7 TO 10 FEET W LENGTH PARALLEL TO ME CU'�' NOTE: AT AT D ERE$,ICI OF•2. SEV 6•.9 P.C.AND P.T.• CURVES 3.PERM YAN EROS..WATER NAN SHALL Y BE LAO TO P.VIDE A HWM WNC.LL 1 AUGUST 10,2015 DIVE VA OMER AURAS Rd •A• .ENDER OF a. G 6: OSTANCE Cr RIB INCHES BETWEEN ME OUTSIDE OF 111E FTRm YAW AND TIE CUISDE NEWSTORY W T•WEL REAM THE SEDYEN.TRAP NA CURB CUTS • .. TO EACH I. CONTRACT.TO REPLACE ALL RIGAIWFL TREES k SENBBERY NOT 70 SOILOF SCE O' INLET STRUCTURE 5100 OPENINGS MALL E AT LEAST f2. i W W MALES DAWCED DURING CONSTRUCTION. T�DTHS SITE BALK 5.-SCEWAlCO. EVERY 30 4. SERVICE LATERALS 5)WATER 105 ODDER WATER...WM A WNWUY VERTICAL AN CROSSING OVER FORD NAM Drawing Na - 5DEW UCS SCR TER R LEHG• 510RY WATER WY ALSO REAM THE BASIN MA OVERLAND FLOW D AREA •- .B. SIDEWAU6 SOWED... G SEPARAnDC OF 15010.i 16 YN01E E EIGHTEEN 18)ONES AND TIlt 5 SEPARATION • • ADD AREAS 3. 00440E ELEMENT OR SAMCU THN CATNOr BE MAWTANED. THE WTERYAN SHALL BE O.IP. THE SANIiMT A .. • 0 3. THE CUB curs SHALL BE REPAIRED W1R W C SDMENT.- IS •{ANLT AREAS 5' 2la HOURS RS CF PLACED LATER. C-900...R BETTER AND ME YWYUY SPARAnR SNAIL BE SIC(6) w /'� //''�� ABUTS TYPICAL MAIL BOX RELOCATION :1 U As 510041 D BY THE NGINEER •A• CONCRETE CURBS.D.C.-A.SNI.A1 s WET+TT E NOT PO59BLF nYt THE WEER YAW TO CROSS OVER THE SEDER sRMGELATERA /` ) / A INLET FILTER DETAIL D 8.1 SHALE REPLACEMENT DETAIL D70.1 SIDEWALK CONSTRUCTION R ;6 �' UNREAL A 1145 W VERTICTUSISALL ALL B D.a AT LEAST 1001TWELV .0 MIRES YDsr E I�wi`G G AND Be SODDED SHALE DETAIL YAWUNED.ME WAiUNAW SHALL 1 BE OLP MCI THE SEVER u SHALL BE DETAIL D 10.2C-900 SIR-la OR Ems WATER MAIN le SEWER CONFLICT DETAIL PW 2.1 = of 1 I 2 1 3 I 4 1 5 I 6 I I 8 I 9 I 10 I 11 1 12 I 13 I 14 I - 1 I 2 1 N N 0 M oM N_ 6 I- L L -411 -1 K MASTER x PORCH I SATE - " • I LLI U \ W m z \ \ 0 jQ - \KITCHEN \ - z o g - \ \ ce �� al uIce H io 1 \\ 0 ® �Fo O H � ------ O ¢ O cz \ Q F ea I I w 411 Ili Y k =-11— CLO. z i , I W O c.a n ~ F :k V/ 0 Ln in: 1 • EGUES" 2�II' CL BATH H \ CFI S zr EWLL� _ I43k U a a I I / ENTRY / — i�/% two—t I IF D ii u 11 ii ii ii ii L ROGM D ii ii ii II ii II II I • I \/ — ; ; 1;1; ' I I EXISTING FLOOR PLAN !! 11 I I I. I I .I I I SCALE,TAV.r-CP z ` � c Lt.D—u—�i,—LL .IL ii—IL-11 l'„ a^ EXISTING RESIDENCE FLOOR AREA: e8 LIVING AREA(ORDER AIR): -I--1,336 SQ.FT. ,-.4ICi`- COVERED MOW POFDE 3-324 SQ.FT. Doom NOT COVERED REAR PORCH: .-a3 SQ.FT. RIM COPE B GRAND TOTAL AREA: ♦-1.563 SQ.FT. Project No. 2015.39HARCO 6 CAD He No. EXISTING FUR.PLAN Date SEPTEHBER.11,2015 " Drawing No. A • A3 .0A ID COPE ARCHITECTS,INC.,2015 mow• .:►w.n.a... - of - 1 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 1 10 I 11 I 12 I 13 I 14 ..- 5 - - - - - - - - - - 0 ._ ' ---� - - - - -+ - - - - U 2 i4:rf.%/i . 1:59/Y✓r✓✓.U'.%/%%H.eZf9///6�G%. lath . ..2 4 t(r iA) I / \I1 `.�� 1 \ pi y 1J1LN1EN I I I N L1 / 'I GUEST O o I b ' BATH I 1 I I I }Zk� — 4/, - 0 I I 1 - - I- - - - - - - - -—�-- ---I— - 4 - I'� - - -— —- - 1 - - - �III : R oM 1 I 1 I / / '`��IIJ , i 1 I a 7„2, I *..• �✓ y Mb I I NEW RESIDENCE 1ST FLOOR AREA: 1 I IMNG AREA(UNDER AIR): a-1,A13 5Q.FT. _ i (,.,.,,,yl%...v/ ---,//.... i GARAGE ALA UNDER AIRI: a-AA SQ. . 1 I 1 I u.��. I I I sub-TOTAL AREA(AmyE): a-1.3a0 54 FT. PIJ' I CDUEREU ENTRY: a-72 SQ.FT. (NOT(N(3LUING OVERNANG) CONFRFL AFAR YUROI: ♦-1E8 sQ.FT. (NOT ULa1WL%G OVFRNANG) L . Ln. GRANO TOTAL(.All)AREA: a-2a0 SQ.FT. ' 1 1 I�Mill ��� ( ( I GRAND TOTAL(ALL)1ST FIR.AREA:a-2,120 SQ.FT, T I ,-,i I air 1 _ i• _ ___ _ ___ _ I .... I __W, r -,p, 1 1 I Ili tiAs , I -5 i„ U 1 I I 1 I ... ;u I CL 4• I MASTER - 1II —I I — I_ ;/ 1 I'll, I BATH �jei I I tl 1 cn rL ..HA U 1 IA1:7 1 L1 1 ( 10 < . --Itr cE 1.11111 1(c»K 1 KITCHEN. \4FFRIG II� I 1 I I I - O IIu� Z 51 DW • =EL O I �.� \{ 1 L F- O H I - , 1 �j I U W v -I 111 L _ 1 W 'Al N =a.:.. ill i y � Q CEI •} III I I i 1 I\ ' L" I Z _j Z 1 e ic701.4/"ll ot.rl' •'' I a�:c tae--� 1 C J I I-- . ivr I I I I © ei /� Iii;_ 1_II___=p lkl , — pJ II eZ..l `r.6 Wc. / 7„ Ii �I I �, p � I U▪<< ( I I ' I I '- ,.Ll_ I WALL LEGEND: �G ' I Ill1! 1 /T"T� - ✓A ` Y ti \ efild. I �6111111116 I.E%b41 WALL /,A• ` c A4 `, , 11.--.11111111 ++ -- _I.JI �.LQ— UFTERIGR NDNiDAU bEARIAIG YARTZTION j V� V t + SAI iL �c_a __ Q-1-iI1 / �II' Lr r/`1 �� ( j%� LLI a~• a E �/ I SYMBOLS LEGEND: 1 I L s�'7I / ETITRI' / 1jr,mini1 OWW AU nYE.SEE>CNEW E \ . I .�-..�!__-. '' .... ® WINDOW YRE;SVRE;(Ks-F.) • I1®((V71i�1Is�`�.`81 3. �., 1 11 11 11 R 1es 1 i ` 'IyjG1;'' 1 I 1 O DOOR TYPE,SEE SENECA:F 1 II II II I1 �II�II��II II II II II ; I ef DOOR PRE55VRC5(PSF.) — • 1I 11 Fit,R -I 11 11 l i I 1„ 1 I I I II II II II II II II II 11 II II II �T�„��r�•�• 4111 1 ARCHITECTURAL FLOOR PLAN ' 11 11 --- _—I I �,•r-� E. J - r - - - - - - - - - -T- - - j -u u u H 11 1, " c I 1 I 1 �n 1 I EXISTING RESIDENCE NEW FLOOR AREA: a 12 - GAT AREA(UNDER AIR): 1-3,739 SQ.FT. GARAGE; a-0 SQ.R. Drown SIOEIA AREAL +-3345Q.FT.(MAY FGR01) RW COPE • G<- I © I GRAND TOTAL AREA: A-12173 SQ.FT. Project NO. ® I 2015.39MARCO B CAD File Na. ' PROPOSED FIRPLAN Date 1 1 I I -/ I AUGUST 2015 II irk / �\ Droving Na.c. of I -1-. 4- 1 1 ( / _ i____. . 1 • 1 I I / — I"--- I 2 1 = I I I I N • - - N _ - __- -Ex15T1NG ciAlraLE211 ROOF I _= " afe . — — s1 v I !' • U ; .-7,- 1 \ i ` b yl61�OYERPT) �/ .LW DIMENSIONAL,5-TAB,1Rp11TFLlWUI ASPHALT SHINGLE ROOF Z REMOVE EXISTING FACE STONE VENEER AND RE-E POSE 1 ttt ORIGINAL RED BRIO(o1WNEV:REPOINT ALL/GINTERY.WP. �b(fff�.D VERFT)E I_ 11111* �- .MACE FIREPLACE FUNCTIONAL:REPAIR EWE,SMOKE CHAMBER. ' ,� ` EXISTING WOOD ATTICVFXT L O DAMPER,FIREBOX,ASH PIT,SIDE VENTS,ETC `�, tXISI1MG VNOOD CABLE IRE, Alm . i11 ii _ _ _ __ - _-- s --__---- T�LEv4.-ramiTln FINISH cE _-r - = a _-_-.____ __.—___ L�-a'r F Tirillt r►IISM cElLcn I - 1 I I Tor a EXIDTN!m►ao o a _ j e t _I_I_ s= T- _�j .. '�"a - - --- --- _ - EXISTING WOOD SHL?IERS. ...aaa i L = I = �� I 1 � _ I - ®; I I r- . EY]STIA4 WOOD IITDNW'WS-N- '1/SNP.ICT.LL°MINUN,T!NT K sue= IE I - _ a EXISTING WOOD DAJB�R•: ,e, r=AIREp AS NEEDED,IYP, c . — COMPLETELY RENOVATE EXISTING FRONT PORCH df RFIN,NCF: _ _ __ __ u K �a —_ -_- i1-. _I _IIMIIIIIIWMIEI Y� REPAIR ORIGINAL RED BRIO(FLOOR:REPOINT A.L.°INTERN,TIP. _ _ --._ _f - ` c REFRAME STRIR:TIfG1 WALLS AS NFC�GARY,ITC , •Y EXISTING wOCD iitN TO-t, nt• `r: 'ED.TYP. (j _g' 1 (� . o� J ELEV.A- AP-C !«t�eb'N1W> = iti-r: («PAINT'N1vD) �� _ -- '- �TOr•CV EXIDTw rweH FLOOR = n - '.T- of 7irc• en rNCH R.oOR _ ._ EXISTING FINISH GRADE To R. -TYPICAL Ul-(•=`=t-`#,-,btu,.rF''ir;'-i-;`'i.:''d,:>•� I - 1 =1•-t;';t=si-3e3'_'sr; t -,}..�_1 `i a r W J Cn Al REAR (EAST) ELEVATION I IA2 ENTRY (WEST) ELEVATION I I w o J ECAI*•w••r-rI-I OCAS 1!t••.r-O' Li:' Q - �za GENERAL NOTES: in¢o J H \ 1 I-I- ■LW 1.GENERAL MATERIAL DESCRIPTION a MOTATICJNS ARE(THEORETICALLY)INTHNOED TO BE CONSIST ANT ON BOTH NORTH A" H I"-- I W —1 1 • RESIDFNrFG i CALLED GM GN NORTH PMOIL A6/A7•R IN MORE DETAIL.THEY ARE MSG APPLICABLE TG ALL OTHER EIEVATI 5. a nU 0 H - 1 ) b MELD M£NFT) I _ I Ce Ln tD Q Q I- - il 7.-Fr Q W EC ,_ iill - .- ---------- = ® __ ® ® _ ® Lif® __ _ = a+ ____-_______—_ T�EXI8TIG HEAD O n F U1 zn; I....wnF F = _ ELEV..-d-D't«ITY ty5D) U F----- �TCP CP E%5TPb FINISH PLCOR p c 1fi% Fiti::Y. ft': 1111 i j HqF- i w-I= w. - • � UZ=! R • Et:'..A C E A3 RIGHT SIDE (SOUTH) ELEVATION a;o r WALE.N{.r-r a a• E 0 O d - V-.o \ IN I I— 1 2 1' D b(rIELD NOWT')WT•) '....'....s..../—‘ D 1 0 III _ IIIII 'I___ � r T Pht0+1 CELLO* wi I . L,- Iim _i S r <— f 4 Drown _ - �_ OW COPE . .4 — _ _ �ELPV.«m'-m' («IS5b'P 1D) Pro)xi No. B - _ _ _) TOP GPWJ EXIbT FiJDN FLOOR 2014.15MARCO B � 1 ,f.}: f CAD Flo No. • NEW ELEVATIONS Date SEPTEMBER.10,2015 A4 LEFT SIDE (NORTH) ELEVATION DTDRrinq Na A eGA1. L4•.r-r - A,5 ■ fl A . ID..COPEA=HREC.foS..... 201 of 1 2 I 3 I 4 I 5 I 6 1 7 I B I 9 I- 10 I 11 1 12 I 13 I 14 - 1 1 2 1 3 I 4 I 5 I 6 1 7 8 I 9 I 10 I 11 12 13 14 I e DOOR DOOR FRAME REMARKS VDIGOLNDIOR DOOR/SASH DOOR/WINDOW FRAME REMARKS NO ROOM W. H. THK. TYPE RATING MATE. FIN. DETAILS THR.MAT.FINJ-IDW.LBL ALLDETAtu'sl'aM'DDIIJT'ass"EET O C 1 SIZE ROOM W. H. GLTHK. DETAILS GENERAL NOTE: - N\ _ H.]. 7,5, uNLEss nTHERwISEsxcIF)Ec NO NOII R.D. R.a. MIN. il'P. MAT. FIN. H,7, I,S.MULJ-tAT.FIN.HDW.LBL/'11u°LEss 0THERERwISE SPECIFIED __ - - N 100 GARAGE J'-0' 8'-D' 1 3/a' O 10 MINUTE FIRE RATED W D O -- O O Oonto AS::GLLTED IfY OWNER A 3'-0'X 6'-n' ENTRY •HO' `+-eS NA 0 O I O --�- O O O- IMPACT REc1 PAIR miROM DESIGNED WOOD(STAIN(MADE MAHtNiA)M DOOR WI 101 POWDER ROOM 2-0' n'-0' 13/{' Q W D ® ---- O Q® -- yTYlE As SELECTED UT OWNER •AS:EHWY:ECLID MAHOGONAY WOOD DOOR W/COPPER THRESHOLD COPPER THRESHOLD,CU TON OIL 0.UbbED bRONZE HINGES 6 HARDWARE.ETC.-AS SFIECTED kW OWNER 102 GUf.T 5EDRM.Si 3c0' Y-0' 13/4' 0 Ell ® - - OOO -- STYLE AS SELECTED BY OW4a) B PR 2'6'X6'-e' GALLERYIA RESSTANT ATMIALCA Li O 4-5'-S +-8'�J' ]/36'TEMP_ �2 O � --�- O O O-- IMPACT RESISTANT ALUMINUM FREN01 DOOR(10 LiTJ:1 W/OPERABLE TRA45pM5 AB01JE -103 GUEST 51 DATIL 24' IT-0' 1 3/, 0 W D 'ern ---- ()F)� -- STYLE AS SELECTED BY OWNER - 104 GUESTfl OCFT PR.3'-0' S-0' 13/a' B EARN DOOR STYLE/HARDWARE WD ® ---- (J O() -- 1.111E AS'ELECTED by OWNER AF 0 M 200 MASTER IsEDROOM 2,10. Bb' 1 3/a' O WD PT) ---- -- STYLE AS SELECTED BY OWNER H O O QO OO 4Eti' 1-SI• 7/16'TENP. e Q O ---- AL AL W©-- IMPACT Rb1STANT(DOUBLE)SINGLE HUNG WINDOW:MODULAR WINDOW.WI GREEN TINTED GLASS ?" 201 RASTER WE.C. 2'-a' B-0' 13/a' WD Pt ---- -- - Pi -- STYLE AS sT3E[TED bYOWNER A (DEL)SINGLE HUNG GUEST nFDROOM EC 262 MASTER BATHROOM 31.0' LT-0' 13/4' O WD O ---- O(7)(7) -- STILE AS SELECTED by OWNER B SINGLE HUNG VARIOUS PLACES +-33' 4-Sl' 7/16'IFMP. O O Q ---- O AL ©-- IMPACT REEZ`.TANT SINGLE HUNG WINDOW;MODULAR WINDOW,WI GREEN TINTED GLASS -203 MASTER LINEN(10. PR.2.-4. C-0' 13/4' O WD ® ---- O O® -- STYLE AS SELECTED BY OWNER C N0RTHOIE LIVING 0000IRATHR M. +-20. 4-2_' 7/16.TEMP. © O O ---- 'ALO©le )-- IMPACT RESISTANT FIXED PORTHOLE(NAUTICAL)WINDOW:MODULAR WINDOW,W/GREEN TINTED GLASS Z- 204 RASTER TOILET 2...6. bb' 13/4' 0 WD - E.)() -- STILE AS SELECTED 00 OWNER D (DEL)SINGLE RUNG BONUS ROOM 4-66' ♦-7S 7/16-TI)3P. 0 O O ---- AL AL W©-- IMPACT RE515TANE(DOIIP1E)SINGLE HUNG WINDOW:WI OPERABLE TRANSOM 6 GREEN TINTED GLASS J 205 A/C 0DS5T PR.1'-0' IT-0' 1 2/4' O O CO ---- O O C7 -- ST&E AS SELECTED by OWNER E 02402.E HUNG RONUS ROOM 4-33' 4-75' 7/16'TEMP. O O O ---- AL AL )-- IMPACT RESISTANT SINGLE HUNG WINDOW:W'/OPERABLE TRANSOM A GREEN TINTED GLASS L 206 UI WIRY ROOM PR.236' b'-0' 13)' O BARN DOOR STYLE/4400I0'ARE W D C) ---- CD CD C) -- STYLE AS SELECTED VT OWNER F FIXED PANEL;SERIFS GALLERY +-162' I.-L05' 7/16'TEMP. Q O Q ---- 0 O 0-- IMPACT RYaSTANT FIXED LULL HEIGHT SIDELITE:W/OPERNbE TRANSOM 6 GREEN TINTED GLASS _ ---- AL AL IMPACT RESISTANT FIXED FULL HEIGHT SIDELITE:W/GREEN TINTED GLASS L 207 GUEST bED0.Nl JJ 3'b' 6'-0' INN' O BARN DOOR STYIF/IARD\V'ARE WD ® O O® 'TYIE'L SELECTED BY OWNER G FIXED PANEL LIVING ROOM +-32' +-81' ]/16'TFJIP. O O O O W©- 206 GUEST03 CLOSET 13.4' D'-0' 13/4' 0 WD () ---- (,=.)CPT) -- STYLE AS SELECTED BY OWNER H FIXED CUPOLA +-3S ♦-26- 7/16'TEMP. •0 O U ---- O 0 W©-- IMPACT RESER/NT FIXED WINDOW:MODULAR WINDOW,WI GREEN TINTED GLASS 207 GUEST BATH 2'-6' IT-0' 13/4' O DARN DOOR STYLE/HARDWARE WD O ---- ()O® -- STILE AS SELECTED HY OWNER -210 A/C CLOSET PF.1'-0' IT-0' 13/4' O BARN DOOR STYLE/HARDWARE 10 () ---- O Q Q -- STYLE AS SELECTED by OWNER • - 211 GUEST bEDRM.83 3'-0' 0-0' 13/4' O bARN DOOR STYIE/HAROW'ARE WD ® ---- O(7)(7) -- STYLE AS SUE-MD BY OWNER _ 212 GUEST J3 CLOSET 2'-A' 0-0' 13/4' O W ()D ---- - �n -- STOE AS SELECTED BY OWNER -. K 213 GUEST BATH 2'-6' IT-0. 13/a' A BARN DOOR STYLE/HARDWARE0 (7)- ---- O O® •-•- STYLE AS SELECTED bI OWNER GENERAL NOTES : ....... K 1.INSTALLATION ST AL HAW ION IF'011ER:ODIC SER142ING SIZING IN:IOF ROUGH 001 DOYS A ENENd.DOORS,F IMPACT ELEMENT.AS EN EQUAL.SELECTION,DETERMINED BY OVME0. AND COL0ON PELANC PRODUCTS.IRESPDINGITY ,T EOWNEPAND G,NERAL)COFRACTOIMEMT,FASTENER SELECTION, - AND RODE COP DLIANCE IS THE SOLE RESPnNSIBIl3TYDF THE OWNER AND GENERAL CONTRACTOR, _ 2.GENERAL CONTTACTOR TO CONFIRM ALL ROUGH OPENING SI2a:WITH MANUFACTURER PRIOR TO C01wEN(CMENT OF WORK rrr^\ Vl AJ J _ uJ 2 J ri• -Ym• W'Y 74' r-Y Y U r Y � fn _ - / / 1 2.-de, r;.1 t y--f / r-Y • r-V / L M / fi / inn< ,--N n Z LL I:. ■ OPERABLETT.WSOM.TIP. o bl. OPERABLE TRANSOM,TYP.- .. J \ fy�K _.1 \'IF�T�WHITEAWMINUM (�= W H ❑ ®® -Fill T .II FRAME W/GREEN nil MI (,) = H T' �T)MTEDf GREEN P. ` = O W a= It B __ ` Ti• ' I WHITE All DOWN 1p }- UJJA UT m ���Y ;GAMELY/is GREEN LJ 1 �- - - 46 \ - TINTED GLASS,IYP, \ < 1` i i (u.N.O. .9u I Y Et �s ® W TOP a FINISH FLOOR' \ \ -- YY/ -- \ \ T. i \ \ \ \ \ W - G 0 O O <> O O I- ; G ENTRY DOOR PAIR FRENCH DOORS (DEL)SULTLE FIIAkG S' L=RN& NAUTICAL FIXED (DEL)S 1 1-IU1,6 ° U �' - rw as r v r < - VARED / a,s . f �--•-t r.�' �.,�. �.,�, r-r. 2.-�. / / f z M f / • 7 ;;F., OEE AN,T'P. C1 F J' /+-PAINT GRADE POPLAR USING:aP1109(I 1N'X 31/2) \ /\ l■®■■ « T-W F E F AS SUPPLIED by R.A.V.MILLWORK,bOYNTON BEACH-1-600-236-1964 ( AL-PE-- \ IVt'aQ •L. 2 = / (-PAINT GRADE WOOD DIYY..WD FRAME f \ Mil III �._.(-C fr GENERA f \y w 2! \ . O 2 , - a \ ODODR RR MATHL y BY P.AL14 QTY W LLWDRK,INC.PALM CITY-1-771- -7086 p ;• \ 1v o 1..` =11'. L u q-HARDWAREAS ELECTED BYOWNER Do •*`\ _ -._- ♦ ♦ U ELU u \ i. 2-PIECE PAINT 4ADE POPLAR BASE;54.c1X10 W/CHAMFER TDP EDGE A M61 GAP \\ f f A r I '"W E E i.... \\ `AS SUPPLIED n DLV.MILLWORK,bOYNTOH BEACH-1 800 336 19Y f } Q m k E In 1'MJL_ N. oo 111.1F F'IJ15M H.000111 1 WR T' �' \ �Q • • ( o< - FALSE LOUVER DOGR PR FALSE LOUVER SINGLE HlI' FI)�D PANELS W SERIES FI>�D PANEL FD�D D G1 INTERIOR OR SCHEDULE D f' ROOM BASE FLOOR i WALLS CELL REMARKS - FINISH NOTES: a H i O u . ' 5 7 .. 1.2 ose¢IUORIAC PROD LDaUTel OrywI anise w/ter Pent.color by O•.cr i K t - 2.bWHR(`S cu:s nrY.WMU0w/N(pB6.mbr Ey .3p.I C C REAR COTTAGE � G >` a C o F 3.bYd rt.e`s mti3 mYN.R mRen w/W6 6HEu(tow L-+••)Da6R,mDrby D.T'er OINYER6/CE ROOM 2 'aE-Opasal slaw/um abUAE GENERAL OFFI(3: 2 >Okxposed 6136.3uc above '12:el g RESTROOM 3 P 32� O' DrownT+.B-0' o KITCHENETTE 3 '+-Y- 10 fit- MAIN COTTAGE RECEPTION AREA 2 T3'-elNam s 1Dµure above PLDJOEt Na. 8 NEW GENERAL OFFICE 2 3'(vst•`-A renesurc*bout 3015.39MARCO 8 GENERAL OFFICE(S) 2 11+-B-0- CAD Fib No. WET BAR 2 z+-r-o' • WINDOW SCHEDULE Date RESTROOM 2 2< 'B-0' - AUGUST 10,2015 MIN.MELDING Drawing No. GENERAL WORK AREA 2 73+4T-0' GFNFD AL OFFICE(S) 2 35+4T-0'A C1 ROOM FINISH SCHEDULE H8 EXTERIOR DOOR AND WINDOW SCHEDULE e�ARGI(TECiS INC.�,s A6 . 0 A a=1•e..e.c.< of 1 I 2 I 3 F 4 I 5 I 6 I 7 1 8 I 9 I 10 ( 11 I 12 I 13 I 14 :.:..:<:.;:; :•;:::. t. Found : <; :v"1.:,:; .; .--::: :: . ::::;<.: >::.::;:.:ii:ii ;:. /21/2IronPrner R dLot 21 ...........:.::.:.:............:.......... ng nes No ID I Block 125 As Shown a....:. . ..<::::... �00.0 1 • .•YA ..:J:y `�� w. -- and ;:.;:.>.,;<: ;:.;:.;; :.::�::. ;;:.�:.>.>:.;:.;::.:�:;. <90 • .:..... ....:.. .::::::::. . .-. ... -- /2 Iron Rod .. . r �.< zero-ca Lrn `L nP! V CC u ,. rr > r- 9..enr r- �)1..J1..f3 0.2 North, 3 pi 0. 5 East • - : _ • • Y • • • t t Lo.33 Lo.• .!.!!!:..:::!....:7.1:.i....•...:.:.!.1:-:!.7..:11:7.: '.:.. . :.......:•.:.. Block 125 ... . .. ..... ,- 0 Bloc1,1 2 .2 :i . _ 5 .• may....• .. •v_• .•.. ...:.... ) r ) .?$. T y�•;- i '<':. ii.i::::,•-fil-...:..-; .,...i.;:!;.i.":_f';:.' ...;;;.:;::-..:..-:.::...:. . '....,.' - ,, ..._.. a ' •a i •:••!i•-. �T • � �,. ..t :. �,- .r .•)' .. �Lof 23 � Lot 32 .�y�;f. j. r C Q) r BO 125 - is. Block 125 - f. l y • .1 Li },,.., •• • tea 'Yca• •✓ I y '1' .c� '.•• • :A.. .f, .,.••• .} d:••.,••• :, :,.. .,,., t.' PROPERTY ADDRESS: :t' • • • • _ .a t\': - • 55 SE- •-.�. 7TN AVENUE �•' t Y DELRA Y BEACH FL 33483 \\.' '.['. _ Y,• .i .., • :T• :'fF i-:'•':;j,j.. I 7_`�f. F'-. A...... -t: icS O ) • t:' :• L9f 4` f o FLOOD ZONE:'X" �` r' ) , One S�oly ?� Blot`k5 _� Lot 31 Panel No: 125102 0004 D ^J :-' e u Block 125 Date: JANUARY 5 1989 • Residence ::�.a:., t, I , _ • CERTIFIED TO: :;..::;:; ,: :-.:.'e-::::::; : ::: : - :s::•: •"-' 3 ..:`_: - �; 1.MIAN GROUP LIMITED PARTNERSHIP • ' 2.JEFFREYA.LEVINIE,P.A- ::;::: "::';:: :::_," :.; " < 3.SIMON&SIGALOS,LLP -- -f-": •,:: : • a• Lo 2E I 4-COMMONWEALTH LAND TITLE INSURANCE COMPANY :' ::: '., • \ 22, • 50.1' ;f .. Lot30 LEGEND • _ - :::`:t : :•X-.::- -- s r .r•. :-.: LEGAL DESCRIPTION: R •:_. a,.=:•. - ti� `� L^�: • ( ; J:• Block 125 A PART OF BLOCK 125,DELRAY BEACH(FORMERLY THE TOWNSITE OF Buildin "`• ,:':::>•:::•.. .. : • '•• • 0•3 f< ' - • I LINTON,FLORIDA,ACCORDING TO TH PLAT THEREOF RECORDED IN 'i���i�ii�'�� :-' 0 T •'• -�- t:-�-�'» PLAT BOOK 1,PAGE 3•PALM BEACH COUNTY RECORDS BOUNDED g s- Wood Po1�erPoie , sphalt......., • ::,: _: - > —�- �- �— 1 AND DESCRIBED AS FOLLOWS: ='='" t, • — ' -€, � BEGINNING AT THE NORTHWEST CORNER OF SAID BLOCK 125 SAID I on�rato, :r :' `• ::` :ti-: - (Found \ Found 2"X2u PAINT BEING 0r11 THE SOUTH LINE OF ATLANTIC AVENUE RUNNING ° X - 1/2"iron Rod Cot 26 • THENCE SOUTH ALONG THE WEST LINE OF SAID AND THE EAST LINE �---Centerline • i W/Ca (LB 353 O.S.D. Block 125 Concrete OF BAY STREET A DISTANCE OF 463.6 FEET TO POINT OF BEGINNING; pMonument THENCE EAST PARALLEL WITH THE SOUTH LINE OF ATLANTICAVEIJUE ° I - Extension line (0.73 South,0.44 East) A DISTANCE OF 100 FEET TO A POINT;THENCE SOUTH PARALLEL TO �---_-Property line THE WEST BOUNDARY OF SAID BLOCK 125,A DISTANCE OF 100 FEET —Ease Easement line South Line Lot 27 • Also Found TO A POINT.'THENCE WEST PARALLEL TO THE SOUTH LINE OF ° X 1/2"Iron Rod ATLANTIC AVENUE A DISTANCE OF 100 FEET TO A POINT IN THE WEST 1—X—X— Wire Fence < I V i ��i LINE OF SAID BLOCK 125•THENCE NORTH ALONG THE WEST BOUNDARY — w/cap (LB 353 D.S.D.) LINE OF SAID BLACK A DISTANCE OF 100 FEET TO THE POINT OF L. Wood Fence —Catch r3;rS n • (0.69 South,a 14 West) BEGINNING;ALSO KNOWN AS LOTS 22,23 24 AND 25 OF THE interior Lot Line UNRECORDED PLAT OF PALM SQL"'-- ':�:gin:.'::.MM.., *� :. Notes: . -, ,• ._is • t „ :. ''ir ltg.i:�.5`?:. 3 .'fir_`; E> ::. 1)I HEREBY CERTIFY this survey meets Minimum Technical Standards set forth by 5-11_11 �� the Florida Board of Professional-Surveyors and Mappers pursuant to _ ..�• r , Section 472.027,Florida Statutes. ,1 �+ Date ,,- ;;;::<>>: 2)The survey map and report or the co ies thereof are not valid without the Boundary Survey �, •signature and the on rna!raised seal of a Florr'da licensed surveyor and mapper. / • >::::; ,,:f, 4j ::; -.:: ;;<:;;::_:;'. 3,Underground or obscured improvements not located unless shown. f ,\ 4 Dimensions are record and field unless otherwise noted. S10070297 Update Survey JPM Iv1DL 5-14-14 45` _ • 5)Stated dimensions take precedence over scaled dimensions. S10070297 Update Survey PH MDL 10 2511 ��6)This fimn's Certificate of Authorization Number is LB 6788. P y // West Palm Beach, FL. 33415 Scale: 1 inch = 20 feet 7)Additions or deletions to survey maps or report_ 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. Q to 20 so 4o so Job# Purpose Field Drafter Date (561� 478-77fi4 FaX 478-1094 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: 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. 5g SE 7th Avenue,2015-239 HPB 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 7th 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 I 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, 2011, the DSMG reviewed the 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 not 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 Development Standards 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 to issuance of a building permit for the subject development. 53 SE 7w Avenue,2015-239 HPB Meeting October 7,2015 Page 4 0111 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 7th Avenue,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 1/2 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 state 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. A 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 7th 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`h 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 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. 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 to the forward 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 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. 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 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 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 4.5.1E 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 façade when viewed from the street the front facade is not in direct 53 SE 7th Avenue,2015-239 HPB 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 feature. 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 scale. 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 cannot be 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 way. Positive findings can be made subject to the conditions listed in the recommendation section of this report. • • 53 SE 7`h 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 made. 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. STAFF COMMENT: Variance 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 • • HPB 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. RECOMMENDATION By Separate Motions: Variance 1: Move continuance 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: Move continuance of a variance to the swimming pool being located with the front yard (west) setback at 10' from the front property line, whereas 1' is requested on the side interior (south) property line. Continue the Certificate of Appropriateness (2015-239) for 53 SE 7th Avenue, Marina Historic District, subject to the following direction: 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; 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; , • 53 SE 7`h Avenue,2015-239 • HPB Meeting October 7,2015 Page 11of11 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 1 1 2 I 3 1 4 I 5 1 6 i 7 I 8 I 9 I 10 I 11 12 1 13 • 14 I N A PRIVATE RESIDENTIAL PRO JECT; . HPB DESIGN SUBMITAL. N -_ THE -MARCO RESIDENCE: NORTH PARCEL 55 SE 7TH AVENUE f r 11= ice_ IF a i . . M . 'r. -, I i NM DELRAY BEACH, FLORIDA 1 1 �l •I - III-. ,`�.;`:' I A alit,' 1d '1 . GENERAL NOTES CODES VICINITY MAP INDEX U U -_-• •-�- IL-,1 _- ARCHITECTURAL: ' o_= bt.'�F:1" 1 _:•;gi`'y a ARCHITECTURAL° DOCUMENTS• L :' � ��s'.:.� dimste:als., FLORIDA WILDING Dore CODE,2mts EDITION ; ?¢E: _ .4- ��R71Ci�ca_i AmD ca+�eFa�T M - L TIE CO. 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E It. • C . . : Roof(I wicE. -1 t-'ROOi'1NLIMER i'1 o�"ribw z ,i..a TES, . : Zo •at rwv o = ,ornate- . UM NadH tANCd�116 AMIE,4111E�06-A ro.. a/u ea a u .ns.w. - rc ...roor..r. • .n ,nraArc..cw: DELRAYeEAG{'gt7R1DA.334(5 DOOR R13�RB1GEo - ..:': lcowe - 'wtc - ntac a -- tae wsa.atee•r: - 3O.F-DOOR).1IMEER2- w AAA A® • ,a TM o av` ' .- e • eO .aur.. Tan .cTo►AWS; PF1LT(561)765-6864 a : -.. - ,crti ',a•a•r..AaS FAX 156U 465 tbfi6 c o .iR me+n Res „rrx g- • . • Sia uon... U. iIt O* :roes • WiNDotU f E: O 1-WI DOW:NLStn • •18ES - • «w �`�a. CAPE ARCWTECTI DRW rowCOPE Project Na - t,¢ WT.-MA e.l , LAXDSC. cow. 2015.39MAR CD g MILLMIL CAD le No.'i te• 1cur 046 iE 7I5T 51T$ar NOTE : O t -REFERENCE NA8=R "A� IMAMED..uSill LAME • :s .wiaaum BLCA R4GTj FORDA 33481-2436 ERsNEEr Date IMOODIr - ,A MOD r. LIMA AUGUST 10.2015 ,wt ,An+Au tms.a. PNo f561)9,34-385 Crowing Na REVISION R�ES�l lCE REVISION MAIMS ,0 7' A�wia ALLAORT FAX f56U 991-5661 Mt riue.t. AT A r r -_ E aaRlte ruMtuc:ue. ° .�.�ALL AO 0 A ex . MAD MAMMA Mc. IMALLMLZA Mn TAR* © COPE�{CNt(FECS�INC.2015 al sept of 1 1 I 2 I 3 5 I • 6 I -7 1 1 9 1 1-0 I 11 I 12 1 13 - I 14 ' 1 1 2 1 3 1 4 I 5 I 6 1 7 I 8 I 9 1 10 1 11 I 12 L 13 I 14 I • A. GENERAL NOTES N N • • ARCHITECTURAL: BUILDiNG CODE COMPLIANCE: WALL CO'ERING: o - I. THESE DOCUMENTS INDICATE THE DESIGN INTENT CF THE CONSTRUCTION 22. UNLESS OTT-MR. WISE NOTED,11NE1N DRAWINGS ARE N CONFLICT,ENLARGED L TIP_CONTRACTOR SHALL PERFORM WORK N ACCORDANCE LV APPLICABLE I. INTERIOR FINISH MATERIALS SHALL COMPLY WITH LOCAL CODES. UNEN PROJECT N ORDER TO ESTABLISH STANDARDS FOR CALITY AND/OR PLANS t DETAILS SHALL GOVERN HOWEVER THE ARCHITECT SHALL MACE CODES,R--r LAWNS,LOCAL AUTHORITY REGULATIONS<LOCAL CODE h2ECUIRED SY BUILDING OFFCIAL(5),APPLY FLAME PROOFING TO FABRIC PERFORMANCE • THE FINAL DETERMINATION N THESE MAI ItNa. OFFICIAL'S DIRECTIVES. WALL COVERINGS. • 1. THE CONTRACTOR SHALL INVESTIGATE THE JOBSITE t COMPARE THE CD'S 23. SUBMIT FOR ARCHITECTS REVIEW ABOVE BUILDING STANDARD SAMPLES 1 2. TIE CONTRACTOR SHALL PROVIDE TERMITE PROTECTION AS PER FBC 181611 2. WALL COVERINGS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S TH -- M W/ E EXISTING CONDITIONS. THE CONTRACTOR SHAY INCLUDE N HIS COST, LITERATI RC A SUBMIT FOR ARCHITECTS CONSIDERATION SAMPLES 1 PRODUCT UIORK DESCRIBED IN THE CD'S I THAT IS REGa1IFEGD OR REASONABLY IMPLIED LITERATURE+OTHER PERTINENT DATA OF ANY PROPOSED SUB.STITUTIOJS. ANY SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLICATION.INCLUDING g LH TO ACHIEVE THE DESIGN UTTENT OF THE CD'S. THE CONTRACTOR...JAI I SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE PARTITION NOTES: TEMPERATURE AND DUST CONTROL WALL COVERING REQUIRING BACKINGG SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS t ARCHITECT FOR APPROVAL PRIOR TO IMPLEMENTATION IT IS THE CONTRACTOR'S FOLLOWINGBE LO APPROVED. APPLY WALL PRIMER PRIOR TO APPL.YS ADHESIVE M ANY NEW WORK OF ANY OMISSIONS N THE DRAWINGS t ANY RESTRICTIONS RESPONSIBILITY TO RESEARCH t QUALIFY THAT THE PERTOR'.ANCE t L h EAR DIMENSIONS MUST BE HELD. DIMENSIONS NOTED AS FINISHED FACE MANUFACTURER'S INSTRICTIOI. z - RELATED TO THE EXECUTION OF THE WORK INCLUDING THE COORDINATION W/ CONSTRICTION SPECIFICATIONS MEET THOSE OF THE ORIGINALLY SPECIFIED ITEM 3. INSTALL SEAMS PLUMB'NOT LESS THAN SIX(6)INCHES FROM CORNERS: STRUCTURAL AND MEP RELATED WRK O PRICE TO SUBMISSION FOR APPROVAL CONTRACTOR SHALL BE LIABLE FOR 2. DRAWING DIMENSIONS ARE TO WE FACE OF STUD SURFACE UNLESS CLEAR OR HORIZONTAL SEAMS SHALL NOT BE PERM''to UNDER ANY CIR ..T1STANC5. z°- MATERIALSS THAT ARE NOT AVAILABLE DUE TO UNTIMELY ORDERS 4 FOR THE CRITICAL SHALL BE MEASURED FROM FINISH FACE TO FINISH FACE. 3. TIE CONTRACTOR SHALL BE REWIRED TO PROVIDE A COMPLETE JOB N COORDINATION OF SUBSTITUTIONS W/OTHER TRADES t DISCIPLINES_ 3. MAKE NO MECHANICAL ATTACHMENTS TO EXTERIOR BUILDS SURFACES 4. REMOVE FVrCESS ADHESIVE-PROMPTLY,REPLACE PANELS WHICH CANNOT BE EVERY RESPECT THAT ALLOWS FOR THE FULL USE CF THE COMPLETED WIT PRIOR NOTIFICATION AND APPROVAL FROM E ARCHITECT. COMPLETELY CLEANED. HQU TH L FACILITY t CONSISTENT WV THE DESIGN INTENT OF TFE CD'S. THIS SHALL 14. SHOP DRAWINGS(TWO(2)COPIES TO ARCHITECT t TWO(2)COPIES TO ENGINEER), INCLUDE.BUT NOT BE LIMITED TO,COMPLETE UTILITY CONNECTIONS FOR IQO, AS REWIRED,SHALL BE SUBMI I I tD FOR REVIEW PRIOR TO FABRICATION OR 4. CONSTRUCT CEILINGS t PARTITIONS PER MAMFACTIRETYS RECOMMENDATIONS 5. INSTALLATION OF PATTER!=D FABRIC WALL COVERINGS SHALL BE MATCH AT L SETTER RAN WATER LEADERS,DRAINS,POWER(W/TRANSFORMS TO ACHIEVE CONSTRUCTION SUBMIT FOR ARCHITECT'S RENEW PRIOR TO FABRICATION OR EDGE TO ADJACENT FABRIC PANEL. APPROPRIATE t NECESSARY VOLTS+AMPS).GROUNDS,NATURAL OR LP GAS, PURCHASE. SHOP DRAWINGS OR SAMPLES FOR MILLWORK CUSTOM METALWORK. UAW DEFLECTIONS NOT TO EXCEED l/140 OF THE SPAN. PROVIDE FIRE RATINGS VENTS,VENTILATION,SMOKE EVACUATION.4 BLOCKING,BRIDGING.STRUCTURAL CUSTOM CASEGOODS t OTHER ITEMS AS REQUIR ED BY ARCHITECT FOR ABOVE AS lEWIRED BY CODE-SEE FOG AND LOCAL CODE AI'R7f7dJMENTS FOR MIT 6. REMOVE SWITCH PLATES 1 SURFACE MOUNTED FIXTURES TO PERMIT WALL _ SUPPORTS,ETC.TO ALLOW FOR THE COMPLETE t WORKING OF NUI tV OR BUILDING STANDARDS ITEMS. SPECIAL FIRE STOPPING REQUIREMENTS. COVERING INSTALLATION t TE-INSTALL UPON COMPLETION. • INIF713fED EQUIPMENT. 5. INSTALL WOOD BLOCKING AT ANY PARTITION SCHEDULED TO RECEIVE HANGSIlMill Th. 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 OTHERISE INDICATED N THESE WRITTEN DIECTIVES: U ARCHITECT'S DIFECTI E FOR MINOR CHANGES N WORKICC CD'S SHALL BE INTERPRETED AS HAVING THE SAME MEANING AS THOSE MOST 2J CONSTRUCTION CHANGE DIRECTIVE FROM THE ARCHITECT,OR 3.)CHANGE 6. INSTALL MOISTURE RESISTANT S+�STRATE(WATER RESISTANT TYPE GYT..+PM S. NO SUBSTITUTION CF ANY SPECIFIED WALL COVERINGS OR FINISH MAY BE MADE SIMILARLY DETAILED t MORE FULLY DEFINED ELSEWHERE IWITIHN THESE ORDER ISSUED BY THE ARCHITECT CHANGES MUST FOLLOW MODIFICATIONWITHOUT PRIOR APPROVAL OF ARCHITECT. . K DOCUMENTS. CONTRACTOR IS TO NOTIFY THE ARCHITECT IF CLARIFICATIONS PROCEDURES NOTED IN AIA A201-ARTICLE 1. CHANGES REQUIRING A CHANGE BOARD OR CEMENTITIOUS BOARD)UNEFE CERAMIC TILE OR STONEWORK IS K ARE REWIRED. CONTRACTOR SHALL BE LIABLE IF INAPPROPRIATE INTER- IN COST OR TIME MUST BE EXPLICITLY NOTED AT TIME CF DI'.rl IFSION N FIELD, INDICATED. 8. PREATIONS WORK.WITH CTI.ER ELEMENTS OF THE UW NOTIFICATION OR ARCHITECT OR AT JOB PROGIESSS MEETING t FOLLOWED UP WITIHN - • TILE: OCC TWO(2)WORKING DAYS BY WRITTEN CONFIRMATION IF MJAMI.r IS AGREED TO 1 INSTALL STEEL FRAMING FOR PARTITIONS TO COMPLY WITH ASTM C-154 1 THE 11) 5. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS'DIMENSIONS INDICATED IUTHOUT EXPLICIT REIERENCE TO CHANGE IN COST OR TIME,A SUBSEQUENTN. I. AN GYPStTI CONSTRUCTION HANDBOOK BY US.GYP` I,LATEST EDITION INSTALL TILE N ACCORDANCE W/TILE CONCIL OF AMERICA HANDBOOK FOR- W/THE CD'S<SIHAI I 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. INSTAL..t FINISH GYPSUM BOARD TO COMPLY W/ASTM C-StS,GA-216 BY • CONTRACTOR SHALL BE LIABLE FOR RESTOCKS CHARGES,REPLACEMENT 26. PEFFORI UIORIC I INSTALL.MATERIALS N STRICT ACCORDANCE W/MANUFACTURERS GYPSUM ASSOCIATION t GYPSUM CONSTRUCTION HANDBOOK BY US.GTf.RUIN, 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE SUBSTRATE(IE ■■COSTS t FOR DELAYS IF H ON E FAILS TO COMPLY Ulf THIS PROVISION. SPECIFICATIONS t INSTRUCTIONS t IN A MANNER CONSISTENT W/INDUSTRY LATEST EDITION. PREPARE SURFACE W AS REIR FO pHs/4ED R FINAL SURFACE RESISTANT GYPSUM HOARD,'ILrJNtDERNBOARD',ETC.). ail STANDARDS FOR WORIQ'IANSHIP, AS REC0-21E4DED BY GYPSUM CONSTRUCTION HAG/BOOK. J 6. THE GENERAL CONTRACTOR.UPON AWARDING CONTARCTS TO SUB- CONTRACTORS.SHALL SUBMIT TO THE ARCHITECT+THE OWNER A LIST OF' 21. GYPSUM t METAL STUD CONSTRICTION SHALL BE DONE IN ACCORDANCE W/ S. PROVIDE FIE RESISTANCE RATED PARTITION ASSEMBLIES IDENTICALL TO U TELEPHONE/DATA/ELECTRiCAL NOTES: ■■ _ j ITEMS 4 THEIR DELIVERY SCHEDULES. THE CONTRACTOR PRIOR TO ORDERING REC:O'FETNDATON9 tINSTRUCTIONS PUBLISHED BY US.GYPSSUM COMPANY- DESIGNATIONS(UNDER/MITERS LABORATORY)SHOW N THE FIRE RESISTANCE • - AN ITEM,SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT t OWNER GYPSUM CONSTRUCTION HANDBOOK.LATEST EDITION. CONSTRICTION JOINTS MUST DIRECTORY OR LISTED BY OTHER TESTING AGENCIES ACCEPTABLE TO I. WORN SHALL BE M ACCORDANCE UL APPLICABLE NATIONAL,STATE AND OF ANY ITEM UNIC2H MAY CAUSE THE PROJECT TO BE DELAYED DUE TO LONG OCCUR AT A MAXIMUM CF 25 FT.ON UNDERSIDEOFROOF DECK. AUTHORITIES HAVING JURISDICTION. LOCAL ELECTRICAL CODES. LLI v LEAD TIME IN OBTAINING. - 28. FINISH CARPENTRY t WORKS wAl I BE DONE N ACCORDANCE 111/THE NOTES: 2. N 1M/E/P DESIGN-BUILD PROJECTS,MECHANICAL t ELECTRICAL ENGINEERING 1, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACHIEVING SUBSTANTIAL ARCHITECTURAL WOODWORKS INSTITUTE(AWN)STANDARDS FOR SELECTION OF MILLWORK NO 1 ES: COMPLETION REGARDLESS CF DELIVERY DATES FOR MATERIALS I EQUIPM. MATERIALS,HARDIWARaF FABRICATION{WORKMANSHIP<FINISHING. • DRAWINGS SHALL BE SUE MITTrED TO ARCHITECT FOR REVIEW 1 APPROVAL PRIOR L MILLWORK t CASEWORK SHALL COMPLY 111/ARCHITECTURAL WOODWORK TO START OF CONSTRUCTION. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY ILI H 8. TIE_ARCHITECT HAS NOT CONDUCTED NOR INTENDS TO CONDUCT ANY 29. EXAM.E BURFACES TO Dt I tMIINlE THAT THEYRSo/ND,A SND,DRY•CLEAN t READY CUALITY STANDARDS.GUIDE SPECIFICATIONS+QUALITY CERTIFICATION PROGRAM FOR CO INSTALL- CO ORDNAT G VARIOUS TRADES. CONTRACTOR SHALL CONTROLNVESTIGATION AS TO THE PRESENCE OF HAZARDOUS MATERIALS,INCLUDING TO RECEIVE FINISHES OR MILLWORKPRIOR TO INSTALLATION. START CF LATEST EDITION,CUSTOM GRADE UNLESS OTHERWISE NOTED. ANION SEQUENCE OF VARIOUS ITEMS TO ACCCX'MODATE DIMENSIONAL REQUIRE- H ASPEST05,WITHIN THE CGNFMES CS THIS PROJECT. THE ARCHITECT ACCEPTS INSTALLATION SHALL IMPLY ACCEPTANCE CF SUBSTRATE 1 SHALL NOT BE MENTS OF TOTAL ASSEMBLY NC LUDMG MECHANICAL,ELECTRICAL.PLUMBS,FIRE NO RESPONSIBILITY FOR THE IDENTIFICATION,THE REMOVAL OR ANY EFFECTS GROUNDS FOR CLAIMS AGAINST I IPtDrtp/PERFORMANCE OF INSTALLED MATERIAL 2. INSTALL FIRE RETARDANT TREATED WOOD PRODUCTS MERE REQUIRED TO ALARM.DATA,TELEPHONE.SPRINKLER PIPING AND ANY t ALL EQUIPMENT. FROM THE PRESENCE OF THESE MATERIALS. ADVISE ARCHITECT OF ANY EXISTING CONSTRUCTION NOT LEVEL SMOOTH t COMPLY WITH THE BUILDING CODE FLUME!WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL,MECHANICAL,ELECTRICAL t Q 14 - - 9. TILE CONTRACTOR w RD S ANY I ISSUE COMPLETE SETS OF CD'S TO EACH OF THE 3. COONATE INSTALLATION OF ALL IN-WALL STEEL ANCHORAGE,GROUNDS,t PLUMB ENGINEER'S OR OTHER CONSULTANT'S DRAWINGS SHALL BE SUB FORCOORDINATIONTHE IR OF UIORC AND DESCRIPTION CF 30. INSTALL t MAINTAIN NECESSARY COVERINGS,PROTECTIVE ENCLOSURES, MISCELLANEOUS BLOCKING UV OTHER TRADES FOR PRECISE LOCATION. PTM r.HT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION WORK -J SCOPE. TEMPORARY DOORS+PARTITIONS t DUST BARIRIERSS TO PROTECT IT4 RPANTS INSTALLED IN CONFLICT UV THE ARCHITECT'S DRAWINGS OR CREATING CONFLICTS �Ti ' t EXISTING UIORC t FINISHES TO REMAIN REPAIR t REPLACE ANY DAMAGES 4. THE MILLUIORC CONTRACTOR SHALL OBTAINMEASUREMENTS 1 VERIFY FIELD EASURQ•Et lTS DIE TO INSUFFICIENT COORDINATION OF UWRC SHALL BE CORRECTED BY THE iniell IS. THE CONTRACTOR SHALL APPLY FOR,OBTAIN t PAY FOR FERMTS,FEES, CAUSED BY INPROPER PROTECTION AT NO ADDITIONAL CHAIZ,E TO OWNER, t CONDITIONS A CTING HIS WORK(SHALL BE RESPONSIBLE FOR DETAILS 1 CONTRACTOR•THE CONTRACTOR'S EXPENSE t SHALL NOT IMPACT THE SCHEDULE G INSPECTIONS 1 APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION TIE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY t ALL DAMAGE UN1CFI MAY DIMENSIONS ASSURING PRECISION t PROPER ASSEMBLY OF HIS PRODUCTS. ■�■ G OVER THE PROJECT. CONTRACTOR IS TO PROVIDE COPIES OF TRANSACTIONS OCCUR DURING EITHER THE DEMOLMOTN OR CONSTRUCTION PHASE TO THE 4. REFER TO ENGINEERING DRAWINGS FOR CIRWITING t SPECIFICATIONS. MECHANICAL Lu W TO OWNER NOTIFY ARCHITECT CF ANY VARIANCE UY CODES N FORCE. EXISTING BUILDING, CONTRACTOR SHALL REPAIR SAME IMMEDIATELY TO MATCH 5. COORDINATE ITETLS TO INSURE DELIVERY TO THE PROPER LOCATION t <ELECTRICAL ENGINEER'S DRAWINGS DO NOT SPECIFY ON S OF FIXTURES, Q CONTACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE UV THE REGULATIONS ADJACENT SURFACES IN GOOD CONDITION. VERIFY PHYSICAL ACCOMMODATION WITHIN TILE CONFINES OF THE PROJECT CUTLETS,OR EQUIPMENT-REFER TO ARCHITECT'S DRAWINGS-INGS,LOCATIONS ' CF ANY<ALL PUBLIC AUTHORITIES(FEDERAL,STATE<LOCAL)HAVING AS REQUIRED. JURISDICTION OVER THE PROJECT. 3L WORK DAMAGED DURING CONSTRICTION OR NOT CO.FORING TO SPECIFIED 5. SEPARATE JUNCTION BOXES BY AT LEAST ONE(I)STUD WI-ERE TELEPHCNE t Tw _ STANDARD TOLERANCES OR MANUFACTURERS INSTRUCTIONS FOR INSTALLATION ELECTRICAL OUTLETS APPEAR BACK-TO-BACK OR SIDE-6 I ■.■ wA I BE REPLACED AT NO ADDITIONAL COST TO THE CURER 6. `'ET WORK PLUMB,LEVEL t SQUARE,IN SCRIBED TIGHTLY< ON DRAWINGSR TO ODJT. W 2 PF30NDE<PAT FOR ANY AND ALL MATERIALS,I ORTAT EQUIPMENT,TOOLS, WIG/ACES, ANCHORED POSITION INDICATED ON TO CONSTRICTION EQUIPMENT,WAREHOUSING,TRANSPORTATION t DELIVERY COSTS, HIGHEST MULTI',"STANDARDS. FOISTING,REAL OF TRASH 4 DEBRIS,+OTHER FACILITIES<SERVICES 32. MAINTAIN EXIT,EXIT LIGHTS,FIRE PROTECTIVE DEVICES t LIFE SAFETY SYSTEMS O 0 F NECESSARY FOR THE EXECUTION"COMPLETION OF THE 11/ORE, IN WORKING ORDER F 1. LAMINATE EDGES OF COUNTERTOPS 1 EDGES OF DOORS PRIOR TO FACING Q. WORN SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHER- 33. EXIT DOORS.EGRESS DOORS t OTHER DOORS REQUIRED FOR MEANS OF EGRESS CONTERTOPS OR DOORS. ON SHALL BE SIX(6)INCHES,CENTERLINE TO CENTERLINE,UDN. , WISE NOTED. REFERENCES TO THEINCLUDE CONTRACTOR SHALL THE GENERAL SHAL BE OPERABLE FROM INSIDE WTIOUT USE OF A KEY OR SPECIAL KNOW- CONTRACTOR W CONTRACTOR AND SUB-CONTRACTORS. LEDGE OR EFFORT. 8. COORDINATE EXACT PLACEMENT OF PLUMBS<ELECTRICAL FIXTURES, 8. GANG ELECTRICAL CUTLETS t SWITCHES ILFERE POSSIBLE. SWITCHES t OUTLETS TO BE INSTALLED WITHINTHE MILLUIOR . > , 13. TIE CONTRACTOR SHALL BE SOLELY R RCONTROL ESPONSIBLE FO t HAVING 34.' VERIFY KEYING REQUIREMENTS OF•LL NEW LOCKS WITH OWNER S. WALL OUNTED ELECTRICALTELEPHONE/DATA OUTLETS SHALL BE INSTALLEDCC -OVER CONSTRUCTION MEANS,TECHNIQUES,SEQUENCES 1 PROCEDURES t FOR 3 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 REQUITED BY THE CD'S. 35. 24 HOURS PRIOR TO OCCUPANCY OF ANT PHASE,THOROUGHLY CLEAN SURFACES DAMAGE INCURRED TO MILLWORK DURING CONSTRUCTION. OF DUST.DEER,LOOSE CONSTRICTION MATERIAL+EQUIPMENT. VACU-I OR MOP 10. INSTALL LIGHT SWITCHES AT FOURTY-EIGHT(48)INCHES APE.t WITHIN EIGHT(8)NCHE S E H. THE ARCHITECT 1 OWNER SHALL NOT BE RESPONSIBLE FOR THE NIB-/ORS.. FLOORS 4 CLEAN WINDOWS. THE CONTRACTOR,AT THE COMPLETION OF THE 10. ADJUST DOORS,DRAWERS t HARDWARE FOR PROPER OPERATION t CLEAN OF DOOR FRAME,UNO- FOLLOW ADA REGULATIONS IN PUBLIC CIRCUMSTANCES. E OMISSIONS OR DELAYS RESULTS FROM THE CONTRACTOR'S PERFORMANCE PROJECT,SHALL rT F44 THE ENTIRE BUILDS AND LEAVE IT N ACCEPTABLE SURFACES.INSIDE+OUT. CONDITION. II THER'IOSTATS SHALL BE INSTA I Fr)AT SIXTY(60)INCHES AFF.ADJACENT TO S. THE CONTRACTOR SHALL BE R TIE II. COMPLY W/MILLWORK MANUFACTURERS R t INSTALLER'S R O ECSIENDED OPM TUI LIGHT SWITCHES,MESS NOTED OTIERJISE 2 1- CONTRACTORS EMPLOYEES,SUB-CONTRACTORS t THEIR AGENTS t 36. SUBSTANTIAL COMPLETION SHALL BE THE DATE ON UNICH THE RWIISES ARE TEMPERATURE 1 HUMIDITY CONDITIONS FOR STORAGE t INSTALLATION OF WORK NI EMPLOYEES+ANY OTHER PERSONS PERRORING ANT CF TIE WORK UNDER AVAILABLE FOR OCCUPANCY FROM THE CONTRACTOR t SHALL BE AS DEFINED Q. INCANDESCENT LIGHT FIXTURES ARE TO BE ON DIMMERS,UNO_ A CONTRACT WITH THE CONTRACTOR - IN AIA DOCUMENT AWL ADDITIONAL TOUCH-UP OR MINOR INSTALLATION WORK Q. COMPLY W/ARCHITECTURAL WOODWORK DUALITY STANDARDS,GUIDELii -MAY BE INCOMPLETE - SPECI7CATONS+QUALITY LENT IHCATON PROGRAT1,SECTION 500 FACTOR 13. UA-ERE LIGHTS 4 SWITCHES AlE NOT NOTED W/A LOVER CASE LW I I WI 16. OTHER CONTRACTORS t THEIR SUB-CONTRACTORS MAY BE WORKING ON THE_ FINISHS SYSTEMS FOR FINISHES NOTED. DESIGNATION,THE SWITCHES ARE TO BE CONNECTED ONLY TO THOSE LIGHT ILI to PREMISES SIMULTANEOUS WITH THE DURATION OF THIS CONTRACT. NO ACTION 31. WARRANT TO TIE OWNER THAT ALL MATERIALS 1 EQUIPMENT FURNISHED t FIXTURES WITHIN THAT SPECIFIC ROOK �// p SHALL BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANY SUB- INSTALLED UNDER THIS CONTRACT SHALL BE THEW UNLESS OTHERWISE SPECIFIED, FiNiSH NOTES: 0 CONTRACTOR TO IMPEDE THE ACCESS OR OPERATION OF ANY OTHER 1 UIORK SHALL BE OF GOOD QUALITY,FREE FROM FAULTS t DEFECTS 4 CONFORMS H. FLOOR MOUNTED OUTLETS ARE DIMENSIONED FROM THE CENTERLINE OF TIE CONTRACTOR t>N THE PREMISES,ETHER UNION OR NON-UNION WITH THE CONTRACT DOCUMENTS. L INSPECT MATERIALS FOR DEFECTS,FLAWS,SHIPPI DAMAGE,CORRECT COLOR CUTLET TO THE FINISHED FACE OF THE PARTITION AND/OR COLUMN,UNLESS in 1 PA.ItML SPORT ARCHITECT OF ANY DEFECTIVE MATERIALS t COORDINATE NOTED OTERNSEIIMI in II. LUORC SHALL BE DONE DURING NORMAL WORKING HOURS. CONTRACTOR SHALL 38. FOR A PERIOD OF ONE(1)YEAR BEGINNS AT THE DATE OF SUBSTANTIAL W/TIE MANUFACTURER FOR ACCURATE SHIPPING DATES FOR THE REPLACEMENT - SCHEDULE t PERFORM SO AS NOT TO UNREASONABLY DISTURB ANY COMPLETION,CONTRACTOR SHALL PRO RELY CORRECT W RC FOUND NOT TO BE MATERIAL. /5. ELECTRICAL ITEMS INDICATED IN OR ON CABINETRY SHALL BE SUPPLIED, NEIGHBORS 1 SHALL BE RESPONSIBLE FOR ANY OVERTIME COSTS INCURRED N ACCORDANCE-WI THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BEAR INSTALLED t COORDINATED BY THE CONTRACTOR THEREBY. ALL COSTS OF CORRECTIONS. 2. FLOOR COVERINGS wA I BE REPAIRED N RENOVATION WORK TO MATCH . B. 7H=CONTRACTOR SHALL COORDINATE+WORK UL BUILDING OWNER REGARD- 33 UNLESS OTHERWISE.NOTED,FASTENERS I ATTACHMENTS wet I BE FILL? ADJACENT SURFACES. FLOOR COVERINGS IN CLOSETS SHALL MATCH ADJACENT IS. ELECTRICAL SUB-CONTRACTOR SHALL MAKE FINAL COTSNECTIONS FOR ALL FLOOR • C S HEAT,WATER D TES,ACCESS,ELEVATOR CUR AVAIL- CONCEALED REIS YEW. SURFACES. FLOOR COVERING IN CLOSETS SHALL MATCH ADJACENT ROOM OR WALL OUTLETS TO RURVTTIIE SYSTEM ROLLER POLES(Ul-E E APPLIrAR F) i ABILITY,STAGS,NOISE ELECTRICITY.DE TRASH 4 DEBRIS IE E ATO HOISTING, UNLESS NOTED OTHERWISE. FOLLOWING MANUFACTURERS STANDARDS FOR INSTALLATION AND APPLICABLE C t ANY OTHER UTILITIES OR OWNER'S RULES t REGULATIONS GOVGEfNS THECODES. c 40. THE ARCHITECT'S SEAL AFFIXED TO THESE CONTRACT DOCUMENTS,SHALL `� PROJECT SITE. CONTRACTOR SHALL COORDINATE USE OF RESTROCM 3. CONTRACTOR WILL BE RESPONSIBLE FOR PROVING AN APPROPRIATELY On CERTIFY TO THE BEST OF OUR KNOWLEDGE,THAT THESE DRAWINGS MEET THE LEVEL t SMOOTH CONGETE OR OTHER SUBSTRATE TO MEET THE CARPET(IF 1L PHONE I DATA OUTLETS ABLI BE HSLE OUTLET BOX W/PULL STRING+RING FACILITIES FOR HIS EMPLOYEES WITH THE OWNER APPLIrAm F STATE t LOCAL CODES. IF ANT'PORTION OF THESE DOCIMEMS IS CARPET IT USED)MEETING INDUSTRY STANDARDS PRIOR TO INSTALLATION FOR WIRING. WITS OR CABLING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE - E 8 FOUND TO BE N CONFLICT W/STATE OR LOCAL CODES,THE ARCHITECT SHALL E o R THE CONTRACTOR SHALL PROCURE MATERIALS 50 AS NOT TO DELAY BE NOTIFIED IN WRITING BY THE CONTRACTOR. 4. CARPET,IF USED,SHALL BE INSTALLED N THE SAME DIRECTION. SEAM la THE SIZE CF NEW TELEPHONE 1 DATA LINE CONDUITS SHALL BE AS PER rn Cad- SUBSTANTIAL COMPLETION. TFE CONTRACTOR SHALL NOTIFY ARCHITECT CARPET AT DOORS AND ON CENTERLINE OF DOORS,TYPICAL SUPPLIERS SPECIFICATIONS. VERIFY REWIRETL-TINTS W/CURER DXo,m WITHN FIVE(5)DAYS OF EXECUTION OF CONTRACT Cr ANY MATERIAL 41 CONTRACTOR SHALL BE RESPONSIBLE N FRONDS THE OWNER A COMPLETE t ILW COPE DELIVERY IUJIC]H rrtn TI DELAY COMPLETION OF TH C E ONTRACT. SET OF'AS-BUILT'OR'RECORD'DOCUMENTS. PA INTER SURFACES: P1 INSTALL BUILDS STANDARD COVER PLATES FOR OUTLETS t SWITCHES. Project No. B 20. COORDINATE SCHEDULING,PROVISIONS FOR INSTALLATION,LOCATIONS,+ 201539MARCO 42. PROVISIONS OF THE AIA A201-CETER.AL CODITIONS,APPLY TO THIS CONTRACT q 10. DMA15T FANS wAl I BE SILENT RUNS t SHALL HAVE A MINMIJM EIGHT l8)FOOT CAD Fle No. INSTALLATION OF ITEMS P URNISHFS)BY THE OWNER+BY OTHERSa,FOR THE BY REFERENCE UNLESS SPECIFICALLY MODRED IN WRITING BY THE OWNNER OR I. PANTED FINISH METAL 4 WOOD TRIM SHALL BE SEMI-GLOSS ALKYD ENN•T:1, PURPOSES CF THIS CONTRACT. THE FOLLONNY ABBREVIATIONS APPLY, ARCHITECT. COLOR TO MATCH ADJACENT WALL WINLESS NOTED OTHER WISE. OTTER SURFACES LOIN:DUCT BE1WF_EN THE RETURN AIR GRILLE 1 FAN MOTOR DUCT SHALL 8E SPEC SHEET O-O•OWNER FURNISHED RN t OWNER INSTALLED,CF-CI.0UNLR FURNISHED SHALL BE LATEX,FLAT FNISHN PANTED FINISHES turn-IN BATHROOMS+KITCHEN/ LINED UV ONE(I)INICHH TURN.THICK FIBERGLASS LINER DO NOT LOCATE FAN MOTOR 4 CONTRACTOR INSTALLED,CF-CI•CONTRACTOR FURNISHED+CONTRACTOR GALLEYS/PATTRI-SHALL BE SEMI-GLOSS ALKYD ENAMEL. ABOVE CFILS OF ROOM SERVED BY FAN-LOCATE MOTOR ABOVE CORRIDOR Date INSTALLED,AND CF-OI•CONTRACTOR F1RN15FED t CHEER INSTALLED. OR SN AREA CEILING PROVIDE SPARK PROOF MOTORS OR EXPLOSION PROOF AUGUST 10,2015 2. PREPARE FOR 4 APPLY PANT N ACCORDANCE W/THE MAN FAC:NRER'S:F.CC'S. MOTORS FOR LOCATIONS INO_VQN3 TAMABLE MATERIALS(ONLY IF APPLICABLE) D�I,No. 21 TI-E CONTRACTOR SHALL COORDINATE 1 WORK W/TRADES ON THE PROJECT FOR THE PARTICULAR SURFACE,ONE fl)COAT PRIME I TO(2)FINISH COATS NOT 21 ACCESS PANELS AS}EQUIRED SHALL BE INSTALLED FLUSH W/GELS t FINISHEDHED UNDER CONTRACT W/THE CONTRACTOR(LE. DATA LIES, MI1111 M APPLICATION. FOLLOW INDUSTRY STANDARDS FOR SURFACE PREPARATION _ TO MATCH THE ADJACENT CEING FINISH. LOCATIONS CF ACCESS PANELS AI E TO • FIRE ALARM,ETC.). ANY CHANGES OR DELAYS ARISING FROM CONFLICTS t APPLICATION ENVIRONMENT 1I tnrtRATUREt/HUMIDITY). -• BE REVIEWED WUITH THE ARCHITECT PRIOR TO INSTALLATION, A BETWEEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF TIE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER I• © COPE ARCHITECTS,INC.,2015 0 A - ' Imo_ 5 I 6 I / I I ..,.. ®..�mown,.s ..•v Of 1 I 2 I 3 8 9 I 10 I 11 I 12 13 I 14 II . , r .. 1, • ABND ALLEY 0000 cv 0190 0050 0000 '000 0000 v- 108-0050 o M me 8 e 3 - - le a -0 DOT ul z • E Atlantic Ave-- „,,i,AvoK---"ell ili"IIIIIIIIIIIIIII WIT:tT,R4g16'1,'ili"-:;;ic:,','IMP,hq010'1,,I4'ilig',,“Nlii'At'XI„' ifily y:'i:11,:fiPM %ntlfkPIMgrgA4t1441614§1 ''':tcifil!"-•'1. 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C.,0010 1 - . 03 Ce 0 0010 0220 0020 •-- 0 0220 wtt L9 0021 0021 - 22 N . 0020 2 0022 cc o oosi .. . ••,.• •r. ll.• Gary R. Nikolits, CFA Location: Downtown Service Center Key Palm Beach County 0 40 BO 160 240 320 eet F Property Appraiser ..., - ....- - . Map Scale Selected Parcels ify,,,Tygt Others . '200 IFRI,"q, 400 Mild 100 (ki.Yht 300 :,',31.'"ig-'. 500 Notes: Procloued on:t1t4/2014 - • . .• - • -- - - - -- I. Catch Basin • i • F- Found i, .• ' l i :A •,--°-•.a i - , •t i :: : Property Corner „a� :o.--- a" 'tw. , , _ a _....�.,: i. ;::::` :::':' ::• • 21/2"Iron Rods Ptit: r :t, �r��..F'r .� .-. Monumented •i r r--•-- ��••�, ::'�•'::, No/D - Lot 21 By Building Lines � .. -ca - Block 125 As Shown +. A 1 •'r:•4'•'.�,:r. 100.00' Wni. 7r•:ii.....:.�.:45 `-d .r,� '• .a '�•' :::�, t::4• :::.I # ;• :-i,^' • _• `p�• _ o-_�-o--7a—o--7-7—• ;//// /'11J�Found 'ilri �,I ii. i ., .:.. ` " • `. •• Zero Lot Line /2 /ron Rod a fr ' .,.-. .+ _ :,�' :?:.,.. - .f. .f. .f. • .f. • t. %w} � {.. �� Lr t!� � -^ s �F r• • . Y. in PVC CLi _ �:i• i • r' ': Adjacent:.n•:'-'• :n nt Building '�•�' _F. ..r:.. t:�• :; (.. i. .••••-•.':.;:i;:..:•:',4,..::',i-::::.•'..1::.,•:•••••!4••••5.'•:'/:*••:.: ••• •••'•• 1:.,...-.:...ifs...F 0 x.L .23':+:•' North pp :r' East)0.15 :a� i 2 •!f• p �p r } Ja• .r:•' '•r'ry_'. :w' :'r•�••: • � �. 17•�j}::: •::,•;;s -c. ,7 { '�? '��•• �• _ Lot 33 � �_• __ ;:�::•r:::.,i : : .: Lot.2",'• i•:: :;::.:..: t.• _ :,. !. -cam}. c ;r' •v:�L::r:: a- :•w•• '.Y - •,5:'•i.•M•. .ti•:= •:%f•:..•:•+•'.:::• ' r 'F. �d :: .�:: B `{'1 0.2 Block 1251..:, [h. °' < sMlr' •� :.F`..: %ci:-.'w`-i':_•:::Sr- :�'•� !1-' !1'' 'lft� �d I�y~• /i'• -i 3 - ;qf y � �f+ •ram }r. i::: ,�.:•i H1T'1Y1 is I. r4 '.rr x{ • rn� ;�. •x Brock 125. Ioi q • ,1, Block 125 _ t'i "r qr • w I • Lii 'ti::J:;: .....: • • :�'•' :•w-• :'r•• :r•• :♦• � ,• •:a. - t.'• 05 •:k: r' ' =:k •W. •v• PROPERTY ADDRESS: �:. .;..•.,...: •_ :' : •:� •�. : ••••• '••''•• • . . . : •Y•. ., . ..*.. 55 SE 7TH AVENUE .G: :•: •;s• f' 7.. •,..26!5,,•• :.•, •P / 79`• :..23+4,.' �o . DELRAY BEACH,FL ::�::.. :_ _ :` 23.1 o FLOOD ZONE"X" t CQC'24' � • - • ``•`r�=''"''' ' ''"'` •I " ' One Story BOO I, Lot 31 Panel No: 125102 0004 D �: :,• :t•::r:; .'r:.l'•,. "•'.' A MPNole• I Block 125 Date: JANUARY5, 1989 • • Residence �1:::':; :::�:::':e:: { :::•':::;:: :..:..':r.'•..':. o ..•. :r.'•. :r.'• CERTIFIED T0: ram: 1.MIAN GROUP LIMITED ^: ' % : :;f: r,:st::•:•:•.:;.r: ::i:'. •''• 1 a. • • - �^ TE PARTNERSHIP • ::: : ::;::: : ::_::: ;:';;' ' :` 2.JEFFREYA.LEVINE P.A. ._ -:.,`' ;';�'.'i-,'.:._ `:::: 3.SIMON&SiGALOS LLP :::;_::�::: :::: :_:::_ : • .••• - I - 4.COMMONWEALTH'LAND TITLE INSURANCE COMPANY LEGEND :�'}' = `=l•.ii ::.•,,..i:.:i.,;:::1.1::‘. ...:::c.,:•.-• .1 *••• + 26.2' " .;••23 .' I Lot 30 LEGAL DESCRIPTION: Buildin •: ::•:::_;:••1::= ::;:.i•...• Nth in t�¢ :s • Block 125 A PART OF BLOCK 125,DELRAY BEACH(FORMERLY THE TOWNSITE OF r ��•:_• LINTON FLORIDA),ACCORDING TO THE PLAT THEREOF RECORDED IN i I��z���9//,,,,` •'\i::t:: :i :i; : :}r:'.:' ' •''.• 9� �s4 Wood Power Pole PLAT Book 1,PAGE 3 PALM BEACH COUNTY RECORDS,BOUNDED s halt • :•i' : ' ' .' '=, 1 AND DESCRIBED AS FOLLOWS: I •:•• r -:: '- }ap.'• '` 100.00' BEGINNING AT THE NORTHWEST CORNER OF SAID BLOCK 125,SAID s `: • '''•:• ••�. .I "Found o POINT BEING ON THE SOUTH LiNEtOF ATLANTIC AVENUE RUNNING ,ire . • :::r:: :; 1/2"Iron Rod Lot 26 �J THENCE SOUTH ALONG THE WESTYINE OF SAID AND THE EAST LINE • i •x :,;'•3:?<_ • = Found 2 x2 —Centerline ` "x f^:: 1� Leico w/cap(LB 353 o.S.O. Block 125 Concrete OF BAY STREET A DISTANCE OF 463.E FEET TO POINT OF BEGINNING I I --F-xCent a line I �' � Monument - THENCE EAST PARALLEL WiTH THE SOUTH UNE OF ATLANTIC AVENUE (0.73 South,0.44 East) DISTANCE OF 100 FEET TO A POINT;THENCE SOUTH PARALLEL TO —Property line I Also - HE WEST BOUNDARY OF SAID BLOCK 125,A DISTANCE OF 100 FEET Easement line I South Line Lot 27 Found TO A POINT;THENCE WEST PARALLEL TO THE SOUTH LINE OF ° I —_ 1/2"Iron Rod ATLANTIC AVENUE DISTANCE OF 100 FEET TO A POINT IN THE WEST Me Fence S.E. 1st UNE OF SAID BLOCK 125;THENCE NORTH ALONG THE WEST BOUNDARY -"— — Wo d Ferce —"—I Catch Basin (0 69 � ,0�4 W S�) UNE OF SAID BLOCKA DISTANCE OF 100 FEET TO THE POINT OF Interior Lot Line BEGINNING;ALSO KNOWN AS'LOTS 22,23,24,AND 25 OF THE UNRECORDED PLAT OF PALM SQL_ - stlitii• • Notes: 5-14-14 _ r D I HEREBY CERTIFY this survey meets Minimum Technical Standards set forth by r:' • the Florida Board of Professional Surveyors and Mappers pursuant to - .,,,,. Section 472.027,Florida Statutes. ' s" ,••a • Date t� r .. r: - • 2)The survey map and report or the copies thereof are not valid without the Boun d al y Survey y 4y * � " sr nature andthe original raised seal ofa Florida licensed surveyor and mapper. _�r, ` ,r.�. • • 3 Underground or obscured im rovements not located unless shown. 1 :x 4 Dimensions are record and field unless otherwise noted. r. .1fnfintiv!!.5-c-' - 5 Stated dimensions take precedence over scaled dimensions. S10070297 Update Survey JPM MDL 5-14-14 45� 6This firm's Certificate of Authorization Number is LB 6788. Scale: 1 inch = 20 feet S10070297 Update Survey PH MDL 10-25-11 West Palm Beach, FL: 33415 7 Additions or deletions to survey maps or repoits by other than the signing party Mortgage Survey JPM MDL 7-29-10 (56 1) 478-7764 Fax 478-1 094 or parties is prohibited without written consent of the signing party or parties. 0 10 20 30 40 50 Job# Purpose Field Drafter Date I 1 I 2 I 3 1 i 4 1 5 1 6 1 7 I 6 I 9 1 10 I 11 1 12 I 13 1 14 I 15 I 16 1 17 f I - ` .N PROJECT DATA (NORTH LOT): j N itoce PROPOSED TOTAL GROUND FLOOR AREA- .-2ll 0O Sa FT. «.4�2%Or 517E GENERAL GRADING NOTES: PARKING 4 PAVED AREAS- .-W61D0 50.FT. •-1.3%CF SITE / T-4' / 3y.0' /, T4.' / OPEN LANDSCAPED`PACE- 4-1,163ID0 SO.FT. •-356%CF SITE ' EATER BODIES(POOL)- �-160 Sa FT. •-=2%CF SITE 1.)UNDER NO CIRCUMSTANCES SMALL THIS PROPERTY BE GRADED SD THAT STORM WATER - RUNS Off ONTO ANY AN,A,T I-PROPERTIES- - TOTALS 1-5,000.0 50.FT. i C=517E 2.)SEE SUFWI01NT PROPOSED FINAL GRADES AND A•w,4TED DETAIL INSURING STORM WATER DOES NOT FLOW ONTO ADJACENT PROPERRES. M PARKING DATA: RE 11R D PROVIDED • 3•)PLEASE ke RVPROPEY E FOR STING G AWE(A 2)ALL PRO PE RTY LINTRx LO NALLALUACENT o N RI-FRILTI FA•1ILr RE51DO4T1AL: • • •,MFiISE SEE FLOOR PLANS FOROWISI FLOOR ELEVATIONS OF AU-STRUCTURES WHICH ARE ALL • iC h(2)PERHOISEHOLD TWO(2) MINIMUM 18-ABOVE THE CROWN Of THE ADJACENT STREETS OR ROADWAYS C ONE GUEST(I)PER HOUSEHOLD i OIE(U F 5.)PlEA5E5FE SIZE PUN AND DETAILS FOR MINIMUM T DEEP SODDED SWAIE BETWEEN SUPSPROPER - TOTALS: THREE(3) THREE(3) EASESETY LINSITE AND UL ADUCFM STREETS OR ROADWAYS. LEGAL DESCRIPTION: I MOTS*STRUCTURE TO SWUM I I i (AS PROVIDED Br THE OLNER) I • Y I I I L I 4 --. ii 1 E S•QD O0 00•E:00.jLV(S) - j� ---_ . 41 . i. - n EXISTPG FENCE TO FEPIA5 - I I IIN ING wM .REAR YARD BUDDING .......,,,.......-.....-.� - ---,--_—_— , K ` / II E . Elkaiiiiiiimi %G 'j _. j I I j PROPOSED LOG47IGN FOR AA: - % ' �' 4,Fi- o CONDOS***CS ' giii ,4,,, �f I I i Id • 4 ca 1 . SITE: DATA: (APPROX.5,000.00 SO.Fl)i OR +- 0.115 ACRES) PFtGPO6ED LOCATION MR Reu6B II' G'jI CI> I I I m ZONED: WI(MULTI F �/ u,/ 1 ! } FAMILY SIDENTIAL DISTRICT) ,,j / Q PROPOSED USE: PRIVATE SINGLE FAMILY RESIDENCE ! 4j '%' -. . I I I al — . 1 PFiOPOBED LOCATION FOR FDOL - >■(1t^ = I I I 1 w DRAINAGE NEW 4'TALL***PRIVACY-WALL / "1"1:, S• • I _I CALCULATIONS _ NEW GATE AT aau.Fe+cE — —_--- (NORTH LOT): f(r :rig sKs;�igiif. 1.0 . 1- --------- --,- =;;. r Jam/ I I I E PI TOTAL SITE AREA 5'ND0 50.FT. PFdDAOOED BRICK PAY R Y)4LK8, ^f::m '• I z 4 - P5'ERVIOI:S AREA: 323100 50.FT.OR 64.1% ,1. ;%Y .rru I I I I l- PERVIOUS AREA: 163E0 50.FT. % § 5; •,`f;.: a SEW 4'TALL Cl)PRIVACY TY C�4L� :^c�cty i•� 111 a F STORAGE REf311REPENT•CST INCH CF RINQFF A /1 `!SR 1:2' it✓: I I I I I {�.7 L'D F2 i 1-@ PROMISED PFI�PAVtR DROVE, �1.• a;.; • �_:M1 -1- --'IT(� --- ------''_ _—•------ i.Wrl, VOLUTE OF STORAGE REQUIRED•C X 1 X A NEW 4'TALL I/0:0 PICKET FENCE oA IL ;•, ii♦'„ I • I I I ILL a Q e . 11k4ERE C•(%IPIFERVIO15 X 0.9)•(%PERVIOUS X 03) / �::� 'f;fQRv '\ W Q O w C•(0.641 X 0.91•(0353 X 03)•0b8B2 1 \ _ '= '� ::;f�': 8 • T E- --— F-F O I•RAINFALL INTENSITY•I INCN/Q•0D833' L // ADD¢I•; ::'17,�.;y•Sill.f iti AY LwE •\ I I I I tQl IE py U1"Lull' A•AIW_A•5000 Sa FT. I (�1�/`��M•� N /� _'t J _ THEIZcPO(a£.I ('i11RED VOL1t7E.06882 X 00033 X 5P00•287 C11BIG _ET - _ ?))Y•i5.••''::if:_%�f fv L�-- -,�,a-- ��---�N�/1�T "J U Z S ' 7FE PROPOSED l'D.X 1'-6'W.X 30'L 5-IA!F•A'ALONG TIE NORTH PROPERTY LPE suns L TAW /l 10'IS7BDITY TANGLE•' • '�•SD'Vt5102.I Y'[NANGLE E PROPOSED 6'D.X�EQT CF'-6 W.X 25'L.a.ilcl c• I ♦ 1 i 1 ( Q r\I W Ej B'ALCNG THE NORTH PROpE4T7-LINE 41AI I RETAIN I 1 m E a APPROx 5625 CUBIC FEET OF IWTER- I I I I a }g O _ THEREFORE.VOLUTE PROVIDED-.-201.5 CL91C FEET EXC6T45 0. OJT AND DIVE APRO31 N TO F»34A$ / I I I I I I Q W` •� *�' 1� Ill U D - Dj \ -------------- -- -f " ----------------- W (1-II'OF PAVING■50.'ULTIMATE'R.O.W.) D • • - Al ARCHITECTURAL SITE PLAN - OCAL6 r•la-C C • F. C f 1,-6' II f W4f,' �� _ 9 m Ome it 10 RW COPE B nI w 10p DI H w Project No. a =LOpF� NJ a SLOPE 'L• , 20 EPtAN RC0 4R CAD Fib No. �� S7.TEPLAN _ 1I s Data SYMBOLS LEGEND: i ,42: 4WALE 5CTION 'I, i' A3: WALE S CTION ' 1 AUGUST 10,o my No. �u NOT TO'l' I F �P NOT TO v .F A •,`�-P EIOSTINGTOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY I • • .F PROPa�REW TOPOGRAPHY(FINISH GRADE) t A2 . 0 A +y`6�' © ®COP•E ARCHITECTS.TE INC..2015� WS iteL — of 1 I 2 1 3 -i 4 I 5- I 6 I- 7 I Ti I 9 I 10 I 11 I 12 I 13 I 14 15 I............... 76 I -- 17 • - — -� • r 1 1 2 I 3 1 4 1 5 1 6 I 7 I 8 L 9 I_ 10 1 11 1 12 I 13 I 14 1 15 I 16 I 17 NI PROJECT DATA (NORTH LOT): , / 1004 / ' 604 e4 0 c N PROPOSED TOTAL GROUND FLOOR AIZ-.4- .-211000 SQ FT. •-4712.OF SnE • PARCNO••PAVE AREAS- .-561.00 SO.FT. .-1913z OF SITE / Ti' / -35,4 J. Ti• T.A. / EV-S' Ti' / OPEN LANDSCAPED SPACE- «L16300 SO.FT. Y35�s OF SITE 3z, - WATER BODIES(POOL)- ._I6 SO.FT. OF SITE /5'4Ise) • TOTALS .-5,000E0 SO.FT. I50%GF SITE IA PARKING DATA: • REQUIRED PROVIDED RM-TILTI FAMILY RESIDENTIAL, - N M TUO(2)PER HOUSEHOLD I TWO(2) I �i ONEGUE O15 ST(I)PER IJEIJOLD ONE(I) . - TOTALS TREE(3) TFTEE(3) - .- . LEGAL DESCRIPTION: - EXISTPG STRUCTURE TO IREIM _\ 11,.....„.„I'y rAs F faOV Dm Br THE ourEw I \ , 1��%I" �;.,�11���� � 'd—. \\_ �� -/ vac_., ..ar• ____--- r ,`\1 • 1? -*:E' / a� rVi'��•'�s ,..1 ji�!jji,3.%' ; •c%y.%5 .\.� � � § L naeTar,FENCE ro Re1aN �`- r 1�.,- .�li Zar jr..i / r qri PROJECT DATA (SOUTH LOT): ,��_��If)� •. .4i -_— 040.A...1"I/7 i/ k, .,''f�!"�`?��ila% ---,7GSTUY T�]ICE TO REMAIN l IS MIN. /,�.,, �_ I tea I!_i" ,.I REA- .-I ID0 xi FT. .-31 z6 5 - / •••.•• - - .+" _ /%/ '//// -��tPM�S, i�-! Rah / =:•:hip,�-Y-- V f .I:r.,... 1 si%iz: :—��wild, �lNDOR A Alt 14 ITS �. �/ ,r, %i/ �" - �:z_ %�•%n�.., %�i... iY;.;..... ,G.`:'s' �il�S- .-1e9m0 sa Fr. .- axcF srrE Q� '.• 0.i'7 `,j''i'�c�� %�j%•6I�I " Mil P� .-� PR2roaeola»ab'd�P7R1G Pa�oL: ! f ° ._1S0 SO.FT. «.abx Pi / '.(1'If�'".. / //: zi✓:%y`:cF SITE �..itf.,(`\\ (�� 4////: II�� i�.• ...•••';`:CE 2 ID0 `1`,' v'•' A \�xi�_ ?.2xof SITE ��► _�� _ _.,...�(I:%i .=ii�%=y y�'�:":%ss.-5 ID0 II `�.(.fri f �/ j .... _ ." Nil°/ _ _�1�; ;2:..:�IO�4�tp00 xi Fi. 0xO 5nE !i I F � :� ``%: "`'%'�'ti` `u'?;;;;qPROPOSEDERICKPAVER WALKS,TYPICALA: fEOIfED FRONDED �Va , / ,' ' % ... _��=�:j j,7.j:Ar /•, 1 _ RI-MULTI FAMILY RESIDENTIAL: 1RT •� '��/ -- -AY"Ir �' �' 's'siogf. TWO(2)PER HOUSEHOLD TWO l2J Pr � -//' �� /.. ,• ,„:„••'v^ ONE GUEST(U PER HOlSEHOLD ONE rU jj�/iY'iEj =,II•1`''�, j ij//G ^1•, PROPOSED LOCATION FOR SCREENED FE ISE COLLECTION r TOTALS: rHREe(3) THREE r31 i i///..j =\�'��l(I 1: j i./i_. :is%: s: i w PJre ^ii/:Si j/ \.I 1 f•'�1'�j/ / WI NEW FENCE TO MATCH EXISTR LEGAL DESCRIPTION: A PROPoeED LocA1TCN rcR AG '. —: ���*j j NEW GATES TO i TAT CN NEW FENCE z CONDENSING WnS R.'//. w w O (AS PROVIDED BY THE WNER) I $ • aI %// 1!►I ra = I W 0 Z o 1S 7 ' j/�// ::y�� $% i j ' — is Ce=IL I--I SITE DATA: (APPROX.10 00.00 SQ.Fir.OR +- 023 ACRES) ? % /��`�' j fir ' — '^m "' • PROPOSED LOCATION FOR BETIDE - 1.*;. / /. y?; �� , I } ZONED: f�1(MULTI FAMILY RESIDENTIAL DISTRICT) "''• Qd _ PROP USE: PRIVATE SINGLE FAMILY '�' j �; '.' `;``•�' /i/i �p N [n OSED LE ILY RESIDENCE j %/r._ /• J� PROPOSED CONCRETE STRIP DRIVE(ttATC14 J O PROI°O6F.D LLY.ITiON F'+OR root_ .. 'I :/ lu '. I t a _ • ■ — 1 = NEW 4'TALL CHU PRIVACY W41 'H ;E 212 1 l! • B I /, — �- O G DRAINAGE NEW GATE AT WNLAIENCE Firl'Ilk;;!:”.';',ff.tft:41;-..rjr.,..?4;.,( -...7.-,,,,,,,,-... ■ --- \ \ t y:'•:':'S`;Yi -- 2S MIN.' BURDiNETN10(IDIE ~_CALCULATIONS (NORTH LOT) i = �ii= :.� _■ _ TOTAL SITE NTca: sId00ID0 xi FT. I FROFYI6ED CRICK PAVER _ %ii, .-•,,,,.....).` ;r ,.sv„i:fig;,,.,•,r,•,,,,,'t,, 1°IeCPOeED>9R1CiC PAVER WALKS,TYPICAL Z 0 IMPERVOU9 AREA: 3331PJ0 xi FT. OR 64.1x �\` =�`c(t _ \y I ��,� .,.._..........,>:'v. F-1 a PERVIOUS A2A I,163D0 SO.FT. OR 353x. \— -v+�i':=•7Y` :v 1-; ,,,,, -����._•. MOTORED 4'TALL DMU PRIVACY WALL/FENCE V I Ni® 4'TALL MI PRIVACY - - -:• - ''`':' Mc:,t�� , Z F STORAGE REQUIREMENT-CT INCH OF RI-WEE - \ 'rive�,"�y� :ic t 2: .'`:,/ I / \ / ■ — \ (67,13 7 FI° !@ - --..CRICK PAVER.-\-_G. - - N �e l����1/ ` / , \ yin.r- • _ 1-- - -- i�t....��.,z3 F VCLIlME of 5T - ,� G. ? f - %C �I�1Y' ,•,: • \`,I / , � V ji QORAGE RECLIIRFD•C X I X A , 4�: % 52R 2�•• ►�/� \t ��\.� /1WIE? c•(x IMPERVIOUS X 0.9)•(x PERVIOUS X 031 ,e < �,'.I':-:� '.�•; �SJ'S i j:w �G � �. \1 �A _\ w Q D p O••(0.641 X 0.9)••(0393 X 03)••0b882 >I NEW 4'TALL WOOD ram •.�: .:_ •',` ::` - /JJ[� �r' - ^ .. - \ �N 0 i 1.RAIFFALL IMMENSITY.I NClI/12.0ID833' § 'VZ 'ry,.5(l`:+�: \ I �11�\\\\ � ~ - , •ARZA.5m00 xi FT. 1 b .�:-G I11i`'%Y'`Y •,•`,,�` M, �� i • \ TRUE A( (� F- (IR ',=; , , . ,. - -, t,I See 3-, 100.00. r .� r� � �, --�NORTI� U N� TF_IErORE,IO1IfED vOLUtT.0b882 0 , � � J— f SM re X ID833 X Sp00•78T CUBIC FEETI TI•E FROP'OSF�l'D.X l'-6•W X 30'L RAW F•A'ALONG TIlE NORTH LINE SHALL F'�TAIN 1R - •� •'10 VEIEIm TRIANGLE ) I 1C r I 10IVESIRIIXIY TRUVIGIE i E APPROX.0115 CUBIC FEET OF WATER- (/ 0Q1 . TFE PROPOSED 6'D.X tY-6'W X 25'L vlet F'EP ALO.THE NORTH PROPERTY, LINE SHALL RETAN 1 I I p IOU E E • APPROX.Isbas-OJ3IC FEET cF WATER- ! i ! t I ' IL -5 I TNEREFORE.VOLUME PROVIDED•.-2515 CUBIC FEET I Dc51 CHARD CUT AND DIVE APRON TO REMAIN I I I D(J6TII•YR D'WIDE CONCRETE WALKWAY TO REMAIN,TYPICAL O J` - W MUSING CONCRETE CURB 4 GUTTER TOF .FLAT$.TYPICAL U 0 - - W DRAINAGE — ------------ - -A�bl ----------------- i (•-22 OF PAVING A SP-ULT1MAT5 RA.w.) 0 CALCULATIONS (NORTH LOT) I - TOTAL SITE ATE . 500000 50.FT. Al COMPOSITE UTILITY OVERLAY PLAN • - IMPERVIOUS AREA, 252000 SQ.FT. OR SbA% PERVIOUS AREA, 2180.00 xi FT. OR 43bz I STORAGE fiFf2JIREt'METIT•1ST NCH OF RlJGFF SCALE r•ta•a I C VOLUME OF STORAGE IZ�CIUIR9D•C X I X A • C WHERE c•(z IMPERVIOUS X 0.5)•(x PERVIOUS X 03) c•(0564 X 05)•(0.436 X 03)•05201eV- T;• .�' p-6� ,}' T-�' I•RAINFALL INTENSITY 1 INCH/12.0D933' I� w! I c9 �� o L g A•AREA•5000 xi FT. l = 9 Z - TIEREFOTE.TEOIIRED VOLUME•05201 X 00833 X 5000-2n aetc F I I I= �! I I= zl I !9 • y �g- THE PROPOSED b.D.X T'-6•UL X 62'-6•L Awe!F'C•ALON:THE NORrH LINE SHALL RETAN�I t`O I m 7 I m Drown APFR�JDC 2345 CUBIC FEET OF WATER- w OLL a �' I I Iw wl 1 ID wl i2RW Project N o. ig B 2' PE I 6I . 'w �' A rn wst.OE 2015.39MAR CO RTHEREFORE,VOLUME PROVIDED..-7345 CUBIC FEET I F E$NAw P° . CAD File No. COMPOSITE PLAN Dote AUGUST 10,2015 - SYMBOLS LEGEND: I A2:AWALE SCTION ',1' A3: WALE SCTION 'i' A4: 4WALE S CTION 'p' Drowlnq No. NOT TO E • NOT TO 5r I F -`/ COSTING TOPOGRAPHY(GRADE)TO REMAIN-SEE SURVEY NOT TO 9,-10 F I _`/ PROPOSED NEW TOPOGRAPHY(FINISH GRADE) - A2 . 1 A �Y' ! ©=mCOPE ARam•cTS.INC,2015 1 3 I 1 4 I 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 15 MRO i� 16 , of t7 13 14 .` '•TATE BENDS AS REQUIRED ICO PETER BOX BY NTNACTOR 'AYEYFNT 605 OR 1.70 �- • 1S MAX I CDR�NO.WA04-1300-151EXREFER TO STANDARD YETFx BY Cln (I�_i • I COVER YAKKED'SSPL-2 FOR METER BOA BRASS _ PRESSURE T6T I NR NOM SCREW VENT SPRANG N MATE BRANCH(NO LEE PROPERTY I a.•AN510N JOINTAND COVER TYPES STRAIGHT BALL VALVE SOH A GUIDE STEM ��iii�•i,S•iiS•i�Si��•i� GDNFtctIRED ) • • UNE II I MATERIAL REFER m STANDARD ` - V\.T� N • ,f A IIONALM RIYA ANO BFID -1 • I POUR CAM SHEET SPE-2I PRODUCTS 2FFOR POLYETHYLENE n1BNC I �� �:� • SLOPE LP TO Cii!MThSOR9/3/0B o ;;; ' SURFACE i ' w E ODEO AREAS METER BOX AHD �' i/B•PER FOOT YW. WHERE GREATER SEWER�� SEE MOUE Na 1 COVER TYPES SHORT SERVICES 1111 •Y%11" iL SERVICE%%. • LNE • WVDt1E0 THREADED DOC HOLDERP.V.C.PLUGC. ; •��� ��'•�// //•••••�/ •TO BE INSTALLED 12- u i'2'M E• w/1-µ EACH'SDE 41 R/W UNE----- IERYAIN THAN 5 FEET E •Ti 316 S.S.DOUBLE STRAP SCH.80 PAID.SLEEVE UNDER 316 S.S.DOUBLE STRAP SAD �µNAQ N SERVICE BRANCH cUvmuF 4p PAVEYT.TO MEND 5'BEYOND wM CORPORA1Kw DOUBLESTOPI BCOY �i SAWTARr SERVICE LXIHNHNFLIIOFI AT PVC OF.ANOIlT STANDARD PRODUCT THE EDGE OF PAVEMENT (SEE STANDARD PRODUCT UST) SEWER PAIN 6•WI SEANCE LINE Bnv BOX 4•-45•YIYE 4•'-4J•E11 NOTES- TEST NOTES: PACKING NUT(2 RUED.) 2 GI RRIY LINE • 1• . • 1.• AICC:SVE JAI N:THE WATER MAC/SHALL BE SPA® L I- A YWWIW OF lIY W GF1NlEA F/W OL EASEMENT UNE SERVICE2 SEANCE LINES SHALL NOT BE PLACED UNDER ORUVEWATS TU •• L . SIN I F GRAVITY 3. ALL SEDERS RECI:RE A LOOONG BRASS CURB SIP IAD su6rARr G SERVICE „pc,NNE I SEWER �, I 4. NO FITTINGS BETWEEN CORPORATION STOP ANO BRANCH ASS:MILT.� IDLx WAG(1•MYa} ANTI-SIPHON TYPICAL - SEWER NwN • , 6•INN.SEANCE UM: 1 MA"." ■' ' 4. NO FITTINGS BETWEDI CORPORATION STOP AND BRAUWVACUUM BREAKER 5. CAIRO PIPE ID.SHALL BE SERVICE 0.D.PLUS r INNINAL ASSEMBLY. • /6' I' DEAROUT ON AIL SERvICES BEHRiD 5- MAXIMUM SEANCE LENGTH IS TOO m YETFA IwL II 6. CA9NG PIPE LID.SYNC BE SERVICE on PINS 1•YWMUIL 1.WAITS REGULATOR COIAPANY OR EQUIVALENT. -.23 ' tt----RR/W OR EASEMENT LANE RAO 7 PLUG TO REYREMAINFOR SERVICE . IANRuoY BFMORUS ON 0015106 SHALL.BE 14•. NOTE: • 6-x 4•NAACO•PVC REDUCER IN MAC UNTIL• ON ALL SEANCES BET61M7 1RETFR. �( 1. SERVICE HURRAH$AWL 7FRYWATE MASHIE PROPERTY LANE A DEPTH OWE.100 CONNECTION TO CLAY PLUMBER SLAKES VALVES TO 8. MEIER SIZE NIL BE DI-MOANED BY PUBLIC LOLLIES DEPT. SFANC6 ONLY.(DONUTS NOT ALLOWED) UPON APPLICATION FOR SERVICE K 6 3 FEET AND YAKKED MATH A 2•x 4•TREATED STAYER •` COHNECf1CN 2 O.EMmT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSIBILITY B. ALL VALVES TO BE BALL VALVES. AND SHALE BE INSTALLED BY LICENSED PLUMBER NOTESEE DETAIL PW LW FDR FURTHER INFORMATICS 1. INVERTED BRASS CAP SHALL BE USED IN GRASS AREAS IN LIEU OF CASTING AND 10. YtTtrt BOX SHALL BE PRONGED AND INSTALLED BY CONTRACTOR. 5.ABOVE CRAM PPD.SHALL BE PVC CR CCPPER. • 3. SEE DEEM PW 21 FOR SEPARATION REWwENENTS CONE COLLAR. • - 2. Maw.DEPTH OF SEANCE LA ET LATERAL SHALL BE 3 FEET. SHALL BF PALLED ANTI-SPHON PRESSURE TYPE VACUUM BREAKER . SEWER SERVICE CONNECTIONS' WW 4.1 • TYPICAL RESIDENTIAL CLEANOUT WW 5.1 TYPICAL DOUBLE SE « CONNECTION PW 92 TYPICAL.SERVICE CONNECTION PW 9.1a J I r' 1 I OR 1DRUVEWAT WITH I 2'MN. AA wYCHEVDR LS FALTER • • ? •�+ eli ••.-'y'.: •+f.Y. R/W \ -UUNLESS OTHERWISE(2-WAY) J • - ( Iq SHOWN W PLANSFILTER -FOR ADDITIONAL NATERIAL CAN • GTH SCORED OR ' SCORED mi ••'• �6.SIDEWAU( ,IgNw-ar ji. AJ • 1-I/Y SANG BEDGNc • ATJ+BON ` (4. ) ` • FLOW ){ TOO MX PER AAEM COMPACTED�T 7-120.2OFWAI it Aux : .• 1 • • •.• • •I• CUTAIE RION OF WAY 4-UYEROCK BASE w . • COMPACTED TO 98Z PER AASNiO T-1lid • " az- . LLI NEM RIGHT OF WAY 6•UHEROCK BASE CCVACTED m _ a ..- 98S PER AASIro T-160 OR 4•FLOW-ABLE FILL Om PSL YIN.) ..•„E A� ANCHOR w/LOYPACTED AL ATE BAWOILL MATERIAL • WADE MOOT OF WAY B•LLYFRICX BASE COMPACTED TO .�, • PUBLUC ROAD 9BC PER AASiro T-tBLI OR 5.-FLDTi-ABLE FILL Um P.SL MAIL) • (TIP.) 2_THE PATER FABRC SHALL BE PURCHASED W A COWIDOCUS ROI OJT TO DE LENGTH ' G A. PLAN ' 3.POSTS SHALL BE SPACED A MACAW OF 10 FEET(3 M)APART AT IRE BARBER MCATICR • . . . PA 2•RADIUS • NOTE: STDEW.W(SHALL BE CONSIRUCIED 71•RO101 DRIVEWAY. AND MYER SECURELY INTO THE• STRENGTH FABRIC IS USD -__ CON _-_- 17 THE WM SUPPORT POST SPAORG SHALL NOT -1.----111 �__._ - NO W1DIlIDI:AL SPACE _g PA* �-� SHOULD ONE FOIL PCF LACE THE ENO POST SPACE BETWEEN PAVERS • 1-1/2- wpDH OF gRpf �_� INSIDE THE END P SAND ,V-41. S`•:�S•S••S:+•5�,1..v., - OF THE FIRST FENIE Z PI C saEDIER rnwcc 'd °a' A/j•:�5' V1.1.if:�•,'.' Ar0:•:1 l' SEEBEDOWG .Li.• -GAS• .Gi,x,li..• • ROTATE BOTH POSH AT STAPLES AT LEAST 1 NCH(25 I/11)MSC,DE WES,01 HOC RAGS TM ARE SHALL F _ LEAST 160 OECtEES W A CONSTRUGTICN ENTRANCE MN L. l CLOCKWISE DIRECTION m CONSTRUCTED N:O CONTAIN µ J CREATE A TIGHT SEAL LATER(FOOT AGGREGATE Nat}AT a F OR CONGA-L TYPE IE CURB 3000 P9 ERECTOR K RWOFF WATERS NTH THE FABRIC MAMBA!. 6 NW F5 TWwC R RUST Mali)10 t OTTER CONCRETE '.. . MO 5 INCHES(20 CU)OF THE FABRIC SHALL BE • EGRESS VEHICULAR2., • + DRIVE BODY POSTS ABOUT ECR65 AREA . 000iDEGROUND -SR_ Y -� 1B INCHES INTO TIE 4•LLEROIX BASE COMPACTED 70 56x PER TO•IO PER GRWND AND BURY FLAP NOTE• AASHTD T-100 OUTSIDE RIGHT OF WAY. AAS Hm 7-160 - - 6•UNFROCK RASE COMPACTED TO 98L PER F DIP APPROVES PAVERS TO BE IN LIEU BE LIEUcF m ` AASMO T-180 II.(l RIGHT OF NAY. ATTACHING TWO SII T FENCES BDEWALK PAVER SHALL BE HOLLAND-STONE 4S HERRIN01 G 4.- RL•FURY-ABLE (100 PSL NYC) NOT m SCALE BONE RED/CHARCOAL.CCOR MIX/2 • PAVER BRICK SECTION ! SECTION FENCESLT • r : - ABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1 E DETAIL RT 10.1 • PAVER DRIVEWAY APRON TYPICAL DETAIL RT10.2 Sheet 1 of 2 Sheet 2 of 2 E INLET FILTER INSTALLATION m^� ROUT n I GRADE V01.BOX I i Q GRADE 1O DIP.MINA A AJBORADE• UNLESS OTHERWISE tO-0• 10-0• WTNOUT FRAME AND GRATE AIMED PER 1/4•PER FT.40Pti %pm • id .•¢t/2- •Lr! R/w LADE-`\ -':•ter'`-i i`St� -: 0====tI=- _� GRADE .r■�tYPE-A- A SECTION A-A vDt I...SAE. 1S INN. {- ,r MARE 5.01'ORT-MOLD B.C.5/5 Cl.II//100'• FE E05TNG EDGE e•SCO t �NNr FOAL • , IRON PIPE D WEND WVNE SLPPCRT.(01000 C ENYL AT SIDES BC PAVEMENT- TERSE/ • I. I _�R/w LINE .A.-.y SA ITARY/51RM MIER MAIN 11 A5 NF*s<cWY (F DGST) I ,I r _ ISR . • � -- • Ig M„■11EMMIF A II •1 F LW. \ , 1k ,�\ P.C.A . \�f SEGUE FUER FABRIC TI'PE• T fi Imo. TV FRAME AND GRATE �� I '�•RATNPBAUF -B.Jowi r=IIrsC=1=0=0- G WSTALLA \��/I ( -6• \ I PLAN "I!- - : z AFTER • WOOL • t 4• 1 I' At mkt property lim�%) ET/Sr.ETYf • IRE WnaOV 1-C-Ir BY THE CITY ENGINEER) OF PA 1 I /• ®%••,. / _ •1 C properly ) , '� 1 4 R. 7 R Il't/2 c THIS D�T/4 NO USED 3 !:r, i' - :' .�E • I. t�• • i1 '� • Sm SitALE / • ETPANSOM•A• NOTES. - t$ 4 - « • 1.STORM AND SANITARY SENFRS DtOSANG HINDER WATER PANS SHALL BE LAID TO 1� ` FRYER FABWC•� « • TYPE-A• 9 , T •IST•Sla TYPE-6- UPPER PIPE TH VERTICAL DISTANCE OF 18 INCHES Bsor4LN E 00011 OF THE LOWER MERE 7 YIHE INVERT SEPARATION Drawn \ 6•SCO k TIPSILY a... CANNOT BE MAWTANEU.THE 010ESNG SOLI BE ARRANGED SO THAT THE SEVER PIPE NOT TO SCAR REM 21-STONE -IDEWALK JOIN JOWLS AND W TER NAW CANTS ARE EWIDISTMT FROM P0017 D CROSSING MATH NO RW COPE NO1ES N01£1.• ALL ADDY -SOU.BE .. • OWVEWAYS MESS TNAN((t0A)iFET BEIwIDN ANT TWO JOYEIS A1O BOTH APES BULL BE DIP MD THE MI14001 VERTIGO.SEPARATION RANI BE 6 TROVES.WADE TNERE IS NO AL1(RNAn9E PFO)BCR Na.B 1.CONTRACTOR IS TO• NIT PATER AFTER EVERY'••. 39MARC0 16 VERTICAL 2.ALL • • SHALL INCLUDE ADA•• - ANT RASPS♦W1EMECTIONS TO SEWER PIPES CROSSING OVER A WATER MAW ME CRITERIA FCR IO W NM . SECTION •A='A• SEPARATION 6ETWFDi LINES AND HINT ARRANT YENi As STARTED ABOVE.SHALL BE 2015 B 2. • CONTRACTOR ro•-OVE FABRIC AST PRIOR TO PAVING. NOT 1D SCALE • r REQUIRED AND BOTH PIPES SHALL BE CLASS 52 D.I.P.WREIDECDVE CF SEPARATION. CAD Ha No. DIP.C NOT REQIARED FOR STOW SEWERS A SEDIMENT BE EXCAVATED BE11WD THE ORB AT THE THE BA9N • �.Ha•�••a11H•..�.I.fJ TABLE OF -r • 2 BANTAM CHID FEET HORIZONTAL DISTANCE BEiVffDI WATER YAW AND STORM CR PLAN DETAILS SHALL BE AT • 12 TO 14 W0IE W DFPM APPRO AT THE •W. i W WIDTH. �� TYPE LOG • SANITARY SEiER YAW AS A 00000IL - AND APPROT TREY 7 TO 10 FEET W LENGTH PARAIi O m DE W: rr •• P.C.AND P.T.• • S FORCE YAW CROSSING WATER MAN SHALL BE LAID TO PROVIDE A ANNUM VERTICAL AUGUST 10,2015 -A• .UNCTION Cr 0.-. y DISTANCE OF 16 WOES BETWEEN DE OUTSIDE OF DE FORCE YAW AND THE OUTSIDE _ •• ar NEW WOWS OF THE WATER MAIN ROTH WATER YAW CROSSING OVER FORCE MAIN. Drawing Na STORM W a YRL REACH THE SEDIMENT TRAP NA ORB CUTS • •a m EACH .FPIACE ALL W6GATOR IEEE$40 SHRUBBERY NOT TO SCALE 5-0'CORER TO. a 4.SEWED SEANCE gave,$$HNALL CROSS LANCER WA YAWS MATH A YWYUY VERTICAL SIDE OF INLET STRUCTURE THESE OPENINGS SHALL BE AT LEAST 12-•ES W IN SWAGES DAMAGED DURING CONSTRUCTION. • SIDEWALKS SCORED 0•• a- S05 14 14 H DF U0411EN(16 IN0E. IF UOI103 I6)W0Ic0,AG..L SEPMADD, COO• STO01 WATER MAY ALSO REAL THE BARN VIA OVER:AND FLOW D AREA 'B'• PUCFLIDIT OR SAWCO INN CANNOT BE YAMAWED,MEd 111E WAIERYAW SHALL Be DIP.MO ME SANITARY •D ME CURES THE CURB CUTS SMALL BE REPAIRED NCH TARE SFDItY 11 •. •6 ��� 24 NGI1RS OF PUCFYEI LATERAL INCHES. C-5CO SOR1B 0R BErEER MD THE MNAUSI SEPARATION SHALL BE SIX(6) • / OVID. • AREAS AS SPEOFtiIM BY THE WHERE SOLAR STIR ROUTS A 2 2 • TYPICAL MAIL BOX RELOCATION `'aF.B A CONCRETE CURBS.DwyEWA. S W T TT s NOT PISS RE FOR THE WATER ION TO CROSS OVER SfM£R SERVICE SODDED �yA�•1 c •'1 AND 91mAR STRUCTURES. LATERAL A ANIMA VERTICAL SEPARATION OF AT LEAST TWELVE((12 INCHES MUST BE • AND Bw SODDED SWALE DETAIL CABOA VIED.THE WATERWIN SHALL BE DIP.AND THE SEBER LATERAL SHALL BE INLET FILTER DETAIL D 8.1 SWALE REPLACEMENT DETAIL D10.1 DETAIL D 10.2 SIDEWALK CONSTRUCTION FIT 5.1 mR-1B G BETER • 1 I 2 I 3 L 4 I 5 I WATER MAIN do SEWER CONFLICT DETAIL PW 2.1 - 6 I I I 8 I 9 I 10 I 11 I 12 I 13 I 14 I of i I 1 I I 1 N ' t 1 1 1 1 1 I Em m, 1 1 . Est — _ — ,1. _ — — — _ I ` NEW RESIDENCE 1ST FLOOR AREA: e LIVING AREA(UNDER AIR): .1-1,418 SQ.FT. I I z— GARAGE(NOT UNDER AIR): 462 SQ.FT. • 1 5 I ! I I SUB-TOTAL 1,6B0 SQ.FT, I I � g _ IICD-•• I COVERED ENTRY: f T?SQ.FT. (NOT INCLUDING OVERHANG) pC r,JG^.�(P' J COVERED REAR PORCH: ..-16e SQ.FT. (NOT INCOMING OVERHANG L (`F� -ir I F GRAND TOTAL(All)AREA: +-:.o SQ.Fr. I 0 I I [�\ '1 I I GRAND TOTAL(ALL)1ST FIR.AREA:*-2,120 SQ.FT. 1 I I—. I I y ),,:a�1=00 I� al�r�P4. - 11\O lb- ------ (---• l'': I I • 8 K I — i I I — 1. I 1 n y- ''ER . - ;: L I• I I I��;!i1' n Lu I - LIMEN - u - - 11 �.11::1 - I- - I I I I • , lir z m IYrtl�1 .-4' LU Z I � lir:01 I I _ CI)li i I I I I I I �Z¢p I =„1 0T I xO ( 1 I . I 1 O V Q H — = U(n w LL — (ft-;;lll,' - �' h I( _ <Lnm 1 I l I I Q Ln} fn i I I 1--i Ian ' _ 1 I LNM_G - = I o f " ' I W N� r I =1tn I = e G I • I = 1 I I 1 ' - : - I!I1_ �- Z _ c M I I I - I = 1 I I I ]i o --1 _ I "� IIIM I AII't 9I pi0111111111141111111'u i IINIIl MI 9�ITI IEip01 A 'P; E Al 5�' 171' I 1 WALL LEGEND: • Lu�n I.I 1. • 1 = _ i = I I • I ~°! - `fin' • T~ •J I = �� �� i I1 I( NEW OM WALL NORTH =Z IL , w INTERIOR NON-LW BEARING PARTRION U 1 21-CARI a R I I I 1 5 �i E W�> D —I---- , i iill I = ��� ,, \\ ; .� I I I SYMBOLS LEGEND: o I = 1r11C-7-1- -&- 3 i . — K....._— IIO WmoDWTYPe.seesa+mOLE/I , I ? WfNoow PR8SUR6 nsF.)'Ills ' i I �" DOOR TYPE,se 60 mIR! D 1 a :;�, ■ ' ■ \ 1 DOOR PR[SSUR6(PSFJ • -1— • I I I I 1 ARCHITECTURAL FLOOR PLAN I 1 / \ a 1Ma J _ _ _ _ _ _ VH _N - • J _ _ I ---•••- " 1 RW COPE — 3 I I I P elect No. 2015.3gMARCO p CAD(He No. NEW 15T FLA.PLAN I I Dote I / \ l I I I AUGUST 10,2015 I / An \ 0 I Drawing No. j. L 'IW� 1 _ I A3 . O A1 / — \'� I _.__ __ _ _ _ . _ —H I CI COPE ARCMLECTS.INC.,2015p . ) , I 2 el c N 7i \ a II :a II 11 1 oM \ c'ORGN // • \ --\ /-- / NEW RESIDENCE 1ST FLOOR AREA: \ v / 1 LIVING AREA(WIDEN AIR): `1,418 SQ.FT. — r GARAGE(NOT UNDER AIR 462 • 4" »`\ - L.:nj SUBTOTAL AREA(ABOVE): 8-1,880 SQ.FT. Z \ / RCOVERED EAR PORCH: 4-16688 SQ.S T. (NOT lNOT 16�lDLNG OVEULG N \ / /4 I GRAND TOTAL(ALL)AREA: 4-240 SQ.FT. - L --2 / GRAND TOTAL(ALL)1ST FIN.AREA:4-Z310 SQ.FT. \v/ // / -QL . MASTER / I NEW RESIDENCE 2ND FLOOR AREA: n • o 1 `��:- LIVING AREA UNDElL INEF OO 1 REAR COVERED BALCONY. 112 SQ.FT. N SIDE COVERED BALCONY: 4-112 SQ.FT. 1 _II — -, w&TOTALO2Nt D FLOORI 1,644 SQ.FT. ? x ` / - / I / GRAND TOTAL FLOOR AREA: • .-. ////// 4/�''�R // SULE.G-E(LEA LEA(A OLR) 42,824 SSQQ.FAT: `. _ j'�Ay(((�B{'\r3C'1j-_ / \ • r GR ® / SDbNfKAAFA(ABOVE): i-3386 SQ.FT. 9 / ;A e,� / r COVERED]ST FILL EN1AT: 4176.2 SQ,FT. (NOT INCLUDING OVFNNAN4T W 0— COVERED ISTFA REAR PDR01: „IF SQ.FT. (A{TINCl1DNG • Z m J E\ . COVERED 2/ID FIA SEAR BALCONY: 4-112 SQ.FT. (NOT INCLUDING DWERII m COVERED 2ND FLA SIDE BALCONY: 4-126 SQ.FT. (NOT INCLUDING OVEiDNNG) SUB-TOTAL COVERED AREA: +-47e SQ.Fr. f+1 ..._I _ ,--(n¢ Q I I GRAND TOTAL(ALL)AREA: 4-1,764 SQ.FT. - (n Z.4 a . �— 0 �� GALLERY I E I ® ' a I 1 6 u H STEPS -- \ O --- \ UAW z - -r ® Jr.=,.�•� eN (°UST \ (L . . s II ' ST - \\ � tz- Q c v. ,Epsci Ak 1 D / \\ \ //' • WALL LEGEND: • 1-Li 1-1a° S — / \\ \ F—"oE / A3uGQJ • r \\ \ $t tr1=,u:,.,(NEW Lztu WALL NOR1f� ® 1 / BEDROa'� \\\ \\ BATN INTERIOR NON-LOAD BEARING PAATITIDN n V LL <g I 1. / %• W0.N>: •p E I ® I ® \\ F��( \ SYMBOLS LEGEND: O Q 4 a.•... `.a , f....--..w.,! � O wLNDDw TYPE.SEE SCHEDULE � . - '1 a wnmow PRESSURES(PS.F.) IO DOOR TYPE,SEE SCHEDULE D • • DOOR PRE8L PS(NSF.) i ARCHITECTURAL 2ND FLOOR PLAN - WALE.va0 a I.-a - on Drown RW COPE Project No. 2015.39MARCO 3 CAD file No. NEW 2ND FIR.PLAN Dote AftAUGUST 10,2015 Drawing No. CORE ARt.WTEC15,INC..2D15 A4. 0 A . 2 I 3 ... ®..�.�A N.M.• - of - 4 I - 5 ( 6 I _ 7 I 8 1 9 1 10 ( 11 I 12 1 13 I 14 _ 1 1 2 1 1 I N N I CHIN CAP TO MATCH COSTING H RESIDENCE eosTON HIP ROOF CONFIGURATION:sTTNcto CLAPBOARD smING THEW,T19. . . ALUMINUM STANDING SEAM ROOF SYSTEM•TYNCAL ��!■ INEgilk.;;;Ab%ks141111144141 � ` - ^'MIN.OUTImA2RS,TYPICALRf9 CMRNNEYTD MATCH N151DRIC R6TDEN(P — (HA OR LrN+M.TMNENrAu DESIGN DETAILS) M41 CONTINUOUS STUCCO FRIEZE MAD,TYPICAL a ``' • — _ o M .-2P-6• MIL a n 1� a o 0 n I _ 0 0 0 0 0 __ -• A E1EV. -O' RR _• NO �I,\ I -4 HEAVY MER W000 BRA[XET TO EXTENDED ROOF OArEm.am. _ __- K •TGP CP NEW SNP FLR WAD —\ maim. Ira _ (SVBMIi SNIP DAAWIl6 FOR APTNNOVAC) _- - t — HEAVY TIMBER WOOD B' .. TD SUPPORT EXTENDED ROOF OVINH G —\ I I I 1 �'--1 11111=1111M E� I I - - - (SUBMITSHOPDRAWINGS-.R APPROV I _—I ,ss _I - I Z STUCCO CLAPBOARD SIDIN•TO MIMIC HISTORIC 1-r I. -44 I J I = 1 =1 T. `= — ICONIC EIFTICAL IMPACT RESISTANT WINDOW,TYR OF 2 - _ ------ 1. ' _ - V- ASPHALT SHINGLE •. TYPICAL L �� I L� �� �. �� _ ---- - COPPER WEA .- ON TIM ANUFAC UPPED CUPOLA L STUCC07RIM TO MSM4C • C RESIDF)IC1;,TYPICAL I l I- I I-I I�- (DESGN(S)AS APPROVED TIY ER) DECORATIVE COPPER.. . UGNTS O GARAGE AS SHECTED DI. IMIli141.1.1111111M -' . ELEV..-D'�. . /�►\ ' 1 COSTING wooD ATTIC VENT TO CDNMETB.Y RESTORED,TYPICAL - •YELP(CF NEW.sr-co Meg ;: b �r�'1- \' "'I"""111' 1 - ' 6(f�..O VE1al') I:.:iilllllllllllllll� =_ : I .T- K •�•L ��� — ZL : _ 0 a 0 a a a 0 a s�=� '�!�= DECORATIVE ocowNNs.Trvrw. =�, - - ''''�IC=J'I'`�-------- •, '-m' I K for oP raw `, ' diti ab_or• W ��4R 1-R = T = DEmRArnE wcoo Ns.TYPCAL =G+_ �I�i J� --• 1 PNIE(1 CEAAAi Al• Q' ET 1111111" .'11111111111! 1111111 = 1 , —III�III— ysTDHENTHY sscREENDDDR•TYR. _ _ _ —I -------E-`--- -- $.„..4....:„ - ,.. (. 00 - rh I I c I _I—E. _—�— _ c �_ _I_t_ I I- nil NEW IMPACT TIES STNNT.VI WIDO .'REPLACE ORIGINAL ^ REO BMOC PRIVACY FENCE .MATCH CHIMNEY A GARAGE = _ _ / �e. WC�.j� (SOLDIER OlURSE OCAti) = —� ( �� I L DC{ORATM BASEp WMNS,TYPICAL 1- -1- I- I� I� _= I I I I NEW COLONIAL STYLE WOOD .��.-�'� uJ• i ) - -- II`,� - ' -_I- I--- _I 1 I— -—mime ADO SHIRTS/DOG HARDWARE • �`1 - -CAL `� lart_____0M n_= I��IIIIII_____ll _ _ _ I , —I , _•mm�11111unallnlnulln I uunaana010u1111I •s I I _ I I II IIII 0' W Ett .J ti ' �!' ii ' ��� C �� 1 ^� I - 1 1 Li _ I I� �L=__ _ I CSING WOOD SIDING AND {, . 4-Y RESTORED.TYP. U vISTAINED CYPRESS VENEER IMPACT RSLSTANTGARAGE iliki. r ---d -- __ __TOP OP 16F C �� - jj�T::1z I�lne �(/tea=1'��"�I � i_.!. 1 ( iIl -------- r i" t«naa'rrGw� m ,i COSTING FINISH GRADE TO REMAIN,TYPICAL �_ riL■.C•.I � /l l�k� r9 i l�' =, _—'--I _ CAI _ - - ���------ --1 � ' GF= FN(CH FL0.7R Q w f--- r__ �_ r_ , EXISTING FINISH GRADE TO N, Q �L.. [-1 ¢�-_,�• ` � 1 STUCCO WATERMARK RESTDMNCE,TMCLL �_ __ STEPS UP TO ENrT�'POROIAANOING --1 ,:T .. • . • C W YTOPN7I•NED! -- - 1 W ILL I� . R�_'4 W . HI I I I I K= H A5 COMPOSITE STREET LSE 1TN AVE.) ELEVATION ce.m - WALE.>K'•ir... Q in} O _ • Z 5 .O I I w - aon. G I i GENERAL NOTES: I I I - L GENERAL MATERIAL DBOIIFRON•NOTATIONS ARE(THEORETICALLY)CONSLSTANT ON BOOT N _ RESIDBNCfr.&CALLED OUT ON A/A7.D IN DETAIL THEY ARE AMMAN/ETD ALC OTNR ELEVATIONS. U "w7 Z F uZ,12 wn l F <QO= • I— � ,.., o 2gLL• - • Z E > Qagt E WE c . A. �� = —\ III � , U D -� ..___ lir 5011i.j _JTELJIlm.=-17-ILLII1ICk=71---''—=f—n=_= i • `  G�IIIIIIIial- IIIIIIIIIIIIIII _ F!II�II _ . •.. ! iJ.'�. I b '''. it -- ----- El ' L!..-. "=" 7f I • I aDND a— • RW COPE 79-0'F16.7(T TAM EULDOG WIBACK Ill -0 g�,�7'FEAR Project No. B 2014.151NARCO B CAD Fite No. NEW ELEVATIONS , A5.1 BUILDING HEIGHT PLANE IBNP) STUDY Dot 10,2075 ecJLLl VD'•t-p• Drawing No. A - A5 . 0A . © COPE ARCHITECTS.INC..2015 wasconwem.R. 1 2 J 3 1 4 I 5 I 6 I 7 I 8 1 9 I 10 I 11 I 12 I 13 I 14 I 1 2 1 I I N BDSTON NIP ROOF CONFIGURATION:STUCCO CLAPBOARD SIDING TMENi,rn. 1• OLIMN CAP TO MATCH EXISTING C RESIDENCE J v l ii o' lei 1��= 'MONOUTLODINGSEAN ROOF SYSTEM,TYPICAL R.,',M"P�/� \,'q'' \I�` C%OffMNET TO MATCN GH1SfORIC RESIDENCE - --- 'FYPOMOURDOKFAS,IYPICAL ' `` ( •• OR CLIMNIMElTI EX75T1N DESIGN HISTORIC RESIDENCE M CONTINUOUS STUCCO FRIEZE BAND,TYPICAL •�• �,�,� ``; --- = — O M . •TOP CP NEU 91D/LR �n�' -N. .'.,� n . _ n , i . n• n n n - — — �►�i .- •ELEv..-24r-o• ♦\ _—_— --- —= j (SU. SHOP DRAWINGS APP SU ROOVAu EXTENDED ROOF o=ew • -- I - -- TOP of cal arm R.R. �A) ___ �. -_ _- II __ - - --- I HEAVY TIMBER WOOD:' TO SUPPORT EXTENDED ROOF 0YEW NG —�_ I _N. _ I_ I_ _I_ .: _--_ __ (SUBMIT SHOP DRAWINGS-•R APPROVAL) 1-7--a _ -I-- w_ 1-�_ 1 MI _- _- Z Im IC EUPnrAL TMPACT RrssTANr wwmw,rn.oFa _ SNQ'D CLAPBOARD SID .TO MIMIC HISTORIC RESIDENC TYPICAL 1 _ -- — L �� I _ C1i- _ _ _ — - ASPHALT SHINGLE TYPICAL ��\i �/%J%//IIIBIIIIIIMIIIIIIIIIIII ��—�' =L COPPER WFA ME ON NEW RE-MANUFACTURED CUPOLA =1-''-I-1=1 (DEIGN(S)As APPROVED BYO ) I. STUCCO iRUI TO MIMIC H• • DEN TYPICAL hid DECORATIVE COPPEUL•• • LIGHTS 0 GARAGE AS SELECTED BY OWNER MIME = t� 38y _ - '_ - • NI •TOP LF Thu aNO FCLd�- --- -` • I�'� I II1\'' Illikr„. �1-1. ExuTING WOOD Aruc VENT To COMPLETELY RESTORED,TYPICAL K 'me LF beta _ Z•i •=s . DECORATNECAP ®TnEOMNB,TrP,C., ;__�. ,. i� 1.:111. 1 r ��LL__ ELEV..-b•-w• :1 A�•�1 I I 1= l - ` - •J ll� lift'•TOP .NEW IbT T! 0r:-• �I 1 • _ _ ,I Ili DECORATIVE W•D.• NS,TYPICAL =.f . ! t 1 ® ■ �. __ T ;.•�• U Illlll! ?1111111 111111!! 3!IIIIIII �=CUSTOM ENTRY• sstxEaN Doa Trn. �I� L •�^��-�r� 1111111 _ G((YYYT- „- _ L-I li = _ __: —" - NEW IMPACTRESISTANT,WI WIDO ••REPLACE D0IGINALwp . RED BIERC PRIVACY FENCE •NATCII ouMNera GARAGE �1, _ � I I_ _I_ Ic- I I _I I ,. � Gam\_ DECORATIVEBABo••WHHS,TYPICAL = - _ - , —I I I I I ..II NEW COLONIAL STYLE WOOD SN TIP(SOLDIER COURSEOCAP) II � �_ -I _I _I_ _ �!� —� =pii itn;llmlululnllunululu_ IIIIIIIIIIIIIII _E __ ,Le: �'' I priori uimi mium l mminimmullu l irin,l -1- =—I— =---I 1 I I= 5-�1ADDsumExDocwaDWARET �� rlcu WII _ IIIIIIIIIIIIIIIII __ _ �!. I . LG I I .). • �� —I 7i- !II -) _ I— J ��' I�� EXISTING WOOD SIDING AND -Y RESTORED,TYP. U U) JSTIMPAR u. --�= -_�1�- YI /...1 r. = - - = �il - _ - - �i - I [ • l"I JELEv.��.o. _.: II,�,.�,���...�,� —_ !. •..� _�_Mis I_ .__ := rI —1 = 1- I L I 1 � •T6P.EF ragtrmT"_i+._:1►:' :f��.��p . �: .��p �• ID�I•�•i��� 7� I� _[ �L �. [«131e•NG�q) W I-I EXISTING FINISH GRADE TO RF)MIN,TYPICAL �, = �iiIIIIMi = •,/'i ./111'1.1 =j-L1—,—i_I —( l — .- _ TT-.CF : MI FW19µ Q W ` , -- r •{,,1}E1..EV.-a`-O• L ��� -- --- -... ---� C -• —�itAi� i�•d&II 'tFMa '3a8��! EYLSTIUUG FlNISH GMDEro =• F I_-1 D¢ YTOP GF NHL) ---r - / .. Zo ; - • sill®WATEUMAK O BASE OF TYPICAL STEPS w TO LOlA!'PORCVLANOIt.0 • •..L Q Q L H I I I I I O QH A6 WALE�GONPOSITE STREET USE ITN AVE.) ELEVATIONce Ng rn o} Q a G 01. W o F° it GENERAL NOTES: F— L GENERAL M AR ATE IAL DEiOUPTION•NOTATIONS E(THEORETICALLY) ON51S ANT ON BOTH Li _ t ' ` Q r,"'"'••P"\CALLED OUT ON WALD IN DETAIL.THEY ARE APPLICABLE TO ALL OTHER ELEVATIONS. n �b H N F III l I I 1 RA.. n o n n�' tri ZP 11. 0 • . ELEv..-ar-I.. -. •TOP OFNEIUaNOF1RC�ILPIG i a i -• . n brj e r . • -. (1.o� • ••TOP GF II_ RAIL LEAD - �• , - ~ • FW--•�0 i M —s I uJS - UIgII I__I 0CC Nt Q~Wt �m I EE ' i`�in I i n ` gO °.•ELEv.Q-0 11111111I IJIII-IIIIJHHl _TOP OF NEW>1D FRON—OOR " - - __q - •TOP OF NEW bT PLR • i I i •TOP..-4.-DIomc,D I _�diiikcr _ 'TOP GF NEW MT FLR HEAD _ _I_ —I— ) ).1 O 404 ELEv..-O-O• C.-P.Db• -to watch - - C 'TOP CF NEW F11ilOH ;••: �• 1 t_ cN=n ' / N �$ cg- Drown RW COPE B I I• 2014 Project.15MARCO Jr( Al REAR ELEVATION - - Flb No _ NEW ELEVATIONS ' OCALS V4••K O• - Date AUGUST 10,2015 - Drawing No. A © COPE ARCHIECIS.INC.,2015 A6 . 0 A • p.•.wm moo ...•, _ I 8 I 9 I 10 I 11 I 12 I 13 I 14 of 1 2 I 3 I 4 I 5 I 6 I • 1 I 2 I • N • A • N GENERAL NOTES: TO I.GENERAL MATERIAL DESCRIPTION A NOTATIONS ARE STTtDRETICILLIr CONSISTAM on eoTN �'I—1 � j { RIN-RENCESB CALLED OUT ON A6JA7.0 DETAIL THEY ARE AMICABLE TO ALL OTTER ELEVATIONS.• b� aIiPr /./ -�— \ L\ IV ! \\ I'MEI. \\ N �Eor..21's• moon -- — - — II 0 0 a Q II II Q Q II n Q II II 0 n n n TOP cr Taw 27� CEILPYs a: , ic - co.Neu 21ID WINDOWt EEAD �L - II I _ i :::...... 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II&SREMkfN i GJ u��lCs - Cam,/ 1��ya Ala KEY sa¢xnF+cwale couronruse are HT 8P1RELARK8 — t � ._ - �F77AisG AA Adanldla m.nBM Adonldb Patin 1 32'-14'CA double • * _�� _ ..p. ��55" o':co•( sea Adonw;a manilla Adwdla Palm 2 12,14'OA Triplet Cf f� iE f�'..-a- vi.' � • © u1 Plmanta diode i"' 3 s' iY�Qr ' �,,,. r7 `o \ I 4i'' { Avo Pcua amerka. Nom& 1 6'-e' late blooming Qtlt�ry Fir!M ` • «� � � 11 r Y BC Malpyfda Oa" Barbados Cherry 4 2'-3'ht J �J 5ALIAL Pi�M- I lawrira �. Y� �8@ess,{i BIRD Strdlt:la nlmlal whhe BIM of Paradise 2 e J T Ia AS PK71;TR� J� _ F ,"• Q BDUG Boupin4$ sp. BoustanvBlea 4 4'•5' on trellis,color by owner LI- r :SUNS'? -A--�i. ` ''gyp''- A CAP 5dtettkra arbormu'Gold a = i••r 4 mkt CO Colubrwa arbor... Edible Coffee 6 Y U ® Capella' Gold Capella 15 30• • RELOCATED 5A8g1�6� . • t a�' , � Psycho/.nersosa Wtld Coffee 12 18,24• • rya\�. j�. "r.r. ', •_ •-. ~�'f • CPF Chrysabalanw ioco'flyd Tip' Compium 6 3' 2' 1N r� �" , w,ys A D RI, _-_ , 74,.1 Fu Ramel a patent Wabash 6 30 EX15ilrir S/IdAL PA117 fD'AA •<ysdClFr I � kV:* e - HS CAmt8m5 Fishtail Palm 9 8-1e 4' 10 CQ 'AS f l -rftEE SVRVRY SNP*L'' J ,4 •• - f P r«e: a:�apn Florida Privet 3 e BAA . i! A ..t: l± GIN Alpkaa autpurata Red Ginger 6 4' QSir y. ----- -- ,i" AC Chrysobalwn lour'Horizontal' Horizontal Cm-opium 33 ,-, 14• �.4s.41 • — va H.Raoi..pp Sab.rerc1ow 5 4' I') j ©�{i�st _: ' PE3D ED 3' d tux Ilex vornnarla'sddWne5Dwarf SdrWings Dwarf Holly 12 18• 1s• J 4. -I u' - �1 : -4I 2'.s_( 'la z,�t�isir.:7+ • sex ilea o..ine oahnon Holly 1 12' 3••a• CB a- • 0. , - • la •�� s JAM CopWrlsg wpfu0opho a io nko Cape 2 T 8' fuRmg ground • FUTURE ©.:__!•'.:, _-�;-'r} WAN, x C pps nopwibPho'a Jamb per 18 18•-24' BA to ground Q' 1 UTU E - i �' •.• _.-IV, �,® -•IJ - BY ThrWsmorrt5 Rey Tha�Palen 3 C_T B88 t- a( (►� Al�:FA j MAN Manlglk a Irdo Mango 1 8'A' early blooming variety Q b STORY '"'�s t — - II 0tic,: Me tie yam,o f4a,t iyG Sea Red 34 16' V.t�a i - .=•• ORC Spatlroglarts pliata Ground Orchid 40 12• 12•purple `-•., •-'-'-'.,-.1 .-�•• -:r' Q. ` PEP Pepperornlaobba'.loia Papperorrde 20 Er 8• e1 coaD PIN Plnus alma derma South Ronda Slash Nne 11 7' I— Pi SIDE GE �'' � V ' ® �i "ncKnT RBI RueWabrltmnlona Purple Shorwn 5 >g IARernativea welcome tL • r� �' 17. ' -- 0 •• I SAB Salmi palmetto Sabel Palm . 8 14',18•.22'OA I [ ..�..� .--• ,S. - SAW Sera.reams Saw Pabneao 8 30' 30•SINN 1 , - + 1- : Q -- -: SIM Myrdanthe hagrans Simpson Stopper 2 6•-8' tilts ground O r • --" • • ®:- "sL �I.� I SS Myrdanthes 6aerar. Simpson Stopper 3 4' FuWMORi Mink • ~ -- s. 4v �s i I © �a�!� ' © Y Connie odorata Sang Ytang 1 I 12' IA-� s, i `,, •if '7 e`-•S. III'„ ee •:WO W 2AM lane fwndana Ceara* 2 I B. CC OIL 0, Q (E AREA k- AM m t: -Y 7]l�var 11 f t- o �t-55AML ALM t a/ > - T rIL_ '"I,+ APO i01Plir AfwteY • » E OC `I�. : 'Aka _.. �'j EMI;WALL CO vl • ruTuRb -alG � It z•; POOL PoaL. _ ffJIh PLANTING NOTES: >l, • „RE =---- _� ©RELOf.ATD:SL.- ', FUT ^ �`� ,A � • � W • DRivE tRAriSPt,t�rD sk6AL ac' 7 0 if. 1�tI _- - • All plant materials shall conform to the standards for Florida No. 1 or better as �� i/(�/ ��-,� �• *y:�T�p� given in "Grades and STandards for Nursery Plants Part I, 1963 and Part II, a ' y6.. f�� '/ ! `et'• ` 0 State of Florida. Deportment of Agriculture, Tallahassee. �'jr� ® "� A The Contractor shall remove and store, in an area approved by the Landscape 4 -- �.�- ;� �i © Architect, any existing plant material to be relocated- The plant material shall be U EXf5TBi4 SAE4L Ta ftq`I9IN 0 r� stored and maintained for the duration of the pavement construction and unto the iti�_�� © i���� � 9 lama Of proposed planting areas are ready for planting. Od. . Vt5181LiTY TA1M14LE , f7anar FencE mei F1cM THEN t •C F-SIDEWA):K-► ' All landscape areas shall be irrigated by an automatic system to provide a LL1 U ` Ara EA © © minimum of 150%coverage. CI— - - - 5'IN.T@'MTi RigftT ofWAY - © ca' ' ' - • SE 7'° AvE All trees and shrubs shall be mulched with a minimum of 3" ( ) Z Z • - '‘WORTH _) 0* Cypress like mulch. < 2 • SCALE 14=10' Contractor is responsible for locating all underground utilities prior to CC V - - - - installation of planting materials to avoid damage. Q-.tr) w NORTH SE."AVE SOOT}•{ > naeArccusl�Aygas I Contractor is to furnish all materials, equipment, labor and plants as required to O n SGRLE 1"- 10" • SINGLE 2StoY install the proposed planting as Indicated on the landscape plans. wopo.w2smylkuas t RMI-0r I Q A Total Lot Area I 5000`S.F. All trees are to be staked and/or guyed as indicated on the planting details. ` r --I EXISTING -TREE KEY a otalP Pervious 3237 SF. • All plant materials to be backfllled with a mixture of 1/3 approved Florida J • peat, 1/3 approved topsoil and 1/3 dean nand To this mixture add 15 pound* 0 < • c Lot Area inn, of 6-6-6 fertilizer per cubic yard. Thoroughly mix all parts prior to placing r O d • SYMBOL TREE • Ares In plant pits. �'J Ui a • oro . • aoadm*es I The Contractor shall lay out the locations of the plant beds and contact the A C P AI PALM IE'Oq REMAIN AS �$ In.quind i 3571 S.F. Landscape Architect for approval before the installation of the plant dawn I I material. The Landscape Architect may ad)iet the location of the plants before and B SA6AL PA( M 20'0¢ REwe,gTE ON SITE a cDround a I i planting. S. It§odded ! 17501 S.F. All quantities on the plans are Intended as a guide and shall be verified by the '__I m G SA-PAL PALM 3o10A REI nrATC OF( SITE F Vegetation i Contractor with a comprehensive plant take-off. Should any discrepanciesRewind I sDl occur, the Landscape Architect Is to be notified for clarification prior to D ARP'CA PALM I8'OA REMOVE • a Vegetation I bidding. 5 ABf4L PAL �O'0 Pw.11 , Goof S.F. Any existing plant material to remain shall be protected during construction with E M A REMAIN Si T �ISIs r I a physical barrier to be approved by the Landscape Architect -se a, 40 . • F Q UEE►-I PALM IV:OA REMOVE I Nurntorof' 1 - . 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'', -::,, .'' ,..'x4.• ',. . -''..,,,,„:.. , ,.., , P r • - • • ---, . fr---, .; . .,,11:4 ,-;,-,-1,, -,--Ai6. ,y-,„ - . - -• • -- - , - ,- . . - --- --- - - - Image capture:May 2015 ©2015 Google Delray Beach,Florida Street View-May 2015 11 1' cfN HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Jennifer Turner Authorized Agent: Troy Ammons, Architect Project Location: 916-918 NE 5th Street, "The Water House", Individually Designated HPB Meeting Date: October 7, 2015 File: 2015-208 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) and three variance requests associated with the demolition and new construction of the cottage structure on the property located at 916-918 NE 5th Street, "The Water House", Individually Designated, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The property is located within the R-1-AA (Single-Family Residential) zoning district. In 2001, the City Commission adopted Ordinance 15-01, thereby individually designating the property and listing it on the Local Register of Historic Places. The subject property contains two cottages. They were originally built between May of 1936 and March of 1938. The larger cottage (primary residence) has been rebuilt and is currently near completion. The subject cottage (guest cottage) is in a dilapidated and structurally unsound condition as certified by the project architect. Additionally, the existing structure is located below the flood plain of 5'-5" (NGVD) and does not meet current FEMA floor height level requirements of 7'-0" (NGVD). The property is one lot away from the Intracoastal Waterway and major flooding has occurred on the site. The current request is for the reconstruction of the Waterhouse guest cottage in the location of the existing cottage. The 400 square foot cottage will look identical in scale, mass and height to the original cottage and will maintain the same architectural details. The proposal includes the creation of a small addition (14 square foot larger than current footprint)which extends the kitchen to create a modem, livable and safe structure. The items that are proposed are as follows: 1. Restore, replace and add new all damaged structural materials throughout including but not limited to a new structural concrete floor with finished wood flooring (salvaged from the main residence). 2. Replace the entire roof with a new fiberglass shingle roof(to replicate existing) 3. Replace chimney (faux brick to match existing) 4. Replace all wood siding on the house to match existing wood Dutch lap siding 5. Upgrade the exterior building shell to current hurricane building standards 6. Upgrade entire residence to current building standards with new vapor barriers, insulation, plumbing, mechanical and electrical systems T. Replace all existing doors and windows with new impact rated units (to match existing) 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,2015 Page 2 of 8 Demolition is also required due to the following issues: 1. The existing structure cannot be saved or restored in place due to the unsafe condition of the structure and the above mentioned raising of the floor height. 2. The existing cottage is not stable enough to jack it up and relocate it. The entire house will be braced then the roof will be removed, walls removed and stacked on site for reuse of any materials that can be salvaged. The north facing front elevation (to the west of the front door) will remain in place. The proposed new structure will be painted a White Dove color with Wythe Blue shutters, trim and front door. The new shingle roof color will be slate gray. The cottage finishes will be compatible to those of the main residence. Three associated variances are also requested and are as follows: 1. Variance for reconstruction of the guest cottage encroachment within the existing original south property line setback. The required setback is 10' and the proposed setback is 4'-7 1/8".This does not extend the building footprint from its current location. 2. Variance for reconstruction of the guest cottage encroachment within the existing original west property line setback. The required setback is 30' and the proposed setback is 1'-5 9/16".This does not extend the building footprint from its current location. 3. Variance for relief from the LDR section 4.3.3 which states the guest cottage shall not occupy more than 1/20th of the lot area or 5% coverage, and shall not exceed a floor area of 700 square feet. The request is for 9.52% lot coverage equaling 190 square feet over the existing 210 square feet. The proposed guest cottage equals 400 square feet in total. The subject COA and its associated variances are 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 R-1-AA 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 Lot Coverage (Maximum) NA 32% Open Space (Minimum, Non-Vehicular) -- t 68% Setbacks: side st. (north) 15' 20'-3" rear(east) 10' 52'-10" front(west) 30' 1'-5 9/16"* interior(south) 10' 4'-7 1/8" * *Setback variances analyzed in this report. STAFF COMMENT: As illustrated above, the proposal maintains two of the existing setbacks, which are legal non- conformities, with the subject improvements. However, there is additional encroachment within the side interior setback along the south side and west side of the property, thereby requiring a variance. The variances have been analyzed further in this report. 516-918 NE 5`1'Street;COA 2015-208 HPB Meeting October 7,2015 Page 3 of 8 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. 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 "Minor Development," as it is a change to an Individually Designated site. (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: 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) 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: 916-918 NE 5t Streets COA 2015-208 HPB Meeting October 7,2015 Page 4 of 8 (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. (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 development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. 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 reconstruction. The new windows and doors are located as closely as possible to the original locations, and the opening sizes remain the same. The window style will match the existing white single hung, 6 over 6 and 4 over 4 styles, and will be impact rated with aluminum frames. The proposed entry doors are also impact rated but do not look historic in design. The replacement of missing entrance features should be based on historical, pictorial and physical documentation and this is attached as a condition of approval listed in the recommendation section of this report. Replace doors that closely match the original, or that are of compatible contemporary design. Window muntins are recommended to be dimensional in profile, and they were not specified in the application. Per LDR section 4.5.1(E)(8)(g), window design with dimensional muntins are suggested to maintain visual compatibility with the historic building and this is attached as a condition of approval listed in the recommendation section of this report. The drawings indicate that a replicated chimney will be added to the new exterior structure but will not be present on the new interior. The original cottage has a working fireplace on the exterior and interior. Staff recommends that the proposed exterior chimney be finished with real brick and replicate an accurate depiction of an historic chimney appropriate to the style of this structure. This is 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. 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. (1) The Historic Preservation Board upon a request for demolition by a property owner, shall consider the following guidelines in evaluating applications for a certificate of appropriateness for demolition of designated historic sites, historic interiors, or buildings, structures, or appurtenances within designated historic districts; (a) Whether the structure is of such interest or quality that it would reasonably fulfill criteria for designation for listing on the national register. 516-918 NE 5u'Street;COA 2015-208 HPB Meeting October 7,2015 Page 5 of 8 b) Whether the structure is of such design, craftsmanship, or material that it could be reproduced only with great difficulty or economically nonviable expense. (c) Whether the structure is one of the last remaining examples of its kind in the designated historic district within the city. (d) Whether retaining the structure would promote the general welfare of the city by providing an opportunity to study local history, architecture, and design, or by developing an understanding of the importance and value of a particular culture and heritage. (e) Whether there are approved plans for immediate reuse of the property if the proposed demolition is carried out, and what effect those plans will have on the surrounding area. (2) No decision of the Board shall result in undue economic hardship for the property owner. The Board shall determine the existence of such hardship in accordance with the definition of undue economic hardship found in Subsection (H). (3) The Board's refusal to grant a Certificate of Appropriateness requested by a property owner for the purpose of demolition will be supported by a written statement describing the public interest that the Board seeks to preserve. (4) The Board may grant a certificate of appropriateness as requested by a property owner, for demolition which may provide for a delayed effective date. The effective date of the certificate will be determined by the Board based on the relative significance of the structure and the probable time required to arrange a possible alternative to demolition. The Board may delay the demolition of designated historic sites and contributing buildings within historic districts for up to six months while demolition of non-contributing buildings within the historic district may be delayed for up to three months. (5) As a condition of the Certificate of Appropriateness approval for demolition, the Board may require that the applicant take such steps as it deems necessary to preserve the structure requested for demolition including consultation with community groups, public agencies, and interested citizens, recommendations for acquisition of property by public or private bodies, or agencies, and exploration of the possibility of moving one or more structures or other features. (6) The Board may, with the consent of the property owner, request that the owner, at the owner's expense, salvage and preserve specified classes of building materials, architectural details and ornaments, fixtures, and the like for reuse in the restoration of the other historic properties. The Board may, with the consent of the property owner, request that the Delray Beach Historical Society, or the owner, at the owner's expense, record the architectural details for archival purposes prior to demolition. The recording may include, but shall not be limited to photographs, documents, and scaled architectural drawings to include elevations and floor plans. Two copies of such recordings shall be submitted to the City's Planning and Zoning Department. One to be kept on file and the other to be archived with the Delray Beach Historical Society. At the Board's option, and with the property owner's consent, the Board or the Delray Beach Historical Society may salvage and preserve building materials, architectural details, and ornaments, textures, and the like at their expense, respectively. (7) The owner shall provide the following information on his/her application for any contributing structure in a historic district or individually designated historic structure: 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,2015 Page 6of8 (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. (c) An appraisal of the property in its current condition, its value as vacant land and its potential value as a preserved and restored historic property. • (d) Documentation that reasonable efforts have been made to find a suitable alternate location for the structure within the City of Delray Beach to which the contributing/individually designated historic structure could be safely relocated. STAFF COMMENT: The historic structures at Waterhouse are locally designated. However, the applicant's agent (licensed architect) has demonstrated in his certified Architectural Structural Inspection Report that demolition is appropriate for the subject structure, per LDR Section 4.5.1(F)(7). The agent has established that an unsafe situation exists in relation to the structural, electrical, and roofing components and extensive water damage has contributed to the failure of the foundation and interior walls of the structure. He has presented written and photographic documentation to this effect. Staff has also inspected the subject property and is in concurrence with the architect's evaluation. The architect has also stated that the building is not able to be relocated due to its dilapidated condition. The Structural Report and associated documentation are attached to this report. Pursuant to LDR Section 4.5.1(F), positive findings can be made. Staff is recommending approval of the request for demolition. 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)(5): (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. 9'16-918 NE 5u'Street;COA 2015-208 HPB Meeting October 7,2015 • Page 7 of 8 (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. STAFF COMMENT: Pursuant to LDR Section 4.3.4(K), The first variance for the building of the guest cottage within the existing original south property line setback is necessary to maintain the historic character of the property. The required setback is 10' and the proposed setback is 4'-7 1/8".This does not extend the building footprint from its current location. The variance is asking to keep the original non-conforming setback. The second variance for the building of the guest cottage within the existing original west property line setback is necessary to maintain historic character of the property. The required setback is 30' and the proposed setback is 1'-5 9/16".The variance is asking to keep the original non-conforming setback. Pursuant to LDR Section 4.3.3, The third variance is requesting relief from the LDR section 4.3.3(P)(3)(b)(Q)(2) which states the guest cottage shall not occupy more than 1/20th of the lot area or 5% coverage, and shall not exceed a floor area of 700 square feet. The request is for 9.52% lot coverage, equaling 190 additional square feet over the required coverage. This variance for the guest cottage will assist in adapting the existing property to the owner's needs for modernization and safety. Special conditions and circumstances exist since the existing structure is non-conforming with respect to setbacks, and the property is of such a small size that any proposed additions would require a variance. The small additional space would be added to the front of the cottage (which would be recessed from the front building plane) and will not diminish the historic character of the structure or the property. The new space is in the same plane as the original design. The architect's variance letters are attached to this report, and the proposed setbacks are illustrated on the site/floor plans. Based on the above, positive findings can be made to retain the existing, non-conforming south and west property line setbacks, and for the 9.52% lot coverage to accommodate the reconstruction of the guest cottage. The cottage will resemble the original structure as closely as possible on all exterior elevations. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness and Variance requests (2015-208) for 916- 918 NE 5th Street, "The Water House", Individually Designated 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. C. Move denial of the Certificate of Appropriateness and Variance requests (2015-208) for 916- 918 NE 5th Street, "The Water House", Individually Designated 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. • 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,2015 Page 8 of 8 RECOMMENDATION By Separate Motions: Move approval of the Certificate of Appropriateness (2015-208) for 916-918 NE 5th Street, "The Water House", Individually Designated 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 all window muntins be dimensional in profile; 2. That the historically replicated exterior chimney be finished with real brick; 3. That the entry doors be of a historic design, not stock doors. Variance 1 Move approval of the variance pursuant to LDR Section 4.3.4(K), to retain the side interior(south) setback for the cottage at 4'-7 1/8", whereas 10' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance 2 Move approval of the variance pursuant to LDR Section 4.3.4(K), to retain the front(west) setback for the cottage at 1'-5 9/16", whereas 30' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance 3 Move approval of the variance pursuant to LDR Section 4.3.3(P)(3)(b)(Q)(2)which is for 9.52% lot coverage, equaling 190 additional square feet over the 1/20, 5 % coverage requirement. Report Prepared by: Lynn Van Duyne, Historic Preservation Planner . e I • .r,. h • h�? E. 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I I I�4� 'w..��" - •J•" %r; .f n � I I�Ilhdl D al i t"'1341 • J t ilµ0.w_ a �I • •fir '�C • / �' s- ' 0. _ C 3'— — — r '- • • WU/ E Dip , TROY AMMONS JUL 2 4 2015 II REGISTERED ARCHITECT—AR11849 ` 1907 NE 4"SL#1 Ph:954-4m80-6i191®9 n i i���� I DEERFIELD BEACH,Fl 33441 Email:troyamons3mail.com PLA NG ZONING _O JIjNG Architectural Structural Inspection Report Inspection Date: 7-23-2015 • Property: Cottage of approximately 400 SF. Historic Property located at 916 NE 5th St, Delray Beach, FL 33483—Owner.Jennifer Turner. Prepared For.Jennifer Turner Prepared and Inspected by:Troy Ammons,Architect Sections within this Report Structure Roofing Waterproofing Exterior Sheathing Electrical HVAC Plumbing Insulation Interior Report Overview This report is a general overview of the property listed above. It is not an all inclusive inspection report based on destructive observation and may not cover all issues with the building in every detail. If a more extensive investigation is required beyond this report we will need to do partial demolition to observe the actual condition of hidden structural members. • The property consists an estimated 4,204 SF lot size, at the above mentioned address,with 2 residential buildings.The two buildings consist of a restored Main house of roughly 946 SF and a Cottage of roughly 400 SF.The subject of this report is the 400SF Cottage. Both buildings were originally constructed sometime around the mid 1930's and the cottage has been renovated at least one time but none of the work done at the time of the renovations was done properly and mostly addressed superficial non structural issues. It is our contention that the Cottage can not be traditionally restored due to the dilapidated state, and can not be safely jacked up off the existing foundation.The cottage finish floor must be raised and in order to accomplish that the cottage needs to be disassembled,walls stacked on the site if possible, north most wall left standing while a new foundation is built above the flood plane height and then the cottage be rebuilt as a duplicate with new materials and reusing the existing materials that can be recovered, but that will be a minimal amount.As an estimate we believe only 5-10% maximum of the existing materials on the existing cottage may be in sound enough condition to be reused.The original flooring from the main house will be reused in the cottage rebuild. • • TROY AMMONS REGISTERED ARCHITECT—AR11849 1907 NE 4°SC#1 Pit 954-440.6191 DEERFIEL D BEACH,Fl 33441 Email:troyammons3@gmaiLcom Structure The current condition o fthe cottage is dilapidated and close to being condemnable. It has suffered from many years of neglect and that has led to a large amount of termite and rot damage. The building as it exists today is below the flood plane and it is our feeling that besides termite damage and normal rot, the elevation of the cottage being so low has made conditions worse where water instrusion into the floor structure and lower wall structure was and damage was exacerbated by such. Walls—In general the wall structure of the entire cottage is at such a dilapidated and compromised state that it would not be safe to remove the plaster interior wall surfaces and exterior sheathing without the building collapsing. Foundation—We have not been able to ascertain exactly what sort of foundation the cottage has. Over the years It has apparently subsided into the soil to a degree or the soil has accumulated enough around the cottage that there is no more apparent crawl space.There are no apparent Piers, so at this point we are not exactly sure what the foundation is. It is possible it could be slab on grade but that was not typical construction for the 1930's.The finish floor is below the minimum flood plane and needs to be raised. roughly 18". Roof—The amount of damage to the roof structure is not known due to the fact hat a lot of it is hidden and not accessible. If we take the original main house condition into consideration and use that as a base,we can surmise that the cottage roof is in a similar condition which would be roughly 50-80% compromised. Flashing is also in questionable condition. In our opinion,the cottage is absolutely not stable enough to be jacked up and moved as a whole even with significant bracing. Finish Roofing The cottage roof is an older Fiberglass Shingle roof onasphaltic felt on board deck on hand framed wood joist and rafters.The brand and material warranty of the shingle roof is not known.All of the roof eaves are in rotted and dilapidated condition. Waterproofing Apparently the only water proofing in the cottage is on the roof. The walls have siding,sheathing and interior plaster on plaster board with no waterproofing membrane.. Exterior All exterior walls are typical non pressure treated typical dutch lap siding.An estimated 90-100%of the siding is compromised by termites and or rot.All of the siding needs to be replaced. Electrical The Electrical breakers in general are not up the current code.The Electrical system overall has not been inspected in detail due to the fact that with the state of the entire existing structure being so dilapidated the entire cottage will have to be rebuilt so will require all new electrical. 2 TROY AMMONS REGISTERED ARCHITECT—AR11849 1907 NE 4"St#1 Ph:954-480-6191 DEERFIELD BEACH,FI 33441 Email:troyammons3®gmail.com HVAC Not Inspected Plumbing Piping Not Inspected—Finish fixtures not included.Since the Cottage plumbing is not accessible using the original main house sanitary and water supply system condition as a guide, it is our opinion that all the Sanitary and water supply should be replaced. The Existing Sanitary sewage piping is mostly cast iron and rusted and probably cracked in areas due to age and needs to be totally replaced. Water Supply is galvanized pipe that is rusted on the interior and should be replaced. Insulation There is apparently insulation in the building. Interior The interior walls are plaster and are cracked,water damaged, bowed and in general in very poor condition mostly due to water intrusion and structural foundation and wall failure. Please see attached photographs in support of this report. Respectfully submitted; Troy Ammons, Architect /01 • • - •• 1. • '. . <Ix ..-..• •".--- • -.11-''''," .:.' ‘:-%', ':;:,,S.;"..4'-'• h..ii..-•-':•4•• .5-$•-.. - - - .:•-• •-, :- ---..i ,. ••• -1 ----.i..--v, -'•7 ' ' ;-•- ,. . .,• , . , • . ...'-. --...;!:....'-2;:: ....::.1 .. • , .- - -- • ,,• , .701.-,...• --t- , -1,1-41 • •• -:!--: -- - •. --k-r,.- •'' -'-t- ...,-.----..-41- - -•-s!'44 -4PN., •-,-- ---- :. . . • ::::-.-.7-.:_.---- 4 . . - . .. . .. ., . . ..... - ;• b• - • i• - -,i,s --.-•-..•,•,,,.:. L-,z, - • -.1 . . ' ,f,,,.-101135, - ,-•- .. .: -.•- .. ... .0. 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Ya ¢,ry ,, ,., r , f4, M. i1 YF ay/,4 l;t s ry g rCYy ryr I s ! — r t W{, tiµ Gy�yj� b}tY4j�';5s :, ! r ° rr .t 1� I � r� t i' • a�l,'4 a, N1 �L,, j:C 4 i. 4`!e1 ',Y+M Y • t.'i 1+4 r T. 1., JUL 24 20 TROY AMMONS ± ' REGISTERED ARCHTECT—AR11849 L 1907 NE 4^St.#1 Ph:954-480.6191 PLANNING&70,,; DEERFIELD BEACH,FI 33441 Email:troyammons3®gmail.com General Construction Cost Estimate Date:7-23-2015 Re: General Construction Cost Estimate- Cottage of approximately 400 SF. Historic Property located at 916 NE 5th St, Delray Beach, FL 33483—Owner: Jennifer Turner. To whom it may Concern; Using the adjacent restored primary residence at 918 NE 5th St, Delray Beach Florida on the same lot as a basis for the estimate for the cottage rebuild,we anticipate the cost of construction will be roughly$300 per square foot for 400 air conditioned square feet for a total of roughly$120,000.That is considering we are allowed to totally disassemble the house in the most convenient manner, stack the walls if possible and leave the north most wall standing moved out to facilitate the construction of the foundation. All structure and finished surfaces in the house will be replaced with new materials or if any of the materials in the existing cottage are sound we will possibly consider re-using them. To traditionally restore the house is not feasible within reason due to the fact we would need to jack up the cottage off its current foundation move it then provide all new sub-surface plumbing and a new foundation and new raised floor then reset the cottage. The cottage is not sound enough to move or raise off the foundation. If restored conventionally, which is not an option in our opinion, if possible would most likely double or triple the cost of construction while when finished we would end up with exactly the same construction and finish. Respectfully submitted; y Ammons, Architect c IV • 11 LiJ ;;;1 ; TROY AMMONS REGISTERED ARCHITECT-AR11849 1907 NE 4th St.#1 Ph:954-480-6191 DEERFIELD BEACH, Fl 33441 Date: 8-28-2015 RE: Variance Request-HPB—Delray Beach Florida, requesting relief from area limitation listed below for the Residential Historic Property"Waterhouse Cottage" located at 916 NE 5th St, Delray Beach, FL 33483—Owner: Jennifer Turner. Dear Sirs, Due to the size of the original historic cottage the zoning code area restrictions for cottages, noted in Zoning code Section 4.3.3 (P)(3)(b)3(Q)(2), have created a hardship in the reconstruction of this structure. The above referenced code allows a cottage 1/20th of the lot area or 5% coverage which in our case equals an allowable 210 SF. The Cottage as it exists on the site today is 386 SF, of which the kitchen area appears to have been an addition or a porch enclosure that was constructed sometime after the original construction. We are asking for relief from the zoning code area restriction to allow a cottage reconstruction of 400SF which in our case will will equal 9.52% lot coverage or 190SF over what is allowed by code. The petitioner requests a Variance to allow: • Item 3—Reconstruction of the above referenced structure in the existing location beyond the area that is allowed in the above mentioned zoning code section. Reference the site plan sheet A100 which shows the existing cottage and proposed reconstructed Cottage footprint and area. • The proposed construction will be constructed in accordance with all local building codes. • The proposed construction will be constructed to match or be similar to the existing exterior construction materials. • The proposed construction will hold all water runoff on the site. Photographs and diagrams in support of the requested Variance are attached. Respectfully submitted; Troy Ammons,Architect likpilift. II III i ��' 1 I tLe- Li— `' !�) — TROYAMMONS I )!:^~ _ I; REGISTERED ARCHITECT—AR11849 2015 1907 NE 4th St.#1 Ph:954-480-6191 I [ ' r ±IUi DEERFIELD BEACH, Fl 33441 �� _.__..__;� P►LANN NG & ZONiN Date: 8-28-2015 RE: Variance Request—HPB—Delray Beach Florida, requesting relief from the South property line setback for the Residential Historic Property"Waterhouse Cottage" located at 916 NE 5th St, Delray Beach, FL 33483—Owner: Jennifer Turner. Dear Sirs, Due to the placement of the original historic cottage on the site, and the existing restrictive current property setbacks, this limitation creates a hardship related to the restoration and reconstruction of the above referenced historic structure. It is absolutely necessary to allow the Cottage to be reconstructed in the original location in the South most setback to allow the property to retain the overall intrinsic character and charm that exists in the property today. The petitioner requests a Variance to allow: Item 1 —Reconstruction of the above referenced structure in the existing original location at the South property line setback. Reference the site plan sheet A100 which shows the existing Cottage in relation to the South setback area. This does not extend the footprint into the South setback any more than it exists today. • The proposed construction will be constructed in accordance with all local building codes. • The proposed construction will be constructed to match or be similar to the existing exterior construction materials. • The proposed construction will hold all water runoff on the site. Photographs and diagrams in support of the requested Variance are attached. Respectfully submitted; Troy Ammons,Architect • [Lr LOIN E li; 0 4 20i TROY AMMONS 1 • . ) REGISTERED ARCHITECT-AR11849 Pi A.NNING "'" -`- �✓ 1907 NE 4th St.#1 Ph:954-480-6191 DEERFIELD BEACH, Fl 33441 Date: 8-28-2015 RE: Variance Request—HPB—Delray Beach Florida, requesting relief from the West property line setback for the Residential Historic Property"Waterhouse Cottage" located at 916 NE 5th St, Delray Beach, FL 33483—Owner: Jennifer Turner. Dear Sirs, Due to the placement of the original historic cottage on the site, and the existing restrictive current property setbacks, this limitation creates a hardship related to the restoration and reconstruction of the above referenced historic structure. It is absolutely necessary to allow the Cottage to be reconstructed in the original location in the West most setback to allow the property to retain the overall intrinsic character and charm that exists in the property today. The petitioner requests a Variance to allow: Item 2—Reconstruction of the above referenced structure in the existing original location at the West property line setback. Reference the site plan sheet A100 which shows the existing Cottage in relation to the West setback area. This does not extend the footprint into the West setback any more than it exists today. • The proposed construction will be constructed in accordance with all local building codes. • The proposed construction will be constructed to match or be similar to the existing exterior construction materials. • The proposed construction will hold all water runoff on the site. Photographs and diagrams in support of the requested Variance are attached. Respectfully submitted; Troy Ammons,Architect Nyi &MAW --. DEPARTMENTOF HOMELAND SECURITY ELEVATION. CERTIFICATE • :RAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 ,nal Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Building Owner's Name JENNIFER TURNER Policy Number: Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. i N.E.5th STREET City DELRAY BEACH State FL ZIP Code 33483 Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) E WEST 84.82 FEET OF LOT 37,LAS PALMAS SUBDIVISION Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL Latitude/Longitude:Lat.26'28'13.71"N Long.80 03'48.60'W Horizontal Datum: ® NAD 1927 0 NAD 1983 • . Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. . Building Diagram Number 1A . For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? 0 Yes 0 No d) Engineered flood openings? 0 Yes 0 No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION .NFIP Community Name&Community Number B2.County Name B3.State :LRAY BEACH 125102 PALM BEACH FLORIDA 4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 125102 0002 D 1-5-89 Effective/Revised Date Zone(s) AO,use base flood depth) " 1-5-89 A-E 7' . Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM 0 Community Determined 0 Other/Source: . Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 0 Other/Source: . Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Building elevations are based on: 0 Construction Drawings* 0 Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,ARJAH,AR/AO.Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. - Benchmark Utilized:DERAY BEACH A-72 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. El NGVD 1929 ❑NAVD 1988 ❑Other/Source: ;ram Datum used for building elevations must be the same as that used for the BFE. =- Check the measurement used?'----jl !Liu]; Lc; a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 7.5 ®feet 0 meters I E E C) b)Top of the next higher floor NA. 0 feet 0 meters mil'$ I' c) Bottom of the lowest horizontal structural member(V Zones only) NA. 0 feet 0 meters garage(topslab) 0 meters 1 ° it d)Attached ara a to of NA. 0feet �==-�� � e) Lowest elevation of machinery or equipment servicing the building 5.4 ®feet 0 meters (? L (Describe type of equipment and location in Comments) LrE f) Lowest adjacent(finished)grade next to building(LAG) 5.0 ®feet 0 meters --Highest hest adjacent(finished)grade next to building(HAG) 5.8 ®feet g) 9 1 0meters ------=•---, h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support NA. 0 feet 0 meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Iis certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation 'ormation. I certify that the information on this Certificate represents my best efforts to interpret the data available. rnderstand that any false statement may be punishable by fine or imprisonment under 18 U.S.Code, Section 1001. Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a I Check here if attachments. licensed land surveyor? ® Yes 0 No artifier's Name EDWARD PAC License Number FL#4734 tle OWNER Company Name PAC SURVEYING idress 827 NW 6 DRIVE City BOCA RATON State FL ZIP Code 33427 gnature Date 8-24-15 Telephone 561-368-9037 2 tr I5 11/1A Fnrm r1RR-r1_•11/7/191 Coo rolsoreo eirio fnr rnnfiniia+inn Ronlaroe all nrovintIC orrifinnc .S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 EDERAL EMERGENCY MANAGEMENT AGENCY ationa/Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE ilding Owner's Name JENNIFER TURNER Policy Number. uilding Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: 918 N.E.5th STREET City DELRAY BEACH State FL ZIP Code 33483 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) THE WEST 84.82 FEET OF LOT 37,LAS PALMAS SUBDIVISION A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.26 28'13.70"N Long.80 03'48.68"W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A . A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage •NA sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA . c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? ❑ Yes 0 No d) Engineered flood openings? ❑ Yes 0 No '• SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State DELRAY BEACH 125102 PALM BEACH FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date 87.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 125102 0002 D 1-5-89 Effective/Revised Date Zone(s) AO,use base flood depth) 1-5-89 A-E 7' B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: Idicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 0 Other/Source: I I the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? 0 Yes ® No I resignation Date: ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* 0 Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AN,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1 A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized:DERAY BEACH A-72 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. ^' Check the measurement used,v L� a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 5.5 ®feet 0 meters ..y b)Top of the next higher floor NA. El feet 0 meters _, . ., c4 c) Bottom of the lowest horizontal structural member(V Zones only) NA. ❑feet 0 meters �j I iD d)Attached garage(top of slab) NA. ❑feet ❑meters 1 I_ feet 0meters (Z,�f L1_1 1% e) Lowest elevation of machinery or equipment servicing the building ❑ _ (Describe type of equipment and location in Comments) _ f) Lowest adjacent(finished)grade next to building(LAG) 5.0 ®feet ❑meters : '_,:-. :` g) Highest adjacent(finished)grade next to building(HAG) 5.8. ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support NA. ❑feet 0 meters SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement maybe punishable by fine or imprisonment under 18 U.S. Code,Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 Check here if attachments. licensed land surveyor? ® Yes 0 No =ler's Name EDWARD PAC License Number FL#4734 Title OWNER Company Name PAC SURVEYING Address 827 NW 6 DRIVE City BOCA RATON State FL ZIP Code 33427 Signature -- Date 8-24-15 Telephone 561-368-9037 e. 2 ' � FFMA Form 086-0-33(7/12) See reverse side for continuation. 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Y Wig' _ - - - E I 3 FRO)iT DOOR-FIBERGLASS - PAIL I r • . • SLATE �'L<:R SHE !:=ALL RGCF - • PA _ Si+4e �~ MATERIALS _ r Y4 -- IT SCOPE OF WORK KEY TO SYMBOLS GENERAL NOTES PROJECT ADDRESS BOARDPLANS ARE GENERAL P 0D5�HISTORICAL TURNER RESIDENCE - DO NOT,-.,-AIrs ORAuuc+GB. 916 NE 5TH 57" NORTH ARROW ED PL.IL4 iE CONTACT THE ARCHITECT FOR ANY DI6CREFENCE6 IN THE PLAN6- DELRAY BEACH FLORIDA DATE,aao-soTa THIS BULDNG 15 N VERY ROUGH CONDITION WITH APPROXIMATELY GENERAL SCOPE OF WORK 6090><OF THE STRUCTURE BEIN0 SEVERELY ComPRoruZeo. DRAWN: WATERHOUSE PROPERTY-COTTAGE Aipaw..warn AN ESTIMATED 1004 OF THE WAIL FRAYING NEEDS TO BE REPLACED. CFIECKFa. COMPLETE GROUND UP RESTORATION,INCLUDING BUT NOT DETAL OR ELEVATION TITI-E cx LIMITED TO NEW FOUNDATION,NEW ROOF,NBU IMPACT RATED N O,A 00pgp AN ESTIMATED 190i OF THE SONG NEEDS TO BE REPLACED. pEVIaoN6 WINDOWS,NEW FRAMING,WING,INSULATION,ALL NEW MSP, ROOF FRAMNG 16 COMPROMISED TO SOME r ARFT AND WOOD ROOF DECK AND INTERIOR FINISHES THROUGHOUT PLUS ADDITION OF AN ArIck 15 G E6TIONABI F EXTENDED KITCHEN. SECTION RSFERENCS THE COTTAGE FLOOR LEVEL rE5T BE RAISED TO ABOVE FOOLS DESIGNATED No a+w4 FL000 PLAKL • _ 3Facn oCORS euvwrr.R Q2Q(fwT1O11 THE MOOING STRICTURE IS TOO IIEAK TO-LACK UP AND MOVE AND OUST .�RH BED TL.ED AND OR DEMOLISHED AND REBUILT ON A NEW FOUNDATION INTERIOR ELEVATION REFERENCE AL 6LVATLM ta<5Q3 THE MAW NORTH/FRONT WALL SHALL REMAIN STMIDNG AND MOVED CUT 70 17 H.EYA OK G OH 5904a ALLOW A NEW FOUNDATION TO BE BOLT. CO of rwncn Nr PROJECT DIRECTORY CT®I Y MILTPI�NTE310R a,, ,,� aawr*or TIN.. CO ELEVATION REFERENCE A 0-WATCH WOOER CO0 oArcx OCOsO OWNER: PARTITION IDENTIFICATION PArsNrtw TTF.E prat TO p*RNI1KN DETALO, CCco JENN4-t1 TURNER • Q m "' I DOOR IDENTWCATION 000R l 0 ARCHITECT= 03 554- 50-619I 0 TROY AMMONS ARCHITECT WINDOW DENTFICATION UoC�u°"wrnN U , 1901 NE 4TH ST •I ro'+ - Ij) DEERFIFI D BEACH, FL.33441 I—a REVISION w F vr�N Nro,2 STRUCTURAL ENGINEER IDENTIFICATION U a.561-15-S959 NEWTONION SOLUTIONS - IX - HENRY KREH Q,j - - - BOCA RATON, FL IL W= MATERIALS LEGEND GENERAL BUILDING INFORMATION 0a- 2w 2m BUILDING CLASSIFICATION TYPE 5 CONSTRUCTION . CI AND CONSTRUCTION ITPE RESDENTIAL Q 9 110 CONCRETE I,/K GROUP R OCCUPANCY K 1111111111111111111111111111111111 5W Y • ID SINGLE FAMILY RESENTAL w 0 W It ill DESIGN WIND LOAD T10 MPH I-.a WOOD %//�%/7 7,%/7, MAX BLDG HT •35' CONs,FcIt CEtENTITIOUS FILL. LU a . INDEX OF SHEETS SATION V g O WU r1 !l I l 11 , ARCHITECTURAL I E A100 GENERAL INFORMATION F th m LL A1O1 FIRST FLOOR BUILDING/SITE PLAN w w, o EARTH FLL /%i��0�%i��✓iiiiiM A601 ELEVATIONS O o=m 2 LL d=oT- W O o 2 j Q W O O 0 ¢w SITE LOCATION MAP a • _ L - ATLANTIC AVE • I i FOR ti 1Pa AITHOVAL S _ ONLY /PROEM ul LOCATION < }S b ` D i . �� EE STH aT I( I swan.No. • s A100 . g . or. fa tl P • / ----------------------- PRT'RERY LNE E4e0 iR t ./)-- 246,x 701!PM ' D / D.,EF EfAMM CYO MN ,p RELOCATE 'JO=T. r , --- --- nal gym•-It .------extETeN ESE / _ F � J u� I o 1 1.4P. rj) // DATE,o-ao-ewe Ip '� < /.\ ti)tomes p![y-3 ' 0 // I DRAWN, COI IS REAR TARO�TBAQC •� �r :: 'a-' - i I nevis�ona o i / I m L :11. V-01. , WALK 1.4 acert • r ,, ) ----) FI�LACE = m• - ti KITCHEN " � L 7-,:/ 1 \ q I M1 Q UHF*ROO! j (( I I �\ eMDTM3IT eLev — IV �/�\'d --— �y illl � [�1y e:o.vtJ•HGVD_ � -�:f-- oLlvtYaR�,,,.: xi jQ Qf� e_s. jTCP 6 FEUP talc ELAB.v raw� � —J • eat e•4c tt Q �� 21 :;—±-4.(1101,,...1t. Nff W IQ mEXISTINGI EXISTING RENOVATEDI COT3rAGE FcCOTTAGE �, 9; II WATERHOUSE ` ' / U ` new 10 j Wa I: ILACING APO ETERS F. m t o f j e v� �� 'r r I iI I} ^i Q J 1 ------------- D'FRatT YARDI • CO ftA V EXISTING COTTAGE PLAN ! ; IZPF.` 1 m 6D SCALE:1/4'• 1'-0' I ------------------ — AREA OF WORK I Q 0 ,, W OP I SITE/FLOOR PLAT( I 0 CC ai— 1 SCALE:V4'= I•-0•.07 , \`�,\ I �"'0— ROOK OR EPgLL Dave , j N. /r—_—_—PR:XERf'f UN! gym•—_— —_—_—_—_—_—_—_—_—_—_—_�.� \ k /// `\\ \\\ A EXIMO9 d HIGHO FE Q / N. WOODEN FENCE t 0 // \\ \\ ,_ I- / \ IliEC M t-U / i0 0 hi CC ILco W / / \ \ O O cl r / \ 1 w¢ »"E• 4 NE. STN ST. E�°TAT°"`° TOTAL SITE AREA 42E4 EF YWTER-OLSE AFRA ER/GIRO EM SF WATER EUE0 A T=A NEW 946 EF ABACO COTTAGE AREA ]SS EF TOTAL MALDSC=AREA 12164 EF GP DOOR SCHEDULE DOOR AND WINDOW TYPES F L'" 'rA`MAINIBLDMI AREA °6`SF 6°` g• oETE - III FIFE OVAL r.�.. r,� 3 EL l d 1 i l ? k x �. o .r „iPAr�L voaz III®' f aar RIPACT RATm WINDOW SCHEDULE — > WINDOW FRAMEIll g ,� ,,1 M� DCTa EMOTE REFIN NOMMAL tl ` < lA < S .-p-.--J TYPE IR.WHKKT! TTPE W TTPE CC RFiY'EE AND er•¢T fro. WU MT 7 El d a i 7 Y. 7 E 1, RPAGT RATED • Sm' .tV R.aV AL Ob alN•uxo AL OJO Pw nA HA •Cl.H•tl LMef Rt�CxM --- GLASS TOM S /� • sr R.Om .ro a....AL a.... m AL MA NA.e 6A0 MA Pw to.wee T rsan, TIRE AA - - A Id1 O 1 e >a 3.6. if muv K Cl...OlAw mom AL CLAD MA nA w. 444 Hsu Rnoer umr • to !•• R.am AL 0I0 CLEINC•eeo AL GN].M1 4A 64L weo van-wart b xl IT •, • DATE.A-GO-2016 DRAWN. arlECKED. REVISION. • „...sr CA FAN BRICK CRZINEY r )--- RLICATE EYWING E NEW SIBBLE FOLF P 1---i 1_ • = • CO-- -1 ddkELEv.4-11,e,Ai+ . Tt 44L11L4 r2 ..b Y FIAX 131.1:4 HT CO IMMIEFIPIPP..- . —1 •-• T". . • NEW WOOD 11311.1TV. TROT ONG CS NEW u.NDCW IN l I RD LOCATION IMMEPOOMMOMMENP.M.M.E IIM .M1 CC T- (0 DUTCH LAP PROFILE PPM" ll MU lir TOP Of WINDOW HEAD 11 ll I I I CLAPBOARD HONG 0•I I 4.CORNET.ODARIM 011 rin EMI in — i I-co liF_W 00.4RO BUTLERS " : 1 0 I W/ENJTTER DCGFe in..egi ra ra, 1 m IN= r il EXESFIG WRIO041 IMAWLIS141... IL----Inal CHAN<4 DQCR T° W I LOCATE:T. tcc.,,INDOUT.1/1 DOSING MMEMPriMMINI.. la (7) 1 =Wil 0 ta M/MW-101== ,a:-/ IMV..= 1-CS !Ea)TIPACT RATED LARXXIS NNOMbiodiN-- IME ' - IIA I TYPICAL L111111=1111M11=111 111. 1111WAi FF . TEW FF ELEV I- ,..!.T,',..,.';:IT-',':-..,.-,1",:-T,-:•A.. 0.:,.."N.1`':.),':-.i.,..,, r•L.A I'0 I --- ' -0• GRADE _:.:zq IBM MIN w,. ALLOF TOP CT TEL=NC BLAB•11.NORD e 0 a. leRAIJ WNOCW IN Lt REPLACE DOOR IN EXISTING LOCATION <j• FAUX ORES PERS EXISTING LOCATEN TN*SECTION CT NORTH FACING IL IMPACT RATED WALL BiALL RETAIN toTROBB Cli ERE. NORTH ELEVATION SCALE:1/4' - ,.... A . WEST ELEVATION "47 1/4' . 1.-0* (1)i Z 0< v tu 6 m 2 a_9 w 0 rc _ lil - EC ill i-0 .. . . l\v La o immi (1-11' DOMING IANDOU RC LOCADONS i_EC ... - 111 di,ELEV.•-.Ir...APT I-z < W.T.-- a V MAX WOG NT 8 cl 0 NEW VENT COPLICATE EXETPB --"" NEW LANDO.tIL NEW LOCATICTS pik ELEV.a-OR..AFP I 0 yTFale6 BlEa ),_i I•••LL Miwi7111111M111!.••••••MP• 111_ zAna x 2ani runi -r-.... .- — p.m ELE cr tilsztilms rwriMiiirri,-,,n- an OF EGRESS arc.net ENE 1 FR . 1_ 1 — _.-• VTOP CF WINDOM NEAL, LLE b-C.) MT< b.1 Li'EGREEd orc. EL Ec Ail 0 0 W co 'EU LCC-ATICI' ill IIA tialfin SIIMPI____11 WWII 'CCATCh6 h 4 POI , IV-71 iffs---cl4Aerz POOR TO a- 0).- 2 Mon.or 1111111 Mi 1.11111111=‘._ . . .4 0 a< NEW URIDCEI N .• ••••••... i 4 1141100111,EN ALLEY ELO'aC6ATTr'IO.N'... :2;M•=1 a.ItN1.-11..2a1I11I3m1I1M1M11M11I1mN11I1N11IMI1i1OuN1M11Mm111111E1Im1I1NIN11N1=1eE111nM111La13Ili 11=k11F-115111111121•1..1Ili::l:i.;leif 3uI.a:I2Im.IiIlNi'l;.i_i_?4i_.r.iEio.M-E:n-i-1lI_ ''''LCCAT':" ELXOC19A1TINIOGN !.5.i:•` -_!.:0 1:2:% oFE•-War F F•.122S.NGVD••• IL11L.L1'6C _ M 10 1ML— L 4 LCCATIO1 0 0 MENEMI 7 _ A LuC TOP CR NEN=NC!LAO•IF WM:, I." • < Ak eh SOUTH ELEVATION EAST ELEVATION iwy SCALE:1/4' TZ17 SCALE:1/4' . I'-0' NOTE.BEE NORM ELEVATION FOR FOR BALANCE OF NOTES . 5 we APPROVAL * e ONLY . § 1 8 X 4, A601 g § —- b. 4 NE 10th SI �•. LEGEND I 'i, ! '.;I li ij i�.' rE Z 91h ST m7 j / I [[ vs, GEORGE,: 2 y c 5. BUSH A C = AIR CONDITIONER Ii) �`7 i_ B CAN = CABLE TELEVISION [-4,i I I; T �..` s C.B.S. = CONCRETE BLOCK STRUCTURE ti S[ 7 , I Y7 NE TEST RZv NE71hCT CH = CHORD DISTANCE '' , T NE 6U5T m IN J{-.l 0 A. I.`J .1 I� �i yF 7!, y R , CHAT. = CHATTAHOOCHEE {I i - CL = CENTERLINE I -` o` ?o NE, slh ST ti HARBOR DR C.M. = CONCRETE MONUMENT LEGAL DESCRIPTION: . ,,,`�,,, ��;;,;,-„r. -:;� wasDN I <+ o CONC. CONCRETE I I.Ai•_ N_+ & _`..•..:„1 o� NE SIh a ST L ,`,,Q/HARDING A ISLAND DR ELEV. = ELEVATION THE WEST 84.82 FEET OF LOT 37, LAS PALMAS SUBDIVISION, ACCORDING cOD1IDce HE AV o 4th m sT BEACH ENCL. = ENCLOSED E.O.A. = EDGE OF ASPHALT TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 10, PAGE 68, OF 1% > > m ¢ SEASPRAY EQUIP. = EQUIPMENT THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. ? a ¢ WA 4WAYLN sAHoo ED. = FOUND NE ; 3d CT -i-- ID. = IDENTIFICATION I.P. = IRON PIPE (918 N.E. 5th STREET, DELRAY BEACH, FLORIDA) I.R. = IRON REBAR MAP L = ARC LENGHT VIC= it u L.B. = LICENSED BUSINESS N/D = NAIL WITH DISC I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY HEREON N/T = NAIL WITH 11N TAB DESCRIBED AND THAT THIS SKETCH OF SURVEY IS ACCURATE AND N.T.S. = NOT TO SCALE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I FURTHER 0/S = OFFSET CERTIFY THAT THIS SURVEY MEETS OR EXCEEDS THE STANDARDS P.C.P. = PERMANENT CONTROL POINT OF PRACTICE SET FORTH IN CHAPTER 5J-1705.1 OF THE FLORIDA P.O.B. = POINT OF BEGINNING ADMINISTRATIVE CODE AND THAT THERE ARE NO ABOVE GROUND P.O.C. = POINT OF COMMENCEMENT ENCROACHMENTS OTHER THAN THOSE SHOWN. PLS&M = PROFESSIONAL SURVEYOR & MAPPER PVC = POLYVINYL CHLORIDE R = RADIUS R/W = RIGHT-OF-WAY TYP. = TYPICAL o= DELTA ANGLE N.E.ELEV=5.79' 5th STREET ELEV=S.ox , _ _ _ _ ,, ELEV=4.88 - -I I\ ELEV=5.43'- - - - --� O _ _ E.O.A. b p - - - - - O CERTIFY TO: N WOOD " `~ ,WOOD JENNIFER TURNER. " , t FENCE ,CONC. Qif POLE FD. 3/4 IP. I - �� 84.82' WALK �0� 7 q ,, FD. 3/4"IP. [-II / �`r7�, • GRAVEL X. P DRIVE ,, cP RI. ? :a CONC. N I N WOOD 8 DECK 8.3' ELEV -I '92'' r• .. , a. ' ' 22 5' - , 13 o REMAINDER OF LOT 37 =5.89' / CT7 o - BRICK �tO o CD (NOT INCLUDED) � -- I'l bi X / ONE STORY , 13•0' ' EDWARD A. PAC, JR. 15UILCDLI AR N GUEST 11 4 c--'.' n RESIDENCE - FLORIDA P.L.S.&M.#4734 HOUSE • �/s 6'4'� WOOD NOTE: THE PROPERTY DESCRIPTION SHOWN HEREON f AS FURNISHED T FENCE K ' 20•a' l WOOD r DECK 9'6' - , 7.7', c & HAS NOT BEEN ABS ACTED BY THE UNDERSIGNED FOR EASEMENTS ELEV N N 0.4' RIGHTS-OF-WAY OR RESERVATIONS OF RECORD. UNDERGROUND UTILITIES A/C -- 4 14.9', 4 & FOUNDATIONS HAVE NOT BEEN LOCATED SUCH INFORMATION SHOULD =5.61' ` w . w _ BE OBTAINED Sc VERIFIED BY OTHERS THROUGH APPROPRIATE TITLE 'rt._ / - — -c--.—.r -= VERIFICATION. BENCHMARK REFERENCE: 84.82' BUILDING FD. 3/4"IP. DELRAY BEACH A-72 FD. 3/4"IP. CONC. 1.0 CLEAR 1 PAC SURVEYING L,B.#8004 WALL 561-368-9037 Voice 561-368-2860 Fox pacsurvgbellsouth.net Email ELEVATIONS ARE PER NATIONAL GEODETIC 827 NW 6 Drive, Boca Raton, Florida 33486 VERTICAL DATUM OF 1929. Scale: 19 = 20' Boundary Survey For: Drawn By. EAP FINISHED FLOOR ELEV. = 7.5' LOT 38 GUEST HOUSE FLOOR ELEV. = 5.5' Date Surveyed: 11/10/11 TURNER Approved By EAP GARAGE FLOOR ELEV. = N/A Revisions: BASE FLOOD ELEV. = 7' ADD ELEVATIONS: 1-15-13 THE PARCEL DESCRIBED HEREON IS IN A ZONE A-E FINAL SURVEY.' 8-19-15 Field Book 84 Page 42 FLOOD PLAIN AS PER THE NATIONAL FLOOD This Survey Is not valid unless it is signed - Drawing Number; INSURANCE PROGRAM FLOOD RATE MAP# 1251020002D (1-5-89) and sealed with a surveyor's seal 11-6867 • M a....._ HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: October 7, 2015 ITEM: 120 NE 1st Avenue, Old School Square Historic District — Certificate of Appropriateness, Class IV Site Plan, Variances, and Waivers (2015-063) for the new construction of a two-story addition to establish office use on the existing multi-family site. I II I ��i oA GENERAL DATA: le ° co it `4,4Y�P \N , - Owner SAN Realty • Agent Silberstein Architecture Applicant Silberstein Architecture Location* 120 NE 1st Avenue I Property Size. .22 acres. l NW 2nd St NE 2n Future Land Use Map: Other Mixed Use (OMU) y g c N W Current Zoning. Old School Square Historic Arts Z Z District (OSSHAD) m Adjacent Zoning. - North: OSSHAD g South: OSSHAD NW 1st St NE 1st St I I East: OSSHAD West: OSSHAD Proposed Land Use. Mixed-Use (Multi-Family Residential I and Office) _ I J Water Service. Existing 2" main along NE 1st Avenue WAtlanticAve EAtlanticAve I tr ties into 8" main along NE 1st Street 1 r — Sewer Service- Existing 8" main along the alley a aw (a - a s[at u) n SE 1st - f� 71_ In T Cir . o-- . L - - NORTH `( I I -iu 1 ITEM BEFORE THE BOARD The itern before the Board is the consideration of a Certificate of Appropriateness (COA), Class IV Sit Plan, Landscape Plan, Architectural Elevations, Variance and Waiver requests associated with additions and alterations on the property located at 120 NE 1st Avenue, Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the west side of NE 1st Avenue between NE 1st Street and NE 2nd Street and is zoned Old School Square Historic Arts District (OSSHAD). A circa 1925 six-unit multi- family residential building remains on the site and is classified as contributing to the Old School Square Historic District. The building is situated to the northwest corner of the property, and a pea-rock parking area is located within the southeast area of the property. Previous requests on file for the property include approval of the following: • HPB Meeting of November 14, 1990: COA for repainting; window repair; installation of barrel tile on the shed roofed entrance porches, attachment of a barrel tile coping to the edge of the parapet; installation of brick pavers; landscape improvements; and, a waiver to allow parking in the front of the building. • HPB Meeting of June 20, 2001: COA 442 for site and building improvements associated with the porches, awnings, landscaping, and color changes. • City Commission Meeting of July 14, 2015: In-Lieu of Parking (2015-068) request approved for one parking space, based on the subject improvements. The subject request is a Class IV Site Plan Modification for an addition to the existing structure, and= associated site improvements as follows: • Addition: o Approximately 2,892 gross square feet of office space, consisting of four office suites each with a countertop and sink, and a complete bathroom including a shower. o Two office suites are located on the ground floor, and two office suites are above each with a mezzanine for additional work space. o Exterior stucco to be a float finish texture. o All new windows are single-light, impact rated aluminum in varying types. • Replacement of a pea-rock parking area, presently accommodating of 6 parking spaces, with a concrete paver 10 space parking area, finished in herringbone pattern. • Landscaping improvements. A variance to the side-interior (south) property line has been requested to reduce the required setback from 7'6" to 5' to accommodate the addition. A variance to the rear (west) property line has also been requested to reduce the required setback from 10' to 5'6". The plans indicate a rear setback of 7'5"; however, a 2' alley dedication is required, thereby reducing the ultimate setback to 5'6", which is the referenced setback throughout the Staff Report. Both variances are associated with the accommodation of the proposed addition. TAo_ waiver requests have been submitted, as follows: • LDR Section 4.4.24(F)(4): The maximum width of buildings fronting a street shall be 60', whereas the width of the building with the addition measures 70'wide. • LDR 4.6.16(H)(3):A 9' landscape island is required at the end of each parking aisle, whereas no landscape island has been provided adjacent to the handicap space at the southwest corner of the parking area. i20,NE 1st Avenue;2015-063 HPB Meeting October 7,2015 Page 2 of 18 Alterations to the historic structure include the installation of new windows to match the existing windows, removal of the window air-conditioning units, replacement of the existing entry doors with a single-panel fiberglass door, and installation of new entry sconces. The COA, Class IV Site Plan, Variances, and Waivers are now before the Board for consideration. SITE PLAN 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), Principal Uses and Structures: Professional Offices and Residential units are permitted. STAFF COMMENT: The proposed addition to the existing multi-family residential building consists of 2,892 gross square footage for professional office use. The office use is a permitted principal use in the OSSHAD zoning district. The existing multi-family residential use is classified as an existing non- conforming use as residential uses within OSSHAD are limited to single-family residences and duplexes. Therefore, it should be noted that the office use may not be converted to or utilized as living space, as this would increase an existing non-conformity. Pursuant to LDR Section 4.4.24(F), Development Standards, the development standards as set forth for the OSSHAD District in Section 4.3.4 apply, as follows: Requirements Standard i Existing i Proposed Lot Coverage (Maximum) -- - 40% _ 1 28.8% Open Space (Minimum) _ 25% ! _ --- j 26.7% Setbacks: +_ Front: NE 1st Avenue (East) 25' 93.4' j 66' Rear:Alley (West) 10' j 10.5" 10.5"-5'6"* Side Interior(North) 7'6" ; 1'6" 1'6" Side Interior(South)._ 7'6" 25.4' 5'* —Height (Maximum) Existing Building 35' ; 20'6"** Addition I 35' j --- I 30'** *A variance to reduce the setback requirement has been requested. **Measurement to roofline, not top of parapet. STAFF COMMENT: The chart above illustrates compliance with the required development standards, with the exception of the rear setback along the west side of the property which requires a variance from the rear setback-requirement of 10', and the side interior setback along the south side of the property which requires a variance from the side interior setback requirement of 5'6"1. The variances have been requested and are reviewed further in this report. Therefore, positive findings can be made, subject to approval of the variance. Pursuant to LDR Section 4.4.24(F)(4), except for properties identified in Sections 4.4.24(F)(1) and (2) and the Old School Square Cultural Arts Complex, the maximum width of a building fronting a street shall be limited to 60' and shall have a minimum separation of 15' between buildings fronting a street in a development site that contains more than one structure. 120 NE 1si Avenue;2015-063 , HPB Meeting October 7,2015 Page 3 of 18 STAFF COMMENT: The front elevation of the existing building presently measures 49.8' wide; a wide portion of the existing building will be removed in order to accommodate the addition, whicf measures 25'6" wide. The resulting width for the front elevation will measure approximately 70'4", thereby requiring a waiver to the maximum width of 60'. The waiver request has been submitted and is • analyzed further in this report. Pursuant to LDR Section 4.4.24(F)(5), the floor area for the third floor shall be limited to 50% of the second floor area and the building setbacks or planes of the fagade are offset and varied to provide visual relief. STAFF COMMENT: It is to be noted that while the exterior massing appears to provide for three floors, the mezzanine area does not count as a floor (per the Florida Building Code), and therefore, is not required to be offset or varied to provide visual relief. Pursuant to LDR Section 4.4.24(G), Supplemental District Regulations: Supplemental district regulations as set forth in Article 4.6 are applicable. STAFF COMMENT: A review of Article 4.6 is provided further in this report. Pursuant to LDR Section 4.4.24(G)(3), Supplemental District Regulations, all parking, except for single family homes and duplexes, shall be located in the side or rear yard or adjacent to a rear alley. No such parking shall be located in the area between any street and the closest building or structure. Where there are existing buildings or structures, the Historic Preservation Board may waive this requirement during the site plan review process, provided that it is determined that compliance is not feasible and that the character of the area will be maintained. If approved, such parking shall be substantially screened from off-premises view by a hedge or decorative fencing. STAFF COMMENT: The existing parking area is located at the front of the property. The proposal expands the parking area from 6 spaces to 10 spaces to accommodate the required parking associated with the office use. However, this expansion at the front of the property and between the existing structure and the street requires a waiver by the Board. In considering the waiver, the Board is to determine that compliance (parking to the side or adjacent to the rear alley) is not feasible, and that the character will be maintained and not compromised by permitting the parking at the front. Considering the placement of the historic structure on site and the current parking area location, Staff supports the Board waiver to this requirement as an alternative parking location is not feasible and the character of the site will not be compromised by expanding the parking and replacing the pea rock with an appropriate paver. • Pursuant to LDR Section 4.4.24(G)(3), 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. This requirement may be reduced to one parking space per 400 sq.ft. of net floor area, or by at least one space, where there is a mix of residential and office use in the same structure. STAFF COMMENT: The existing parking area, if it were appropriately finished and striped, can • accommodate six parking spaces.While this is deficient for the 6 unit multi-family residence on site, it is an existing non-conformity. Therefore, the amount of parking spaces required is for the office space. Being that there will be a mix of office and residential uses on site, the parking requirement may be reduced to 1 space per 400 net square feet of office use. The net square footage of the proposed office •• use measures approximately 2,193, thereby requiring 5 spaces (2,193/400=5.48). The parking area i20 NE 15t Avenue;2015-063 HPB Meeting October 7,2015 Page 4 of 18 accommodates 10 spaces; six spaces are required for the residential units, and 5 for the office use. As noted in the Background section of this Staff Report, the City Commission approved an in-lieu of parking space for this one space deficiency at its meeting of July 14, 2015. Therefore, positive findings can be made as the required parking has been provided. Article 4.6, Supplemental District Regulations Pursuant to LDR Section 4.6.6(C)(1), Restrictions on Outside Usage, dumpsters, recycling containers, and similar service areas must be enclosed on three sides and have vision obscuring gates on the fourth side, unless such areas are not visible from any adjacent public right-of-way. STAFF COMMENT: The site plan indicates that trash bins will be provided within an alcove along the south side of the addition and rolled out to the alley for pick-up. The alcove is open on just one side, thereby meeting this requirement for screening. Pursuant to LDR Section 4.6.8, Lighting, all developments/redevelopments are encouraged to utilize energy efficiency lighting. Pursuant to LDR Section 4.6.8(A)(2), Cutoff Luminaire Required, all perimeter exterior lighting shall be full cutoff luminaries to minimize spillover on adjacent properties. In order to decrease urban glow, no luminaries shall be directed upwards. Pursuant to LDR Section 4.6.8(A)(3), Illumination Standards, the following illumination standards shall be adhered to: Maximum Minimum Av /Min Req'd Proposed Req'd Proposed Req'd Proposed Multi-Family Parking 4 fc 3.85 fc 0.3 fc 0.52 2.09:.52 Commercial Parking 12 fc 1.0 3:1 Building Entrance 10.0 18.4 1. .1 3:1 3.79:.1 STAFF COMMENT: The proposed lighting for the site consist of two freestanding fixtures at each side of the parking area, five wall sconces (2 at the rear of the addition and 3 on the front of the historic structure), and six recessed lights within the entry roof overhangs on the front of the historic structure. The two freestanding fixtures, however, are not consistent with the architectural style of the historic structure and should be revised to an appropriate fixture and post. This has been added as a condition of approval. The proposed lighting levels noted above are for parking lots associated with multi-family residential developments and commercial uses, whereas the building entrance requirement is general for all uses and not specific to any use. While the lighting levels do not entirely meet the requirements, the primary intent is to minimize spillage onto adjacent properties while providing an appropriate level on site for safety and security reasons. The perimeter lighting is sufficient and will not impact the adjacent properties, while the lighting within the parking area provides a balance between the required levels for the two uses. However, the lighting levels at the entrance appear to significantly exceed the maximum amount and consideration should be given to reducing these levels if the lights are automated and not individualized by the adjacent units. This has been added as a recommended condition of approval. Pursuant to Section4.6.9(C)(1)(c)(3), Number of Parking Spaces Required, General Provisions, Bicycle Parking, bicycle parking facilities shall be provided in a designated area and by a fixed or stationary bike rack for any non-residential use within the City's TCEA which, through the development review process, is determined to generate a demand. 120 NE 15t Avenue;2015-063 HPB Meeting October 7,2015 Page 5 of 18 STAFF COMMENT: The site plan illustrates the provision of three bike racks each of a loop sha which holds two bikes each. The amount of bike space provided is sufficient for the mixed-use site, there is sufficient space for visitors to the site, and each residential or office unit may also opt to store their personal bicycle inside, as opposed to utilizing the rack. Pursuant to LDR Section 5.3.1(D), Right of Way Dimensions, the required right of way width for NE 1st Avenue, which is a Local Road, is 50', while the required width for alleyways is 20'. STAFF COMMENT: The measurement to the center line of NE 1st Avenue is 20', whereas 25' is required to accommodate 50'. Therefore a 5' right of way dedication is required. A sidewalk exists on site which is located within the 5' to be dedicated. The existing alley dimension is 16', whereas 20' is required. Therefore, a 2' right of way dedication would typically be required along the entire width of the property, which is half of the balance needed to achieve 20'. However, the historic structure is located just 10.5" from the property line, and would be within the area to be dedicated. Therefore, a 2' alley dedication will be required for that portion of the property between the existing building and the south property line. Additionally, the portion of the alley adjacent to the subject property will be required to be • repaved, with the existing pavers removed from within the right of way. The dedication and repaving are noted as a condition of approval. 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)(5): (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: Pursuant to LDR Section 4.3.4(K), the side-interior setback for structures is seven feet, six inches (7'6"), whereas five feet (5') is proposed. The submitted justification statement states the following: "...adjacent properties have been allowed a 5'-0"side yard setback Due to the size and location of the contributing building, the only location for the new addition is on the south side of the property and with a 7'-6" setback the office spaces would be un-rentable due to their limited size." 120 NE 1st Avenue;2015-063 HPB Meeting October 7,2015 Page 6 of 18 The complete statement is attached. . STAFF COMMENT: As previously noted, the requested variance to the side-interior (south) yard - setback would reduce the setback to from 7'6" to 5'. The location of the addition to the side of the historic structure is appropriate. While an addition could be accommodated without a variance as there is approximately 25' between the historic structure and the south property line, the historic siting of the structure should be considered as it is significantly setback from the front of the property. If the historic structure were sited closer to the front, this would leave room for an addition to the rear of the structure that would likely not require any variances. Given the above, it is evident that special conditions and circumstances exist due to the historic nature of the existing structure, and the siting of an addition to the side of the historic structure is necessary to maintain the historic character of the property which is not contrary to the public interest. While literal interpretation of the requirements would be to reduce the addition by 2'6", this reduction would not have an impact on the historic character, therefore, the preservation of the historic character can be achieved either by requiring the 7'6" setback or by permitting the 5' setback. It should be noted that the property to the south consists of one-story historic structures which have been adaptively reused as offices. Their proximity to the common property line is also less than 7'6", as a variance was granted by the Board in 2005. Last, the requested variance assists in the adaptive reuse of the property which will provide for a mixed-use of office and residential on site. Given the above, Staff recommends approval of the variance request as positive findings can generally be made pursuant to LDR Section 2.4.7(A)(6), in consideration of the historic siting of the historic structure. Pursuant to LDR Section 4.3.4(K), the rear setback for structures is ten feet (10'), whereas seven feet, six inches (7'6") is proposed. The submitted justification statement, which is applicable to the side yard variance, states the following: "...Due to the size and location of the contributing building, the only location for the new addition is on the south side of the property and with a 7'-6" setback the office spaces would be un- rentable due to their limited size." The complete statement is attached. STAFF COMMENT: The proposed addition is situated 7'6" from the existing rear property line, whereas a rear setback of 10' is required. The encroachment into the rear setback permits the proposed addition to be further setback from the front, however, the required setback could be achieved if the addition were reduced in size. Similar to the other variance request, it can also be considered that the proposed addition could comply with the required setbacks if the existing historic building were in compliance with the required Development Standards and likely situated more forward on the property, closer to the front to have an improved presence along NE 1st Avenue. Given the location of the historic structure and site constraints for additional space, the requested variance is the minimum necessary to maintain the character of the site. The variance does assist in the adaptive reuse of the site by providing additional space to the rear of the property. Literal interpretation of the requirement could be achieved with the provision of a 10' rear setback, which would not have any impact on the historic structure given that the addition is constructed to the front of the historic structure. However, the granting of the subject variance would not have an impact on the historic character as the existing structure is just 10"from the rear property line, whereas the addition is proposed at 7'6". The requested variance is not necessary to accommodate an appropriate adaptive reuse of the historic site, but it does assist in this accommodation given the existing site constraints and 120 NE 1st Avenue;2015-063 HPB Meeting October 7,2015 Page 7 of 18 limitations for additions to be appropriately built on site. Given the above, Staff recommends approval of the variance request as positive findings can generally be made pursuant to LDR Section 2.4.7(A)(6), in consideration of the historic siting of the historic structure. WAIVER 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. Pursuant to LDR Section 2.4.7(B)(5), prior to granting a waiver, the approving body shall make a finding that the granting of the waiver: (a) Shall not adversely affect the neighboring area; (b) Shall not significantly diminish the provision of public facilities;. (c) Shall not create an unsafe situation; and, (d) Does not result in the grant of a special privilege in that the same waiver would be granted under similar circumstances on other property for another applicant or owner. STAFF COMMENT: The Waiver criteria noted above is utilized in analyzing the waiver request, as provided below. Pursuant to LDR Section 4.4.24(F)(4), the maximum width of a building fronting a street shall be limited to 60'. The submitted justification statement states the following: "The location of the historic building and the required parking on the site leaves no other alternative but to locate the building where it is. If we had to make the building narrower the rentable area would become too small to be economically feasible." The complete statement is attached. STAFF COMMENT: The front elevation of the building, inclusive of the proposed addition, will measure approximately 70'4", thereby requiring a waiver to the maximum width of 60'. In consideration of the waiver criteria above, the request to expand the front elevation may be supported given the historic placement of the existing structure and limited options for expanding. The addition is offset and therefore does not provide a front elevation with a flat front wall, and therefore, the expanded width would not affect the neighboring area. The provision of public facilities would not be impacted, and an unsafe situation would also not be created by the granting of the waiver. The request to span more than 60' in total width should not be considered a special privilege in that it is assisting in the adaptive reuse of a historic property by adding on in an appropriate location on the site, which is always considered in other similar circumstances with historic properties. • Given the above, the increased building width for the front of the building from 60' to 70'4" can be supported, and positive findings to LDR Section 2.4.7(B)(5) can be made. 120 NE 1st Avenue;2015-063 • HPB Meeting October 7,2015 Page 8 of 18 LANDSCAPE PLAN ANALYSIS Pursuant to LDR Section 4.6.16(A), [Landscape Regulations, Purpose], the objective of this article is to improve the appearance of setback and yard areas in conjunction with the development of commercial, industrial, and residential properties. This includes off-street vehicular parking and open-lot sales and service areas in the City. The objective is to protect and preserve the appearance, character and value of the surrounding neighborhoods and thereby promote the general welfare by providing minimum standards for the installation and maintenance of landscaping. STAFF COMMENT: The site presently consists of minimal landscaping primarily consisting of grass, accent and shade trees, and hedges. The existing Live Oak, Majesty Palms, Montgomery Palms, and a Green Buttonwood will remain. Two Gumbo Limbos will be relocated within the site. The new landscaping will provide additional trees, shrubs, and groundcover to further accent the historic property. Technical review for compliance with the subject Landscape Regulations has been found to be complete, with the exception of compliance with. LDR Section 4.6.16(H)(3), which requires that landscape islands have a minimum width of nine feet (9'), exclusive of curbing with a minimum planting area of one hundred and thirty-five square feet(135 SF). The plans do not provide a terminal landscape island adjacent to the handicap parking space. Therefore, a waiver to this requirement has been requested and is analyzed further in this report. Given the above, positive findings can be made with respect to the Landscape Plan subject to approval of the aforenoted waiver. WAIVER 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. Pursuant to LDR Section 2.4.7(B)(5), prior to granting a waiver, the approving body shall make a finding that the granting of the waiver: (a) Shall not adversely affect the neighboring area; (b) Shall not significantly diminish the provision of public facilities; (c) Shall not create an unsafe situation; and, (d) Does not result in the grant of a special privilege in that the same waiver would be granted under similar circumstances on other property for another applicant or owner. STAFF COMMENT: The Waiver criteria noted above is utilized in analyzing the waiver request, as provided below. Pursuant to LDR Section 4.6.16(H)(3), Vehicular Encroachment, landscape islands are required to be a minimum of 9 feet in width exclusive of the curb width. The submitted justification statement states the following: "The location of the historic building and the required parking on the site leaves no other alternative but to locate the building where it is. If we had to make the building narrower the rentable area would become too small to be economically feasible." 120 NE 1st Avenue;2015-063 HPB Meeting October 7,2015 Page 9 of 18 The complete statement is attached. STAFF COMMENT: The waiver request to eliminate the landscape island adjacent to the handicap space has been submitted. The justification for the request can be considered in that the landscape area would be between the handicap access panel and the building entrance, whereas there is significant landscaping throughout the balance of the property. In consideration of the waiver criteria, the landscape island elimination would not adversely affect the neighboring area as the location is to the southwest corner of the parking area, and will not create a visible impact from the right of way. The provision of public facilities will not be impacted, and the elimination of the landscape island will not have an impact on safety, as it will assist in providing a more clear and direct access to the office use. The granting of the subject waiver may be deemed to be a special privilege, however, given the existing constraints regarding the limited area to place an • addition on the site, special considerations should be given for this site, and others under similar situations. The required parking islands have been provided towards the front of the property and will assist in screening of the parking area Given the above, the elimination of the landscape island will not have an adverse effect on the site, and positive findings to LDR Section 2.4.7(B)(5) can be made. ARCHITECTURAL ELEVATIONS SECTION 4.5.1 HISTORIC PRESERVATION DISTRICTS AND SITES Pursuant to LDR Section 2.4.6(H)(5), [Procedures for Obtaining Permits and Approvals, Certificate of Appropriateness for Individually Designated Historic Structures and all Properties Located within Historic Districts, Findings], 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. STAFF COMMENT: In accordance with the above, the aforenoted criteria has been analyzed • throughout this report. Pursuant to LDR Section 4.5.1(E), [Historic Preservation Sites and Districts, 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. STAFF COMMENT: In accordance with the above, the aforenoted criteria has been analyzed throughout this report. Pursuant to LDR Section 4.5.1(E)(2)(b)2., [Major and Minor development]: The subject proposal is classified as 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." STAFF COMMENT: In accordance with the criteria above, the subject proposal has been reviewed as Major Development, as the addition consists of more than 25% of the existing square footage of the multi-family building. 120 NE 1st Avenue;2015-063 HPB Meeting October 7,2015 Page 10 of 18 Pursuant to LDR Section 4.5.1(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. STAFF COMMENT: The existing parking area, finished with pea-rock, is located at the front of the property with access gained from NE 1st Avenue. The proposal will replace the pea-rock with concrete pavers and increase the parking area to accommodate additional spaces. The material is appropriate, and while the location is at the front of the property, it is appropriate given the historic location of parking at the front, and the lack of options resulting from the siting of the historic structure to the back of the property. Pursuant to LDR Section 4.5.1(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. Standards 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) 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) STAFF COMMENT: In consideration of the applicable Standards noted above, the proposal partially meets their intent. The properties historic use will be maintained while adding office use to the site within the new addition. The addition should be capable of requiring minimal change to the building, site, and environment, which has been met. However, the historic character of the property has the potential to be compromised with the addition if constructed as proposed, due to the difference in scale and mass of the addition. While it is required that the addition be differentiated, it is also required to be compatible with "massing, size, scale, and architectural features to protect the integrity" of the historic property. The compatibility has not been achieved, requires revisions prior to approval. This is further evaluated within the Visual Compatibility Standards review below. Pursuant to LDR Section 4.5.1(E)(8)(a-m), [Visual Compatibility Standards], new construction and all improvements to both contributing and noncontributing buildings, structures and appurtenances thereto within a designated historic district or on an individually designated property shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply 120 NE 1st Avenue;2015-063 HPB Meeting October 7,2015 Page 11 of 18 the visual compatibility standards provided for in this Section with regard to height, width, mass, scales façade, openings, rhythm, material, color, texture, roof shape, direction, and other criteria set fort• elsewhere in Section 4.5.1. Visual compatibility for minor and major development as referenced in Section 4.5.1(E)(2) shall be determined by utilizing criteria contained in (a)-(m) below. (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. (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 colo 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. (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. 120 NE 1s`Avenue;2015-063 HPB Meeting October 7,2015 Page 12 of 18 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: The proposed addition strives to meet the criteria yet does not meet its intent and would be better suited as a stand-alone building or addition outside of a historic district. However, given the circumstances, the above noted criteria are applicable and should be further considered in the design. Height is to be appropriate and compatible with the height of other buildings within the historic district; the district, particularly NE 1st Avenue is primarily comprised of lower scale one and two-story structures. The proposed height of the addition, while permitted, gives the appearance of a three-story addition, yet the exterior details are not applied as such, thereby making the addition appear much larger in scale and mass. However, if the wall-planes were broken up on the upper section where the interior mezzanines are located this would greatly assist in visually providing a more appropriate height. The proportions of the addition are not in keeping with the historic structure on site. The upper-story proportions of the addition should be complimentary and similar to those of the historic structure, whereas they are larger than the historic structure. In addition, the window types and styles are disproportionate and should also take the historic details into consideration. These proportions lend themselves to an incompatibility with respect to the rhythm of solids and voids on the addition. In consideration of the scale, the proposed building mass in relation to that of other historic buildings within the historic district is not compatible, primarily due to the second floor massing and lack of additional historic details in the design. The architectural style of the addition has similarities to the historic structure, yet is not definitive of the Mediterranean Revival style. The historic structure is very simple and understated for this style, which is where the addition could take advantage and emphasize such detailing and features. Regarding the visual compatibility of the addition to the historic structure, there are specific requirements which have partially been met such as the location of the addition to the side of the historic building. However, the addition is not secondary or subordinate to the main mass of the historic structure and is overwhelming. Based on the comments provided above, positive findings cannot be made, and revisions are suggested to the addition. • REQUIRED FINDINGS Pursuant to LDR Section 3.1.1, [Required Findings], prior to the approval of development applications, certain findings must be made in a form which is a 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. (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. 120 NE 1st Avenue;2015-063 • HPB Meeting October 7,2015 Page 13 of 18 STAFF COMMENT The subject property has a FLUM (Future Land Use Map) designation of OMI1_ (Other Mixed-Use) and zoning designation of OSSHAD. The zoning district is consistent with the OW_ 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 in 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. 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 addition to accommodate office use would result in an increase of 74 new daily trips. Solid Waste: Solid waste generation will increase from 11.4 (6 residential units x 1.9) tons per year tc 19.2 tons per year (2,892 total office square feet x 5.4/2,000=7.8 tons per year). The Solid Wast= 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 and water run-off will be accommodated by the existing exfiltration system on site. There should be no impact on drainage as it relates to this level of service standard. (C) CONSISTENCY: A finding of overall consistency may be made even though the action will be in conflict with some individual performance standards contained within Article 3.2, provided that the approving body specifically finds that the beneficial aspects of the proposed project (hence compliance with some standards) outweighs the negative impacts of identified points of conflict. STAFF COMMENT As described in Appendix A, a positive finding of consistency can be made as it relates to Standards for Site Plan Actions, subject to compliance with the recommended direction. • A review of the objectives and policies of the adopted Comprehensive Plan was conducted and the following applicable objectives or policies were noted: Future Land Use Objective A-1 Property shall be developed or redeveloped, in a manner so that the future use, intensity and density are appropriate in terms of soil, topographic, and other applicable physical considerations; encourage affordable goods and services; are complementary to and compatible with adjacent land uses; and fulfill remaining land use needs. 92Q NE 1st Avenue;2015-063 ' HPB Meeting October 7,2015 Page 14 of 18 STAFF COMMENT The adaptive reuse of the subject property by adding office space to the multi- family residential structure is consistent with the subject Objective. With respect to the adjacent land uses, the property is surrounded by a mix of uses, including successful adaptive reuse projects from residential to office at both the north and south, residential uses to the east, and a single-family residence and the Delray Beach Historical Society to the west. The property is in a mixed-use zone and the proposed uses will complement the neighborhood while providing much-needed office space for small businesses within the city's thriving downtown area. The proposed use is appropriate and thereby consistent with the subject objective. Future Land Use Objective A-4 The redevelopment of land and buildings shall provide for the preservation of historic resources. The objective shall be met through continued adherence to the City's Historic Preservation Ordinance and, where applicable, to architectural design guidelines through the following policies: Future Land Use Policy A-4.1 Prior to approval or recommending approval of any land use or development application for property located within a historic district or designated as a historic site, the Historic Preservation Board must make a finding that the requested action is consistent with the provisions of Section 4.5.1 of the Land Development Regulations relating to historic sites and districts. STAFF COMMENT The proposed addition assists in the adaptive reuse of the historic multi-family residential property, thereby providing for the preservation of a historic resource in the Old School Square Historic District. However, as indicated in this report, positive findings with respect to LDR Section 4.5.1 have not been made as there are concerns regarding the appropriateness of the addition as presently designed. As a result, the proposal cannot be deemed to be consistent with this Objective and Policy. REVIEW BY OTHERS The Pineapple Grove Main Street considered the subject development proposal at its meeting of May 27, 2015, and recommended approval. The Community Redevelopment Agency (CRA) considered the subject development proposal at its meeting of May 28, 2015, and recommended approval. The Downtown Development Authority (DDA) considered the subject development proposal at its meeting of July 13, 2015, and recommended approval. Courtesy notices were provided to the Delray Citizens Coalition and the Delray Beach Chamber of Commerce. Public Notices for the variance were mailed out on Friday, September 25, 2015 to all property owners within a 500' radius of the subject property. ASSESSMENT & CONCLUSION The proposal to provide office use to the multi-family residential site is an appropriate way of achieving a mixed-use development on a historic site. The provision of smaller office units within the City's downtown is also desirable and appropriate within this transitional and mixed-use zone. However, the overall design of the addition required revisions in order to provide for an appropriate and compatible solution for the new construction. 120 NE 1st Avenue;2015-063 HPB Meeting October 7,2015 Page 15 of 18 ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness, Class V Site Plan, Architectural Elevations, Landscape Plan, Variances, and Waivers, (2015-063) for 120 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 the criteria set forth in the Land Development Regulations. C. Move denial of the Certificate of Appropriateness, Class V Site Plan, Architectural Elevations, Landscape Plan, Variances, and Waivers, (2015-063) for 120 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 is inconsistent with the Comprehensive Plan and does not meet the criteria set forth in the Land Development Regulations. RECOMMENDATION By Separate Motions: Variance: Side-interior Setback Approve the variance to LDR Section 4.3.4(K), to reduce the side-interior (south) setback requirement to 5' whereas 7'6" is required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance: Rear Setback Approve the variance to LDR Section 4.3.4(K), to reduce the rear (west) setback requirement to 7'6 whereas 10' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Waiver: LDR Section 4.4.24(F)(4) Move approval of the waiver to LDR Section 4.4.24(F)(4), to permit the width of the front elevation at a measurement of 70'6", whereas the maximum width permitted is 60', by adopting the findings of fact and law contained in the staff report, based upon a failure to make positive findings to LDR Section 2.4.5(B)(5). Waiver: LDR Section 4.6.16(H)(3) Move approval of the waiver to LDR Section 4.6.16(H)(3), Vehicular Encroachment, to eliminate the required landscape island from nine feet (9') adjacent to the handicap space, by adopting the findings of fact and law contained in the staff report, based upon positive findings to LDR Section 2.4.5(B)(5). COA and Site Plan • Approve the of the Certificate of Appropriateness and Class V Site Plan (2015-063) for 120 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 the criteria set forth in LDR Sections 2.4.5(F)(5) and 2.4.6(H)(6), subject to the following conditions: 1. That the freestanding light fixtures be revised to an appropriate style for the historic property; 2. That the lighting levels at the entrance be reduced to meet the maximum footcandles for building entrances; 3. That the 5' right of way dedication for NE 1st Avenue be accepted by the City Commission priom to the issuance of a building permit; 120 NE 15t Avenue;2015-063 HPB Meeting October 7,2015 Page 16 of 18 4. That the 2' alley dedication be accepted by the City Commission prior to the issuance of a building permit; 5. That all signage be applied for and approved by the HPB separate from the subject Site Plan; 6. That four complete sets of revised plans which include revisions and/or additional plans and information in accordance with the conditions of approval be submitted in anticipation of site plan certification. Landscape Plan Approve the Landscape Plan (2015-063)for 120 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 the criteria set forth in LDR Section 4.6.16, subject to the following conditions: Architectural Elevations Continue the Architectural Elevations (2015-063)for 120 NE 1st Avenue, Old School Square Historic District with the following direction: 1. That the front elevation of the addition be proportionately detailed similar to the historic structure on site; 2. That the windows be revised to provide proportionately appropriate openings and provide appropriate types; 3. That window specifications be provided which provide details and a cross section of the proposed windows in both the historic structure and the addition; 4. That the specification is provided for the proposed doors on the historic structure and not consist of a single, solid-panel; 5. That the exterior of the mezzanine level be setback to breakup the wall planes; 6. That the addition provide a more integrated appearance with the historic structure; and, 7. That additional detailing be provided on the addition which is appropriate to the style. Report prepared by: Amy E. Alvarez, AICP, Senior Planner 120 NE 1st Avenue;2015-063 . HPB Meeting October 7,2015 • Page 17 of 18 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, subject to revisions to the design which will create an unwarranted distraction due to its incompatibility. 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 i 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 12Q NE 1st Avenue;2015-063 HPB Meeting October 7,2015 Page 18 of 18 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 Meets intent of standard X, the existing 6 residential units will remain on site. 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 120 NE 1st Avenue {{{ Looking West ,.')'t` , ' .•- ,. 4 t _ ' ':i:'... rr,• N � � ,_4 M••,� 1` j IY 'J. ,t_ s,:..) '�. } ti,.. , 1"..r;.., Viiflz 1...... ' � { Il,.) , R'•L i 'j IA i Ali ij i,t a, fi�.+c / C'+r t ft t tyE r r '^�t ..,f . :�� , a ill..l • N �. *,. •sar -x,t ^'^""' , ^'� !i #S `!f ri` ' , k 1 Al If NO 1~ r:, 1• f • ' •/ t •, , t ,,, .:4-- Yx'' ,-,• -, '. A' ..:.•• �r li air "Y,fA`y'xt° ; 'R.�., ) • 't fy�' ��, r ,. 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'k ''', '`4,. . ?•' y 1 ..',,y �fr••,•:, ... � ' �-fr, ,,,•, �.r r„"r'�„r. ' .'. ' ''* �'M} y5}u3x rv- 4 r'dZ • wad �,i ✓' -.• � •' „yt i�r �,w, v;'v A"Y, ce a "'o , 1 a �y, ( F:�i•� ^ +c r a!r �q Se?S:r'�.j a`4 xt .:y; i -...,-,-1„ ,,,,,,,-; ✓'' d 7a i pc,, , 'r,Jl uH•,'w '"•a' r . 1 $ .1 4 y ; 01,',.. jrl^,�T,t ,V ., +. ,,4",:.,tL r•t r, ark k ',''ir '�: -. P 'A 's s '1 fr'wa J '� t f ,44100 p4,0, t '? r y, ''.: vy Mr p" m ..i.. r, t ,It i n q? , f I � l Y ..i` fii o:., ,tc` ,' s�'',A ✓.'7,, '.,r,v y „r•!'�• w % S,4' M G.. �� c.t r,y;`i i+,P,i�."i •!u a a.,'iit , �,•' !'. •, r4 !° T?a„r 4*VY�`' 1'rt.,, 46,-'-dr. , ,,,i 11• East side of street,facing Northeast • is 1 `"'x� . ;, • a w .ov , . . i a S.•' ,Kra '0 ....... x�.:li _' '*- YAS A. G a` maxi i f� t`1116 J . .ui.,� .: • /m� +1 � a,r.t itn^.;�Sfik�.�a�,tk +7!"�!Y!?9"'nY"`r_ ,�; ,j°�'n 1( • �rA•l�>.'.W,inil:Nic+b•yRt.t.:9 1-' t•,f • B ,p[? Y J. r.s,M,nlYl.:,:Y.rb}P.'•" Y _ .. •�� Y • 1 I` ft t .�:♦• -.•,,,..",a..ti4, s:..w : "Or• ..y ` f 4 ' � :'' r v w.ir nv.a - „" •� ••. ,1r� 'Girl • ��i.a.., �6,, •P. t. SILBERSTEIN ARCHITECTURE Date: November 26, 2014 To: Delray Beach Historic Board • From: Jeffrey Silberstein Silberstein Architecture Re: 120 NE 15t Ave. Variance Request To Whom It May Concern, We request a variance for the required 7'-6" side yard setback, and we request the setback be 5'-0". Adjacent properties have been allowed a 5'-0" side yard setback. Due to the size and location of the contributing building,the only location for the new addition is on the south side of the property and with a 7'-6"setback the office spaces would be un-rentable due to their limited size. Sincerely, Jeffrey Silberstein • 524 NE 2 ND STREET DELRAY BEACH FLORIDA 33483 T 561 276 9393 WWW.SILBERSTEINARCHITECT.COM LICENSE#AA26000778 SILBERSTEI \I ARCHITECTURE Date: September 25, 2015 To: Delray Beach Historic Board From: Jeffrey Silberstein Silberstein Architecture Re: 120 NE 1st Ave.Variance Request To Whom It May Concern, We request a variance for the required 7-6" rear yard setback,and we request the setback be 5'-6". Due to the 2'-O" alleyway dedication for the new addition. A 2'-0" dedication is not required for the non-conforming existing building since it's setback is 10.5"from the property line. S ncer ly, J ffr y Silberstein 524 NE 2 ND STREET DELRAY BEACH FLORIDA 33483 T 561 276 9393 WWW.SIL BERSTEINARCHIT ECT_COM LICENSE#AA26CO0778 S I L B E R S T E I \ ARCH 1 T E C T U R E Date: November 26, 2014 To: Delray Beach Historic Board From: Jeffrey Silberstein Silberstein Architecture Re: 120 NE 1st Ave. Waiver Request To Whom It May Concern, We request relief from the following requirements: 1. LDR Section 4.4.24(G)(3) requires parking to be in the side or rear setbacks of the property. Parking for the contributing multi-family residential building is currently located in the front setback of the property. 2. LDR Section 4.6.9(D)(3)(b) requires the driveway to be 24'wide. Proposed driveway is 20' as recommended by the Historic Preservation Board Sincerely, Jeffrey Silberstein 524 NE 2 ND STREET DELRAY BEACH FLORIDA 33483 T 561 276 9393 W W W.SILBERSTEINARCHITECT.COM LICENSE#AA26000778 LU N rd3 L S b W 6 N Y 120 NE 1st Ave. �--- �� � W �a Delrayl FEBBeach, FL 33444 p , 8 2015 }0 n _ &ZONING _ U 0 1 z I LLJ LLB W � J co c` J o ui SILBERSTEIN ARCHITECTURE ENVIRODESIGN DAVE BODKER Nm ARCHITECTURAL CIVIL LANDSCAPE z o-1 N W CV-1.0 Cover Sheet 1 of 6 Paving and Drainage Plan L-1 Landscape Development Plan A-1.0 Site Plan&Statistics 2 of 6 Paving and Dral:,age Details L-2 Landscape Details A-1.1 Composite Utility Overlay Plan 3 of 6 Paving and Drainage Details • ' :q , • P 4.w/Door Schedules 4 of 6 Paving and Drainage Details ,,,„L„Nab/,,a„,,,m„„„ A A-1.3 Photometric Plan 5 of 6 Water&Wastewater Details % z e'• ' - • • s 6 of 6 Pollution Prevention Plan 9A P1N11¢McIY l 12214 FMa(Y1� • L W:FN 14N9615 1X15 0. CV-1 .0 PRIM DATE FEB.17,2015 rimm """ "mwa- zo 20 LEGAL DESCRIPTION: FLOOD ZONE: � COMM 2 PANEL 0004 SUFFIX D ', � -.1`` •":ss'::""•M` Fe re GRAPHIC SCALE (In Feet) LOT 13,BLOCK67, CITY OF DELRAY BEACH(FORMERLY .,� 1 inch = 20 ft. LINTON), ACCORDING TO THE PLAT THEREOF,AS RECORDED IN PLAT BOOK 1,PAGE 3,,QF THE PUBLIC -NE 2nd St m Martin Luther King Jr Dr ENE; RECORDS OF PALM BEACH COUNTY,'FLORIDA zvi + O N.E. 2nd STREET a ' }� Fi REVISIONS: V:J:.a Kt ,e. Q. a 1. LOCATE FEATURES IN RIGHT OF WAY:12/1/2014 ------ --------- D SITE' 50 T ,, -i}= < NE1stSt NE 1st p W Cr) N FOUND P-K NAIL/DISC a m O Z J o: 0 ti l— W W o p N Cr N II- (NI Z . � o = LOT12 Z ¢ Qw H u `?O BLOCK 67 �W LOCAT/ON MAP�rra W W m W N Pa 1VICF �202i� �,�g9 1.00 1950 �90� Oci ;. :`. ORIGINATION BENCHMARK+ z >_ ix — ` co co (BAST Y' 1 " . , \$ PALM BEACH COUNTY BRASS DISK c( p �y `" Q J SWWTEEN• Q zo• o 36.6' -I- g1 2i� 93.5' f aye 90 20.00' _: ",` N.G.V.D.1929ELEVAnON=22276 Z ' 0• Id'�• SEE BUILDING I t N9 s ¢.' .,• 'r' v' \ J O _ .W T TIE DETAIL t f • oo. a. :1,• 0 op z 4.0' 30 CONCRETE X' :i g j Z•• :,4 PULPING o III:: ::::: LOT 13 #4 • r`8o z; wow BUILDING TIE DETAIL w I .M_,E. ' 4 w - . .. w (NOT TO SCALE) w zo2 • :; !�. ai #120 " , .:: :.::: BLOCK 67 ••.4:..;�. a 1 : ,:. �� 2Q33 ";6 i • Co • • O I 2p:2: :: 43• " ' • 0:Zi, q <• g Ord: • ' w a PROPERTY LINE •.' 4 • f fig. 4 3. f •.:`2• .J U.1 G� •�: . c.i WATER 0 1 LBUILDINGLINEJ • to M ¢ FINISH FLOOR METE?EB$ =} G12850 }--4 :a - •1 t ELEVATION=20.51 w 1-';'.:: : :''''' ::•::•::•::..:::_•. .....;::::•:•::•::•.:•::::::::.:•::::.:•::.•:::::: r-. O 1 w 0 • '.•.- W - o �� [-H U• �•� b 1 jK Lg.., '' �+EX W 0.9'E aiir 10-082014 Q f ; 4 • �•® 4.2' a q CEO IQ O F• �/ix 7- scare 1"=20' OF1 of - 10.2 :93.4 .............................. • • z • w ............................... ................................ c., 18.5 g. . _.33. ,�51 : . r—+I c ,,��/� �' W N " • ..��� ei!z1 " II �9 :.GRAVEL.:: ;.�3•zP...:: :::::: �_� ;:.:: a � z . H ' DRIVE o'.`: W II:rtB...:�: •oLI- [MIXING:. tr, g -�`: vow' �I rI � ���# . g .J....: •I . .ws'- 44 o m rn . I► ► PAVERS 1$. - �, • W� '>, .�. � I���������t/`�•::::::: :::::::::::':::: : ':::: � � o • Ito: �i-} #120 w • Q` • I.8' F� ' ¢ z • ':,:•�-�'rr:•k V.., 1.11 4 >, — tIn o III : _ 4 0 oo N N 0. E•+ < 7r a s7. -Z �f � r on r-�rr r—lr— 2Q' >\9 0 ' g .-• 20.00 '�:....' <- I-ul 3.0 f E••¢, $3�: • BUILDING ~ . a W W 20�R '1g +�g`t2 f \9�9. `�/ a;; ;moo�:.:' .'1 • N LINE w �z 131.00' N� r.. r,�tre • o�.s.., i W © H cj 16.0' , ova • LOT 14 <�� , : • • I W BLOCK 67 ci 0 � i� f ;/� �,� C/1 ABBREVIATION DESCRIPTION:aci WW A/C AIR CONDITIONER , . : O CENTERLINE - _ • C4 x S. IDENTIFICATION 'N aq LB LICENSED BUSINESS ` .- NOTES. NAV.D. NORTHAMERICANVERTICAL DATUM • AV._ cn 1. tkGAL DESCRIPTION PROVIDE BY CLIENT - N.G.V.D. NATIONAL GEODETIC VERTICAL DATUM �,� 2. NO SEARCH OF THE PUBLIC RECORD FOR THE PURPOSE OF ABSTRACTING OHL OVERHEAD UTILITIES Clyde 0;AlclNeal PSM#2t83` • TITLE WAS PERFORMED BY THIS OFFICE PARKER KYLON NAIL THIS SURVEY IS NOT %SLID.UV(THOUT . Vi '-a 3 P-K . NO SUBSURFACE IMPROVEMENTS WERE LOCATED AS PART OF THIS SURVEY \ / M4ALL ANGLES AND DISTANCES SHOWN HEREON ARE BOTH RECORD AND PSM PROFESSIONAL SURVEYOR MAPPER THE SIGNATURE AND THE ORIGINAL RAISED SEAL .EASURED UNLESS OTHERWISE NOTED RNV RIGHT OF WAY OFA FLORIDA LICENSED SURVEYOR AND MAPPER W CZ -0uH Q D m< z w z _ I— d Z<D O U Z D U wo W of•t E— B i o- • z� q� � N: =�— — -- -- — I li — -- 2- i c rePAKR — - -• 2. + . 's . • I I` r y El ✓ fib' ollt .A 1114 Kliirsco.:11;$111100410A-- ,..,n tit-tv: po :P � _ .......„.:,..,.._ FOQTPRUR OF FYISRNG BU0.DING 0 U �,I II3��►yp` ', I`I I'I`'11_ ' �'►���,•� _ w esi 1,552 SQUIRE FEET ,I'g% _;S I .0 �'d I II''� �gg,L�'V� FIN.FiR.=2051 `� ♦ "may-'► ,, .7.-- '_ 01,14A El IP•90i .4.1rek_WrAleWirelhe*MftitIVANC3,47 t• 1 Ce LLI I1ei—1I ..r♦�.';,,f . �' ' �' � j► ,,,� I.I`� Eh. i w 1 VICINITY MAP MI I I��_ / i Z SCAT F.N.T.S. 4. ipovAstill 1, FIN.FLR.-2051• L7 117�/ ,I�, , I v' � ca 0,9@ ^"`%Qi 9 \§-) v) _'01 �'/vi I 'I 1%� *.��a�YdroTet 1,h �i /„ SITE INFORMATION WASH l 1 ". a 'ter,, � •. �hl�' w , I,t$y 1p0``•'♦ ti� h I ADDRESS: t2o NE 1ST AVE DELRAY BEACH,FL ' a :T ■■�;ii *_�t��I � ; ♦ .1011'0, 0i�, l§: dl� \ 1 itam". QI..11 �'y- to I' - A, I,o,4,♦ 14110, gyp' ,•` LEGAL DESCRIPTION: TOWN Of DELRAY LOT RI BLOCKDISTRICT) 67(OLD �♦ ■V -�.�I..�II ?sl'�IA �� y4i , ` ��aPj l^��alj! ,'17? I I SCHOOL SQUARE HISTORIC DISTRICT) v``44�i .� .. "P'. I. ). 'I) ...III"`... 1,Y ,'�/►�♦d I } PROJECT DESCRIPTION: THREE-STORY COMMERCIAL "'G 1�' Yta si ur sro• Lc, ti i ADDITION CURRENT PROPERTY USE_ RESIDENTIAL V f--I-- — Iy 7-6. sr-r ar-u Vr yI sa�•�J ma ZONING DISTRICT OSSHAD "'SETBACK —— — SETBACK —— —— IRO. ../ ROM. I' SETBACKS REQUIRED PROVIDED 0 El 0 El 0 JTOH NORTH 7'-6" 46'-0 1/2" EAST 25'-0" 65.-11 1/2" SOUTH 5'-0"• SST 70'-0" Z-6" O FIRST FLOOR/SITE PLAN GH GT�2�LRT�c� ��F�, SCALE:1>1P-0' .) TOP OF ROOF I 35'-0"MAX I 30'-0"A.F.F. t- .d. • BUILDING AREA:(NEW ADDITION) 00 CO • FIRST FLOOR(GROSS) 1,232 S.F. SECOND FLOOR(GROSS) 1,342 S.F. LL • MEZZANINE FLOOR(GROSS) 318 S.F. LLI= LEGEND TOTAL(GROSS) 2,892 S.F. Q Q DESCRIPTIONOFFICES(NET) 2.193 S.F. I—LLJ coAPPLICABI F CODES; •— ll6''O TALL MASONRY SITE WALL WITH STUCCO FINISH-PAINT COLOR 70 BE BENIMNN ,LLI--.} MOOREOC 118-SNOWFALL WHITE A -2010 FLORIDA BUILDING CODE: RESIDENTIAL WITH 2010 SUPPLEMENT Z 0 LOCATION OF 6CONDENSER UNITS FOR APARTMENTS TYPE OF BUILDING CONSTRUCTION-TYPE V-B N LU ❑3 LOCATION OF 4 CONDENSER UNITS FOR OFfiCB TO BE HUNG ON MASONRY WALL SITE AREA CALCULATIONS TOTAL SITE AREA 9,655 S.F. (.222 ACRE) El CONCRETE PAVER WALKWAY-346 HARVEST BLEND BY BELO ARD BUILDING FOOTPRINT 2,784 S.F(28.8%) ❑5 RELOCATEEXLSTING MAILBOX TOTAL.FLOOR AREA 5,996 S.F(62.1%) PARKING(10 SPACES PROVIDED) 3,195 S.F.(33.17.) �"ditl„e, a.„� 6 CONCRETE PAVERS-3x6 HARVEST BLEND BY BELGARD pm kn.;,.,m....,n,. T ���.--��.- ^.-�-�--,, \ GREEN SPACE Z580 S.F.(26.7� 4—Q „ p1 7 LOCATION OF BIKE RACK-LOOP BY LANDSCAPE FORMS 1 -EXISTING BUILDING: 2 STUDIO APARTMENTS,4 1-BEDROOM APARTMENTS obkirovs Wataaatanimarsuanadatanl ElIS LAMP POST BY GAROCO C P21-BLC-70LA-NW PARKING CALCULATIONS -6 EXISTING SPACES FOR APARTMENTS 0 LOCATION OF TRASH BINS srz PLAN Rc>ner I.a.z,x ���.--,��-�1--,-� _ -1 SPACE PER 400 SO.FT.OF OFFICE SPACE=5.48(5)SPACES REQUIRED p�gms. Qt '10 CATION OF NEW 6'DIAMETER BOLLARDS \) -TOTAL=11 SPACES REQUIRED,10 PROVIDED I.O TB REVS 1.5 1.2.5 LO "� -6 STANDARD SPACES,3 COMPACT. 1 H.C. S -1 IN-LIEU SPACE REQUESTED A. • s s. GENERAL NOTES:• 1. DO NOT SCALE DRAWING. /�e 1-1 .O 2. ALL DIMENSIONS ARE NOMINAL PRINT DATE FEB.17,2015 w 2g ri Ie _ail „�W p W 6 2 wpm e, '232, 6'-U'TALL MASONRY SITE U WALL YRRm STUCCO FINISH LOCATION OF CONDEN4A • p UNITS FOR APARTMENTS i' �_`\ Ce _ uort aoLE — — + I 1 I. • / COSTING CIEANWT H' `� .'/A%aY\� � (: K lb � }�I j /I w eltit 1 .• EXISTING BUILDING ft1L . •FISTING.UILDIN • `\ F _ j%/iij �/ - Or /�\���{'r,� /j� /1'\I B I%+ LL ii t.;,. ',. ".I-'. '-' -••• - ' -:„.-.4 ,:;,_'•• •V '• . ___1 .i:-.0."-.k\s, . N ....,r1,44,1, N : ' . , (jI l�F .; T. y\`�`•' �IT LOVES , _ y rat, / _ Y I I I A = NEW ADDITION - < I > ,c�' r- I �/ ` • FIN.FLR.s 20S3' IL i �0b/,vV'' .r \'''t ', / � ` ,1 9'+= V'^. ",l�.li'l/\S / 4 (I�1IL\� v M�� D ,� • C.:... .., ,1. .-. I % %-.yam ♦ w. . ,m .. 1 I LO ATION OF CONDENSER COSTING W000 FENCE \ I UNITS FOR OFFERS //1 6'-0 TALL MASONRY SHE \UQ1T POLE •\•� -" �_�. /1 WALL WIN STUCCO FINISH P ` COSTING s-o sDEwA x coam J LL O COMPOSITE UTILITY OVERLAY PLAN CD 1 SCALE 1,10,0' LLI= QU I—W V)m LLIQ Z c C)--I CV Ul mot,,v#A*W rem—.TN, e..o,cod Ws.,as rot n e. ow Pew 1....c.s fos e.«R to .—« Aa aem..a ....... R..•ene.nl.m n..nn..H• , A BUILDING FOOTPRINT 2.784 S.F. (28.8R) sa PINT FHEw0IF I PEEPS EMfNS 1. OWNOH REY.9ON5 SOAPS GREEN SPACE 2580 S.F. (26.7* 2. (MIN.25%REQUIRED) i TOTAL SITE AREA 9.655 S.F. (0.222 ACRE) y A GENERAL NOTES:1. DO NOT SCALE DRAVNNG. A-1 •1 2 ALL DIMENSIONS ARE NOMINAL PRINT DATE FEB.17,2015 LU E3, . U w O g WXx :iwLg -'i<v c'U Z h U JEI wo w WV AM - 2I,3S ti . U EXISTING BUILDING EXISTING BUILDING 111 EXISTING BUILDING r O O O O Q r _ . '"I LI I I 11 i I I I .Juuiw . _ IN \ Iiiiuiiiiiim , ,� ►�'/ �tu �IIIIIrWW� I _______. r k O E— — �� \\ / \\ iz I1I UNITI \\ NRq/ MEZZANINE \\ /T I 415 SF. / 1ZZ SF. \ UNFF 3/UNIT 2 ( UNIT 3 OPEN FLOW MEZZANINE '1J\© (t023458 S.F. O © Q UNIT 4 _ 672 S.F. QAlk © ©q / \ 139S.F. OP TD1jE10SLU® BIik ® 648 S.F. __ ' Mg /� \\\ \ MP STORAGE •O ��'�`-`� / \ \ / / \j_. / \ (/) imiElli �- LOBBY L--'' �- i BI \ / �/ X('�,. CID 8'-10'x 74" i C17 I�'�'I��� � III ya�1 Q / _ I // \\ / LL. • O O O O O O LL.I ,,,,,, ,.,„ ,,,.., ,„„;, _, _. O SECOND FLOOR PLAN O MEZZANINE FLOOR PLAN O FIRST FLOOR PLAN 2 SCALE CD V) „A'l.00D 3 ,e ,� SCALE:118=1'1Y AREA OF ME2ZAN WE DOES NOT EXCEED 1/3OF THE 2ND FLOOR AREATHAT IT IS OPEN TO. A t •;:- E) J IZ W= EXTERIOR DOOR SCHEDULE <U GE) DOOR SIZE DOOR TYPE FRAME FINISH THK. DETAIL(S) REMARKS I--"LLI WIDTH HEIGHT In m 101 3'-0' 6-6' 1 FG. WHITE 1-3/4" - W 102 3.-D. 6'-e" - Z Q 103 3'-0" 6-8" \/ /\ \/ \/ - O cc NN W 1.0 DOOR TYPE 1=1-PANEL FLUSH FIBERGLASS IMPACT DOOR BY PLASIPRO 2. FG.=FIBERGI Acq A EXTERIOR GLAZING SCHEDULE ALL GLAZING: CLEAR IMPACT GLASS ....=.d w.m.ww....i. C+*color ® NOMINAL SIZE WINDOW TYPE anon mO imp o•^a•04 WIDTH HEIGHT MANUFACTURER: ES ALUMINUM FRAME DETAILS REMARKS . 44•41•oncnw or mow)n aor Icn..m...n mlon:a n. 1 2'-10' 4—e" ES 5000 CASEMENT WHITE — a•sue.oi.'�icnumci- 2 ES 9500 STOREFRONT - 3 12'-8" 8-0" ES 9500 STOREFRONT - 4 10'-0' 8-0" ES 4000 SUDING DOOR - s,c rum V011 I 1221 4 5 10'-0" B-0" ES 1500 FIXED WINDOW - SYMBOL LEGEND a-cc` 6 3•-O" 10'-0" ES 1500 FIXED WINDOW V - MO . CY C* ,1213 ROOM NUMBER i a. 10 SUBMIT ALL SHOP DRAWINGS FOR ARCHITECTS APPROVAL 0 WINDOW NUMBER w 2. ALL QUANTITIES AND DIMENSIONS TO BE VERIFIED ON SITE 5.3. SEE ELEVATIONS FOR MULLIONS ED DOOR NUMBER . a GENERAL NOTES: 1. DO NOT SCALE DRAWING. A-1 .2 2. ALL DIMENSIONS ARE NOMINAL. PRINI DATE FEB.17,2015 LU A 1-• T-F3 I • , -.., i. •,0 I/2' \ (,) F 11, _ \ \ : 1,6 161- CZ -.... . .. . . :1 : . 0.08 0.04 0.05 0.04 0.04 b 03 b 06 ' 1 i < • . . t.• i .I i-,--•••••,.., i„ -.,...T., - ,.., ,., !....3 ,,,. -.6-----"' ! 2 b..'41.5..i..7 7i, ',M., 6, 7,..• Ii., / P41 1 I 1 i_rn , ,,,.,.p.3 1.3 1..:.1 I3.6 .0.4 r,., '1.4 .i.E. ••: .ill 11 :.•: .. .. ,.:•. 1 .•- • I ! 11.1 14,.. .i 1.. 13.6 .6.13 .3 !I, -• .• i 1 I I!' I II .1- !s ... PL:1671107E:STIIEET-REVS-FEE-9-701S : .••! .1 .• . . ......._. I• 41.47ill •2.74 3.8 1. .b 9 ..!...........N.:.:fi,....,'.................. 64 1.17i - '''.. UMM . i I LLJ• . 1 Label Anx/teernent UR 1.mn6. m. i Symbol Cr, ent 1 !a...Girder. I Wattv La Lumens! , Cl IS SINGLE I N.A. 1 0.90;1 G ARCICO P21-161.C.-70LA./.61•420 p 1;FT IlEI. • ,611.4 1 3022 F-- i ', IMIN 11 ..i.1 ri.,FE;I.61.,/' q'1 4. U ' i i ! I ME 3.014 SOUARC FEET VI ],...,.,........:,.",,...... A..46.L.1 2.22 2. 2 ,:13 qi.57 61 L. ia I A SINGLE Me !1.000 i VINTAGE 613n WALL MOUNT 1121 I 630 .• (t) t;`,'.•i: gXER11 N1l .-.4..,3n!! ,6 1,:,.---..,-.; 4 ___I SINGLE PA. ,1 0.110 i!HEWLJAM 10043-0311/810.CSAUCAL ECESSE., 64. --I 932 \ 1.14 1.42 1.34 1.35 1.39 1.19 0.55 .” ,mry UJ - 20 NE IST STREET•REV1-LES.9-2013 1.• 00-.- . . .• : .C.... • I II 1 LAN 1 c.lery., IA,I. A,. N. ML, !/wenn!2•16..011.. .........I .. . _ .H _, II.I, Unal AD12 1.44 1.37 1.38 1.42 1.„21 j . . _..,...,. I 6 ItONT.EXISTING BLDG i 101/64,116er _ Pc 3..” DIA 0.1 37.90 I 164.0D I ME ''--- - . ...... 111 1 1 .51 .' I PROPERTY LINE 1 monon.,...,.. Pe 0.22 0.66 0.01 00 111. !34.00 Cl) ,r. I REAR.ADDITION 1111s6nInance FL 0.63 7-3 0.1 I 6.30 I ss.00 1 7,-7-71 If I 1 rt .1,1,1 i • 1,..i ,...• ,... 1.7 1.7 !OA all 41 12. ' ' ' " ' . 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GENERAL NOTES: 1. DO NOT SCALE DRAVANG. A-1 3 2. ALL DIMENSIONS ARE NOMINAL PRINT DATE FEB.17,2015 W gj� o r,o-.44 U H u ADDITION EXISTING BUILDING FISTING BUILDING ADDITION „S<.- I , D 8 TOP OF PARAPET n l _ _ _ A-0' I U Z h 3V-0" I rr � ,T TOP OF PARAPETT TOP OF ROOF -- - in -~ TOP OF ROOF* U O .171 8rr:rri .rrikai t i LJ .ie a w w '" �,,O5E t z t 1 z T z 1 '--. i h; 1 O [ /� !Jr -� O — T,3 n ID a I . . ° a 0 ii� ;�. a [(Ill�II /d 111 Illf °r rn I .. IZ — --- -T1 Mt 11'1 ao 0 7 .�,D'-D- ®- _,/.q_�©7 /_,./"- �� _ gy ' /g__ter 1� / / yape p® q // y py/J y> Tg{/ �- + am ti FIRST FLIT FIN FLIT ,'//.0' // //L� f I'/ /j///i .�, /. J/// /9 H 7/� //! f x, .Y it- ` 4 , % ' O�/ /./ // 1 /-{"/ Q ;- /'- /... , O FIRST FLIT FIN.FLIT 7 a ^ 13 ❑a PP /J Z OEAST ELEVATION O WEST ELEVATION SCALE 1T8=1'-0• 2 inSCALE tB=7'-0' ''F- v^'J W ADDITION 1 ADDITION , TO� -1 TOP PARAPET �-- -- - - -- - - 433 -- -- -- .0• TO'-0•P OF PARAPET TOP OF ROOF .S�3U'-0• \� TOP OF ROOF '•GOB -ice ..--® f, . O -.`il -''''' 0 a .9. 4. I � � 1— � .I III tl� �rT -i�i�l��:= . ii: . 6El i.,.. ,_..-. -', , , \acl c..Fais 0 Z III . f FIRST FLIT FIN FIR. % - - 4FBRSTFLR-FWFLIT i//j/ �,#'/ / 1 J Xler,1 T ./s '/ .I' / /-/� / 2 ! .I /P / 41 szr M OSOUTH ELEVATION O NORTH ELEVATION .__I SCALE 118,1'-0• 4 SCALE 1/B",1'-0• LLl= a v Q I-W W} EXTERIOR DOOR SCHEDULE Z c LEGEND o SIZE w ® W1NOMINS HEIGHT DOOR TYPE FRAME FINISH THK. DETAIL(S) REMARKS N DESCRIPTION 101 3'-0" 6-8" 1 FG. WHITE 1-3(4" - 102 3'-0" 6'-8" - Ei EXISTING WINDOW TO BE REPLACED WITH NEW WINDOW BYES ALUMINUM 103 3'-0" 6-8 \f \/ \/ \i/ - ES 1000SWGLE HUNG,FRAME 108E WHRE NOTES; [] EXISTING WINDOW NC UNIT TO BE REMOVED ,,mscl 1. DOOR TYPE 1 e 1-PANEL FLUSH FIBERC.I ASS IMPACT DOOR BY PLASTPRO 2. PG.,-FIBERGLASS �3 EXISTING DOOR 10 BE REPLACED WITH SINGLE-PANEL FIBERGLASS IMPACT DOOR �+c m e ems. .am:wRoiwo.e> mr Mn L] 42'TALL WOOD RAIUNG-COLOR TO BE BENJAMIN MOOREYOC-118,SNOWFALL d-S-Siie..,li. �I�.. WHITE EXTERIOR GLAZING SCHEDULE ALL GLAZING: CLEAR IMPACT GLASS B STUO-FLOAT FINISH TEXTURE COLOR TO BE-BENIAMIN MOIRE@2017-A0 ss ev e PALE DCCAFFODIL 1 S'''''S 4 NOMINAL SIZE 1 TYPE FRAME DETAILS REMARKS ,. o.«rn xcwsws 7�a.Ss WIDTH HEIGHT MANUFACTURER: ES ALUMINUM - SYMBOL LEGEND 0 CLAY TILE ROOF.TO MATCH EXISTING 1 2'-10" 4'-8" ES 5000 CASEMENT WHITE - 7_ 2 6'-0" 8'-0" ES 9500 STOREFRONT - ElLL STUCCO-PAINT COLOR TO BE BENJAMIN MOORE Y OC-118SNOWFA WHITE ®' ROOM NUMBER a. 3 12'-8" 8-0" ES 9500 STOREFRONT - 0 WINDOW NUMBER c 4 10'-0" 8'-0" ES 4000 SUDING DOOR - e❑ LOCATION OF EXISTING SCONCES TO BE REPLACED a 5 10.-0" 6'-0" ES 1500 FIXED WINDOW - 6 3'-0" 10.-0" ES 1500 FIXED WINDOW - DOOR NUMBER I. \/ LOCATION OF NEw WALL SCONCE ]- e. NOTES; s. 1. SUBMIT ALL SHOP DRAWINGS FOR ARCHITECTS APPROVAL 2. ALL QUANTITIES AND DIMENSIONS TO BE VERIFIED ON SITE GENERAL NOTES: 3. SEE ELEVATIONS FOR MUWONS 1. DO NOT SCALE DRAWING. A-3.0 2. ALL DIMENSIONS ARE NOMINAL PRINT DATE: FEB.17,2015 m GENERAL NOTES: - - 1. ALL ROOF DRAINAGE TO BE COLLECTED Assoctnics,Incorporated - THRU GUTTERS AND/OR ROOF DRAINS AND - • - • CONNECTED TO UNDERGROUND DRAINAGE SYSTEM ' • - _ VIA ROOF DRAIN LEADERS PROVIDED .... 1:53d zr 2 CONTRACTOR TO FIELD VERIFY EXACT 120 NE 1ST AVENUE,DELRAY BEACH,FL-Job#14060 - -, 7., - - P. LOCATION,SIZE,AND DEPTH OF ALL EXISTING - _ c UTILITIES AT TIME OF CONSTRUCTION AND L= LENGTH OF TRENCH READ(FT) - " W REPORT ANY DISCREPANCIES TO ENVIRODESIGN V= VOLUME TO BE TREATED(AC-IN) = 0.10 - f - ^ }Q v ASSOCIATES,INC W= TRENCH WIDTH(FT) 4 Site H= DEPTH TO WATER TABLE(FT) = 3 . i 3. NO PROPOSED IMPROVEMENTS,BUILDINGS _ _/L OR ANY KIND OF CONSTRUCTION CAN BE Du= NON-SATURATED TRENCH DEPTH(FT) - 3 • ',:/.- PLACED ON OR WITHIN ANY WATER, SEWER OR Ds= SATURATED TRENCH DEPTH(FT) = 0 .- DRAINAGE EASEMENTS, UNLESS APPROVED BY K= HYDRAULIC CONDUCTIVITY(CFS(FT'-FT HEAD) = 4 X 10 r.1::... - 6 THE CITY OF DELRAY BEACH CITY ENGINEER. OR K= = 0.0004 _ 4, NO PROPOSED STRUCTURES SHALL BE - 'd u INSTALLED WITHIN A HORIZONTAL DISTANCE OF ? STANDARD FORMULA: - ' ' A In 10-FEET FROM ANY EXISTING OR PROPOSED V "` 'v li a;A• •,_ w •a WATER, SEWER OR DRAINAGE FACIUTIES,UNLESS _ - - p m APPROVED BY THE CITY OF DELRAY BEACH CITY - L K(HW+2HOu-Du'+2HDs)+(1.39 x 10'')wOu 9.93 FEET ENGINEER- • d TT ]� ]�/�d p s N, 5. NOTE: ANY TREES OR SHRUBS PLACED LOCATION .TkIA T .c C WITHIN WATER,SEWER OR DRAINAGE EASEMENTS, - N.T.S. THEY SHALL CONFORM TO THE CITY OF DELRAY BEACH STANDARD DETAILS; LD 1.1 &LO 1.2. -- d ADDITIONALLY,NO LANDSCAPING IS TO BE 'CONSERVATIVE FORMULA: (NOT APPLICABLE-STANDARD FORMULAAPPLIES) z PLACED OVER EXFlLTRATION TRENCHES. 6. ALL SIDEWALKS TO BE CONSTRUCTED IN L= , V = NIA ACCORDANCE WITH ADA REQUIREMENTS.ALL K(2HDu-0u a 2HDs)+(1.39 z 10-')wOu 'ow Q... SIDEWALKS NOT TO EXCEED 1:48 CROSS-SLOPE x AND 1:20 RUNNING SLOPES. ALL RAMPS NOT STANDARD TRENCH DETAIL-REFER TO ENGINEERING PLANS FOR ACTUAL SPECIFICATIONS �!. = TO EXCEED 1:48 CROSS-SLOPE AND 1:12 Sw d,, RUNNING SLOPES PITH MAXIMUM RISE AND RUNS >g - PER ADA REQUIREMENTS WITH RAILINGS WHERE n NEEDED. LANDINGS WITH 1:48 CROSS-AND TisKJi TOP PTV-I7.ot�-� 6' z� 9� RUNNING-SLOPES ARE TO BE PROVIDED AT DRAINAGE CALCULATIONS FOR 120 NE 1ST AVE Min. j TOPS AND BOTTOMS OF ALL RAMPS. DELRAY BEACH. FL-EDA PROJECT A 14060 WATER TAOLE 15.I-CE PER 3.00 EL.=14.00 LEGEND: 7. CITY OF DELRAY BEACH UTILITY DIVISION GIVEN: PRE-DEV.IMPERVIOUS AREA = 5,714sf PIPE Actvai water bbb MUST BE CONTACTED AT LEAST 48 HOURS POST-DEV.IMPERVIOUS AREA = 7,027sf EWE TS.EV=I5.. n,ay be lower,as - - PROPERTY UNE INCREASE IN IMPERVIOUS AREA = 1,313sf 17 I 1 L-rwcons Frr.,i PRIOR TO ANY SHUT-DOWN AND/OR REMOVAL eOARSEROCK roan. I aprb ofw,te,tc6; OF EXISTING WATER MAIN OR SANITARY SEWER REQUIRED STORAGE 3.2"OVER INCREASE IN IMPERVIOUS AREA TRB.C}1Bt-lnhMB_=1400-. iii Q SECTION IDENTIFIER LINES AT 561-243-7312 V=1,313+3 ' �D PLAN PAGE DETAIL PAGE 8. THE EXISTING SANITARY SEWER UNE MUST O.1OAc=350cf= 0.10Ac-in 4.00 BE TELEVISED PRIOR TO AND AI-ILK ANY (54 VOLUME PROVIDED: O SANITARY SEWER SERVICE CONNECTION, PROPOSED ELEVATION REMOVAL AND/OR ABANDONMENT. 20'EXFlLTRATION TRENCH 4'WIDE x 3'DEEP - THEREFORE,MIN.TRENCH LENGTH REQUIRED = 10 FEET I w C< = 0- in-in (SEE ATTACHED CALCULATIONS) _ '�-r�- DIRECTION OF FLOW • ACTUAL TRENCH LENGTH PROVIDED - - 20 FEET. 9. PARKING LAYOUT AND STRIPING NEEDS TO I7+ ACTUAL TREATMENT VOLUME PROVIDED: - 0.20 AC-IN A FOLLOW CITY OF DELRAY BEACH STANDARDS. i - I 'Al EXISTING ELEVATION 10.ALL WATER METER SIZES TO BE DETERMINED TRENCH DIMENSIONS: 4.00 FT.WIDE BY 3.00 FT.DEEP w BY CITY OF DELRAY BEACH UTILITIES sO : LOT 12 �� p'' 0 DEPARTMENT. E. U I O `///�'1 ASPHALT PAVING OF PROPOSED W Z 0 0 j BLOCK 67 r� `S .0 DENOTES AREA OF PROPOSED W .a " 1 -- - _ ,o Lt'C�C`�1 ASPHALT PAVING z 61 �� 14 0. -1-- I 19•1' ' `., DENOTES AREA OF PROPOSED � 'Lp' ! 4' J 'tp 19� 190 k �,,.\ PERMEABLE PAVERS-SEE DETAIL �+ [--1 <1 } A7 .;i: a I f i sS -71 q U1 W (; J I - _ -_II--hI I • PROPOSED CATCH BASIN r �•--�`--'❑0u` I HDPE HIGH-DENSITY POLYETHYLENE PIPE >;,� W 'Z d �pn6 % ,4e1 a:. 3.. ,, �I061 20.00' CI; O -- fie-- 1 , I \\\\ DENOTES IS"PERF HOPE PIPE IN z W 71 EXIST 5.0'PAVER �` O a EXIST SEWER SERVICE : -..-�`- `. 4'WIDE X 3'DEEP ROCK TRENCH 'J ' AND CLEANOUT TO i I :F: • ' -SIDEWALK TO REMAIN (BOTTOM EL=14.00) �i O .�-1 Q REMAIN ��� v iLi/i�i.'., �/��!� EXIST 7ER METER TO CL �, Q 0.5 y REMAIN -INSTALL PZ (; > Z' 00 _ j/ /i,• /'/ / POLY-1 STRUCTURE NUMBER E j SEED AIL SHEET 5 6.00 RIM ELEVATION I ug 0•� 1,J / % � 40 i/�� 3.50 INVERT ELEVATION J ul ELXIST2STORY ;� ," // j / / (;_x i z m I-10.a' -T( STRUCTURE- 'BLd) 67/� • . � a- If-I / } (' T PROPOSED WATER ME ILK F am APPROX LOCATION ; } TRIAN / W I _ n n EXIST e'SANITARY i 'A 1p� I FF EL=20.51 - J ' �` /"9 i i/ j�� / 'y� O EXISTING MANHOLE ci)�n N SEWER MAIN 's - ! - - - r J1=1 '// /�, �,/ �. .. I. _ Ia I,g�1 t C.O- SANITARY SEWER CLEANOUT z m - i. -1 I _ //maim� .=/f�/ • 7-/J, APPROX LOCATION O a 3. •-/ /�/. "- EXIST 8"WATERMAIN t SINGLE SANITARY SERVICE WITH C V i�"' 1: - 0.5 -- G /1 XXXxrsxx�i®. ^I Cr l .. Ii ( T5 F- W CLEANOUT (0 .4 o� S: F U T 0. �y HDPti®/D Ox " -j/ ) (, 225 F• o O O / STUB OUT FOR = /j //�/ / N ROOF DRAIN / r,' • O U^o ( _..1... LEADER /s,I.. /, _ •5 //////'' :200 O� o I, r.1 _ 0 2 .'4" of 1 . j � / j� .••. 1 : �I WQ z�o i �/ :( MATCH EXIST rf C4 e �3j 'EA m 19� //�A/j�.-/. //�/ ��HDPE 10.1, �T�• - 0 0 �: I' /j�9�'/ tDIF/15:HDPE i/ ,18$� O:Ox;..- ., // W �/-•F�rmo I - 19pI �') %/ /'V jo.Ox • �j/�. % ri• • y f .1- s9 ', W Vim^ >- ,=j i yFF EL= 0.51' ( GVD) /, ` /i ffi i II �0- r 1 oar �, I 0. /% ,y (' g ear Li ®1 FIN.FLR. = 20.51' _ O _ / / / : m.. / / // �' 1n..SIC IT I W N o I zD .. 0 l // j i/i/ i TRIANGLES �, z ( c U a I '� ®�� �� �' W, -// ' s • i//ii.,�_ EXIST 5.0 PAVER '' 'W i ►- ('m II'05 ° ///////i/ -1B61L/G; ////i SIDEWALK TO REMAI W 1 . ,ps6 W O 1 'i. / CALL 48 HOURS BEFORE YOU DIG. i X 111 r�rT N +9 d" DRAWN: , I A. "�__ f _ - - - 20.00' IT'S THE LAW M,T.J. �: I; 131.00' 11s31 i 1-800-432-4770 I 1p,1` 00 ��y29- sa ' 9 �9� -Q�5' S SUNSHINE STATE ONE CALL OF FLORIDA, INC. CHECKED:R I µ.l OEDIC�l`i1C4 ,6p1 7• �0y • Ell �a SCALE: 1" = 10' DATE: tam~:(_^--`..�" _s 1O zo 2/13/15 F U i 16"0 LOT 14 ��� 5 5 JOB NO. 14 ' BLOCK 67 14060-ENG Know W1Tat's below. ° 'AR MI.2015 IS PROVIDED ED FOR nFORMATI0AL PURPOSES ONLY, SBI'.I,.T NO. • UNLESS S"NC��ccRSTERED ONAL Call eoreyoug. ENGINEER N ENMROOa ASSOCIATES,INC.1 1 OF J CJT MP _ 50' R/W w HANDICAP SIGN FTP-21-06� PER BF.D.0.T.INDEX u ..'I� = AND FTP-22-06/ NO.304 1111 C,Y,'v) 25 25 i SDEWALR L1 PUBDC 51DEWALIC CURB RAMP i18' / rj1 , t„„ x„ PER F.D.I.T.WOEx N0.3W SIGN NO.F1P-21-06 AND F1P-22-06 I VARIES VARIES I - 1' S' (]'YIN.) I it'or 12' 11'a 12' I (7 YOU.) I 5' 1' `1 '--i �` I 5.,_ Wg -1 500 SW ~ PRECAST -- `\\�11" 1g �� SIDEWALK SWALE SWALE w 4'BLUE WHEEL STOP , 1 Li 4 w w STRIAE DINE I. 56 Y C..0 I' \ 0.. -0.4 0.56-r Li -D.24 9�.7\ w .HANDICAP W ^ T' J I,'IJ�. ... , _V I 1/ AWE G JSURFA ' I F- »\�.1 721 •i Fps •. „h ANpCAP - - \ itVdo f �I1/iN l� i6•YW"II� -"'lIf6YW' •yyy` 3m &_7 o y /// N(}Y�MI R7 AMP1(- e.� rs� L\ Ya�' 4."----------- \ BASE / 1b 6'4W. 3 IL \ J \SUB-GRADE / + wCHHEVRON5 Y L -IF� A.a^J•� .3uus m J 5. �. 22' 5'CONCRETE 6'STABILIZED SHOULDER/e CONCRETE -ter EWALLY '^N ` saucm•1 \ m J h SPACED• SIDEWALK, (50 P.S.I.ray.) 90EWAUK, JaoHii _o' IH �..� _�AY AT ` ,tng�VAY ' I § - ��"2' �/- z^ibR.9 II BLUE 6 III t2'-o' S'-D' f \3 y �l COMPACT I STANDARD I RAMP \.7.s 2' SPACE I SPACE I AREA r,.l rs I ra 1 WHITE NOTE 12'COMPACTED SUBGRADE -11- -1'F- r. W1TH 14'UMEROCK BASE MAY BE -I1'- -1 2'- �A��3.15 m y �' 'D' a USED IN UEU OF 12'STABILIZED 2' s'-EF z' Y-o• 3'-0• B'-o' 2' 1 q I�(S\\\ :11pi " A . SUBGRADE&8"LIMEROCK BASE. \ • r"�c m..� \_.,--3.....wry..� PARKING STALL D./ENSIONS g1 =4 PAVEMENT SPECIFICATIONS STANDARD 9':16' sSe1 ": (^y�'�v $D b 1, COMPACT 8':16' p41_kV3; r' /' Si _ t WEARING SURFACE 1 1/2"TYPE S-IA(2 LIFTS)OR 1-1/2'TYPE S-1 HANDICAP 12':18'PLUS 5'RAMP AREA ili;h26 \ FE.- 8•UNFROCK OR 10'CRUSHED CONCRETE COY- -rm Jr MOM 5T5-1" _l 1 6 z� PACTED TO 98X MAK DENSITY PER AASHTO T-184 'NOTES \ -.s ,(^ NOTE BASE 1.ON UGHT COLORED SURFACE LE CONCRETE �AAuls Y.J\ Haw J - T�' x . PRIME&TACK COAT PER FOOT SECTION 300. HANDICAPPED PARKING SPACE MUST BE FIRST OR LAST ;y 6.t ALL HANDICAP MARKINGS SHALL BE BLUE AND II olz II b PARALLEL PARKING SPACE IN THE ROW. ADJACENT TO 12'STABILIZED(75 P.SL FBV)AND STANDARD PARKING STRIPING SHALL BE BLACK. H 1 II ` Y SUBGRADE COMPACTED TO SIBS MAIL DENSITY PER �, II .o-p4 �+6 4 LANDSCAPE ISLAND. IF SPACE,IS AT INCTHE FRONT OF 7u YA AASHTO T-160. 2. ALL STRIPPING WITHIN PUBLIC RIGHT-OF-WAY ff t"w 'u G J PARKING ROW ACCESS PANEL OUST BE IN FRONT OF CAR >?SHALL BE BE 6 INCHES 51cS 1' r� .1-. .I r AND P SPACE IS AT THE END OF PARKING ROW ACCESS VARIATION FROM MATERIAL SPECIFICATIONS HALL BE CONSIDERED •tl5 \\\I < \ 1 PANEL MUST BE AT THE REAR OF CAR. iw > • 3. ALL YEASUREIENTS ARE FROM CENTER UNE _ f� =ON A CASE BY CASE BASIS BY THE CITY ENGINEER. s 9 111 " �"'A i�� • 4. ALL COMPACT SPACES MUST HAVE"COMPACT' .. 6 y i J� STABILIZE SHOULDER TO 50 P.SL F.B.V. STENCILED WITH BLACK PAINT ON WHEEL STOP. I0L I \ I 1---- N ' TYPICAL 50' R/W SECTION WITH SWALE TYPICAL PARKING SPACES �ess3 - P" I TYPICAL PARKING SPACES • DETAIL RT 1.1b (1 OF 3) / (3 OF 3) DETAIL RT 4.2a TYPICAL PARKING SPACES (2 OF 3) RT 4.2b DETAIL RT 4.2c LY 0 2 N0.4 BAR PLACED I CLEAN AND GRADE F S GRADE �OU PAVEMEIMT SIDE 24' SAW CUT 12' I SEE TYP.BECKON EDGE 1/2' I. MAX DUIE YIN.957. UNLESS OTHERWISE YAX DOVSITY PER ,1/4•PER R.DOPE s HOWN UJ • AASHTO T-9 ..a - G SURFACE 12• /2' µD NEW RADIUS R/W LINE • - I SURFACE - -•l {��p�� - P.T. I CONCRETE 3/4'R 7"' ^ -y'ASPHALT TYPEART•A" :'.SECTION A-A PER sEGnal 34s. W P4 6•Eigr n 6• ��,.� v���,,..� F.D.QT.STD. �`-� i '��'�7•il e/ " 1 R/W LINE A O • I I'' .5,_.,,, 5'-0' SPECIFICATIONS o r ,,,rj STABILIZED SUBGRADE STAaUZED '�'� I ry I 3000 PSI INN. SUBGRADE SUBGRADE -- - -- • • • �- W Z 12' I NEW SYG 0 !~ ASPfA1T At BASE DBE REYOV�ETD. SW. SW. > . CONCRETE VALLEY GUTTER P.C.A \ Z H,•K HEADER CURB NOT TO SCAT F 41B RAMP `TYPE'A'JOINT /" U NOT TO SCALE • NEW CCNSTROCTION PAVSVENT JOMT PER FOOT - IRIRI ETE TYPE•B.JONT PLAN _ gi E"'I NOTE SAMR�ITS REWIRED NOTE: WITH DETECTABLE 1 a A (1] W AT 10 CENTQLS WARNING SURFACE 1/4' L,�/ Cy1 THIS METHOD OF PAVEMENT JOINT SHALL BE USED FOR ANY I M'i A 0 APPLICATION OR CONSTRUCTION WHERE PROPOSED PAVEMENT / yy AND BASE WILL BE CONNECTED TO EXISTING PAVEMENT MO i/4'R. 1-1 2' 53 �J 6' n BASE 1/{•R. / - - P-1 -1 .�. 2•R 2'R • G SURFACE '• yLb P14 z' �<�y . ' • G ® 3'R . SAW GUT 3' 1'ASPHALT / 1/4'PREYDLDED GRI W '" :: SURFACE 6, OR MILL YIN. I OVERLAY / MATERIAL PER SECTION O a •6•': -� r aD°sSmNC�l TYPE 'A' 932-1.1 F.o.o.T.STD. TYPE "B". VARIES %///////%!� PAVEMENT -A MRadS4..1 i'�<`a�aH €«""`x 1 SPECIFICATIONS •.-a A 564,or p LKIFM- ...3 4_R STABILIZED r SIDEWALK JOINTS J -IL- 24 SUBGRADE 1'YIN. L NOTE 1.ALL SIDEWALKS SHALL BE CONSTRUCTED MRS DRIVEWAYS. I-.1"1 STABILIZED [EXISTING 2.ALL SIDEWALKS SHALL INCLUDE ADA COMPLIANT RAMPS 0 WIFASEC110NS (/3 SUBGRADE NOTE:WHEN USED ON HIGH SIDE OF ROADWAYS, ASPHALT 2.ALL SIDEWALKS SHALL INCLUDE CROSS aces AND RUNNING SLOPE IN E• CROSS SLOPE OF THE GUTTER SHLL CH A MAT - ACCORDANCE WITH ADA REOUWEYENTS,ADA COMPLIANT RAMPS 0 INTERSECTIONS. ,'Z MI THE CROSS SLOPE CF THE ADJACENT F.D.O.T.TYPE D.O.T. '0' PAVEMENT AND THE THICKNESS OF THE MST.ASPHALT {-OF THE RAMP AND 24 CURB RAMP DETECT 24'DAP WARNING SURFACE SHALL EXTEND THE FULL WIDTH �' a m UP SHALL BE 6'TUN. TO BE REAMOVED. BASE CONCRETE CURB F.D.0.T.TYPE'f' TABLE OF SIDEWALK TABLE OF SIDEWALK JOINTS ]o�� NOT TO SCALE CONCRETE N''W OVERT AY PAV0H NT JOINT RESIDENTIAL - T' ZRDENTIAL AREAS 4' TYPE LOCATION e or. CURB AND GUTTER NOTE: WITHIN 10'OF CROSS-STREETS, 6',9' P.C.AND P.T.OF CURVES 0 o� AT DRIVEWAYS&OTHER AREAS ca.. 'A' JUNCTION C'OUSTING& Z C g U Cv NOT TO SCALE THIS METHOO OF APPLICATION OR PAVEMENT A CONSTRUCTION TJOINT NTH PROPOSED PAVEMENT NEW SIDEWALKS&EVERY 30' a)- a o -• TABLE OF SIDEWALK LO -o WILL BE CONNECTED TO COSTING PAVEMENT. WIDTHS - "WC SIDEW LKSCEN SR RT DURINGN ON N - a 0 NOTES 1.ROADWAY SUBGRADE SHALL W ALL CASES EXTEND BELOW CURBING .B. SIDEWALKS SCORED 2.SAWCUTS AT TO'CaMIEKS SHALL BE MADE WITHIN 24 HOURS SINGLE-FAWLY AREAS 5' PLACEMENT4 S OF OR PSLACEMENT. WITHIN 0(DQ F�m OF CONCRETE PI ACTMFNT. MULTI-FAYiLY AREAS 5' - 2WHERE SIDEWALK ABUTS CI" W o OTHER AREAS AS SPECIF®BY THE •A' CONCRETE CURBS DRIVEWAYS a� CI CURB AND GUTTER SECTIONS RT 6.1 PAVEMENT JOINT DETAIL RT 7.1 CITY ENGINEER. AND SIWLAR STRUCTURES c tNn" z o SIDEWALK CONSTRUCTION RT 5.1 wQ} a63r' '2/} >O 'W �I " • Von ¢aN Z eat W m . z No 0 a z Vol DRAWN: M.T.J. CHECKED: J.A.P. DATE: 2/13/15 JOB NO. 14060-DTL 0 THISCOPTES INC. IGHT 2015 BY RAWIN DRAWING PROVIDED OFOORR INFGN RA ATOVAL PURPOSES ONLY, SHEET NO. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIHORESION ASSOCIATES,WC 2 OF 6 m PAVING, GRADING AND DRAINAGE NOTES GENERAL NOTES 1. ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REhtHENCE 12. ENVIRODESIGN ASSOC.INC.SHALL NOT BE RESPONSIBLE FOR THE (PBC)RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL WITH SECTION 334 OF THE FOOT STANDARD SPECIFICATIONS FOR MONUMENTS AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID SAFETY OF THE WORKERS OR THE GENERAL PUBLIC. CONTRACTOR ACCORDANCE WITH THE PBC LATEST STANDARDS.ALL PAVING AND ROAD AND BRIDGE CONSTRUCTION,LATEST ADDITION. THE SURVEY MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL BE SHALL BE RESPONSIBLE FOR PROVIDING SAFETY TO THE WORKERS DRAINAGE WORK IN THE FLORIDA DEPARTMENT OF TRANSPORTATION THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN ON THE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE IN ACCORDANCE WITH OCCUPATIONAL SAFETY&HEALTH (FOOT)RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL DETAILED DRAWINGS. MONUMENTS DISTURBED DURING CONSTRUCTION. AT NO ADDITIONAL ADMINISTRATIONS(OSHA)REQUIREMENTS AND THE SAFETY OF THE ACCORDANCE WITH THE FOOT LATEST STANDARDS. COST TO THE OWNER. GENERAL PUBLIC. 12. ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM)28 DAY 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WIN DENSITY REQUIREMENTS AS DEItHMINED BY THE AASHTO T-180 CLASS I CONCRETE SHALL CONFORM WITH THE FOOT EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. SPECIFICATIONS.SUBGRADE SHALL EXItND 12 INCHES BEYOND THE SPECIFICATIONS.LATEST EDITION. CLASS I CONCRETE USED AS PLANS.UTILITIES SHOWN ON THE PLANS ARE FOR REFERENCE ONLY PROPOSED EDGE OF PAVEMENT AND/OR 6" BEYOND VALLEY PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM)28 DAYS. AND MAY NOT DEPICT ACTUAL LOCATIONS. CONTRACTOR SHALL 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 GUTTER. TYPE'F"CURB&GUTTER, OR TYPE"D"CURB.SUBGRADE COMPRESSIVE STRENGTH. NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEIR HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND SHALL BE 12 INCHES THICK COMPACTED TO 98% ACCORDING TO LINES PRIOR TO CONSTRUCTION. UTILITIES. AASHTO T-180.ALL MUCK.STUMPS,ROOTS OR OTHER DELETERIOUS 13. PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN MATTER ENCOUNTERED IN THE PREPARATION OF THE SUBGRADE ACCORDANCE WITH CITY OF DELRAY BEACH CURRENT STANDARDS 3. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR 15. CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE SHALL BE REMOVED COMPLETELY FROM THE CENTERLINE OF THE AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL DEVICES FOR THE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES IN CONFORMANCE WITH SEC.8.24.E.5.i ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF STRtr15 AND HIGHWAYS,AND/OR PALM BEACH COUNTY TRAFFIC DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. PAVEMENT.IF SUBGRADE IS REQUIRED TO BE STABIUZED.NE DEPARTMENT TYPICAL T-P-10-001.WHERE APPLICABLE. 16. ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING,IS TO BE A A REQUIRED BEARING VALUE DETERMINATIONS SHALL BE MADE BY THE 4. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR MINIMUM OF SIX FEET FROM THE BASE OF ANY TREE THAT IS FLORIDA BEARING TEST• TEST METHOD'C"OF AASHTO T-180 14. SEQUENCE OF CONSTRUCTION-NE SEQUENCE OF CONSTRUCTION THE REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING DESIGNATED TO REMAIN. SPECIFICATIONS. SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY CONSTRUCTION AT NO ADDITIONAL COAST TO THE OWNER. KIND THAT ARE BENEATH THE PAVEMENT, SHALL BE IN PLACE AND 17. ALL UMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE 3. SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH HAVE PROPER DENSITY PRIOR TO THE CONSTRUCTION AND 5. ALL ELEVATIONS Rt±TT TO N.G.V.D.1929. MINIMUM FINISHED FLOOR PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE SECTION 250 OF THE FLORIA DEPARTEMENT OF TRANSPORATION COMPACTION OF THE SURGRADF ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. o STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ABOVE ELEVATION TBD'(WHICH IS ABOVE THE 100-YEAR , LATEST EDITION.THE THICKNESS OF THE SHELLROCK BASE SHALL 15. INLETS AND MANHOLES-ALL INLETS AND MANHOLES SHALL BE FREQUENCY STORM). 18. THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOOT SPECIFICATIONS. THE REQUIRED PERMITS. COMPACTED TO A DENSITY OF 98%OF NE MAXIMUM DENSITY AS LATEST EDITION,AND ROADWAY AND TRAFFIC DESIGN STANDARDS, 6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR i Q _ DETERMINED BY AASHTO T-180.THE SHELLROCK SHALL HAVE A LATEST EDITION.AND PBC STANDARDS LATEST EDITION,WHERE REVIEW PRIOR TO CONSTRUCTION OR INSTALLATION AS REQUIRED BY 19. ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT MINIMUM OF 40%CARBONATES OF CALCIUM AND MAGNESIUM IN THE APPUCABLE. THE ENGINEER OR BY THE APPROPRIATE GOVERNING AGENCIES. RIGHT-OF-WAY SHALL CONFORM TO THE FOOT DESIGN STANDARDS MATERIAL FOR DESIGN,CONSTRUCTION,MAINTENANCE AND UTILITY OPERATIONS e 16. GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR• AT ON THE STATE HIGHWAY SYSTEM(LATEST ED.). 26 • 4. UMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH NO ADDITIONAL COST TO THE OWNER, ALL NECESSARY PERMITS. SECTION 200 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD 17. GRADES SHOWN ARE FINISHED GRADES. FEES AND LICENSES. 20. LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE A,, AND BRIDGE CONSTRUCTION,LATEST EDITION. THE THICKNESS OF UMITED TO THE HOURS OF 9AM-3PM,MONDAY-FRIDAY EXCLUDING o4 THE UMEROCK BASE SHALL BE AS SHOWN ON THE DETAILED 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL TBD'N.G.V.D. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED GOVERNMENTAL HOUDAYS. MAINTENANCE OF TRAFFIC SHALL BE i? T. i DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98%OF NOTICES AND COMPLYING WITH ALL PERMIT(S)CONDITIONS. PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT DESIGN `1-6z THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180_ 19. REINFORCED CONCRETE PIPE- THE PIPE SHALL CONFORM WIN THE STANDARDS(LATEST ED.) i o'` REQUIREMENTS OF CLASS III OF ASTM C-76 AND WITH THE FOOT 9. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR 5. MUCK AND PEAT-IF MUCK AND/OR PEAT ARE ENCOUNTERED IN SPECIFICATIONS,LATEST EDITION. THE FIRST JOINT OF PIPE THE HOLDING OF OTHER UTUTY POLES DURING CONSTRUCTION AT THE ROAD OR PARKING AREA.THEY WILL BE REMOVED COMPLETELY ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE WRAPPED NO ADDITIONAL COST TO THE OWNER. - TO A WIDTH OF TEN Ftti BEYOND THE EDGE OF PAVEMENT AND WITH FILTER FABRIC PER FOOT SPECIFICATIONS. SHALL BE BACKFILLED WITH GRANULAR MATERIAL IF HARDPAN IS 10. ALL CONCRETE SHALL DEVELOP 2500 p.s.I.(MINIMUM)28 DAY ENCOUNTERED IN THE SWALE AREA,IT WILL REMOVED TO A WIDTH 20. CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH AASHTO M196 AND SECTIONS 125,430 AND 943 OF THE FOOT CLASS I CONCRETE SHALL CONFORM WIN THE FOOT GRANULAR MATERIAL STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SPECIFICATIONS,LATEST EDITION. CLASS I CONCRETE USED AS a LATEST EDITION. PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM)28 DAYS 6. WHERE SOD IS DESIRED.LOWER THE GRADE 2 INCHES BELOW THE COMPRESSIVE STRENGTH. L=y FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD. 21. MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE. 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE Cl 7. CLEARING AND GRUBBING-WITHIN THE OMITS OF CONSTRUCTION REQUIREMENTS OF THE LOCAL UTILITY. ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 22. PIPE BACKFILL-REQUIREMENTS FOR PIPE BACKFILL CROSSING ,ay ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FOOT Q 8. GUMBO-WHERE GUMBO OR OTHER PLASTIC CLAYS ARE SPECIFICATIONS,LATEST EDITION.PIPELINE BACKFILL SHALL BE E-I I�-y-I - ENCOUNTERED,THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PLACED IN SIX INCH LIFTS AND COMPACTED TO 100%OF THE (' THEa w 1�•H • PARKING AREAS ONE FOOT BELOW SUBGRADE EXTENDING STANDARD PROCTOR(AASHTO)T-99 SPECIFICATIONS. Q W Q HORIZONTALLY TO THE OUTSIDE EDGE OF NE SHOULDER AREA. 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE(3) 1-zi Z [>•y 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE CERTIFIED COPIES OF A CHEMICAL AND SIEVE ANALYSIS OF THE C..FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN < CONSTRUCTION.LATEST EDITION.PRIME COAT SHALL BE RC-70 OR CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. ASPHALT EMULSION PRIME(AEP).PRIME COAT SHALL BE APPLIED - AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM,THE SQUARE YARD FOR UMEROCK BASES AND NOT LESS THAN 0.15 CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE SYSTEM GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL FOR INSPECTION BY THE ENGINEER AFTER FINISHED ROCK FOR THE A (/] W • BASES. ROADWAYS HAS BEEN INSTALLED. P - 10. TACK COAT-BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF THE FOOT SPECIFICATIONS, LATEST EDITION AND W SHALL BE APPLIED AT THE RATE OF 0.08 GALLONS PER SQUARE 0 W Z < YARD.UNLESS A VARIATION IS APPROVED BY THE ENGINEER. Er Y"i (24 z +.•-.ii a0 � q • V 10'-O MN. Z • --10=A-a, Qi N INLET ELEVATION `{m (SEE PLAN) a. ,F.7 av � 0 nnc�T Z mTI1� 4......, 100%TOP OMERI-AP O .7 N 17.00 FT NGVO17.00 FT NCW ♦ _ ♦ C 0 zIC TOP Cf T ENCH rF:$r::e:::x':a-T.:, '9 1frt v/ TDP(04'ENCH \..M2C :Y` A O) ..]o f x 16.25 FT NOW .... =_'i. ••,.is:: 6.25 FTN . J I 225 Q6O1i' TOP OF PIPE RP CC PPE 1 z O>, (nr) 15' III w 1 � (Err) 1W 1STRUCTUREAWE.T O Z am III >O0S a� PERFORATED NON-U CRATED MIN. N.OP.EID MN. MRM 1tCN OR `(D .�-O 15.00 FT NL'VD 15.00 FT HOOD " APPROVED EOM. C INVERT(TYP) ;.:.'....:.:p:_- ) INVERT TYP 4 "1 FILTER FABRIC W Q O O ff• • 3/4'WASHED ROOT A - $q3/4"WASHED ROMS.. �"W3 14.00 FT NOVO .. '%:lJ 4.00 a NOW I : /5(5 SIiZ O Mt 09 w OR TRENCH BOTTOM ... APPROVED EWIVAIFNT TRENCH BOTTOM, -'•� 'IF ID (�) FILTER FABRIC ( ) W • OpO SA p EDC Cm C:l m W NC • PERFORATED PIPE TRENCH PERFORATED PIPE TRENCH '' (5 B. N.T.S. N.T.S. Z W DRAWN: M.T.J. CHECKED: J.A.P. DATE: 2/13/15 JOB NO. 14060-DEL 0 COPYRIGHT 2015 BY ENWRODESIGN ASSOCIATES.INC. THIS DRAWING IS PROVDED FOR INFORMATIONAL PURPOSES ONLY. SHEET NO. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENVIROOESIGN ASSOCIATES,NC. 3 OF 6 PAVEMENT MARKING SPECIFICATIONS \\ AU Pavement markings to be installed par these typical. plans and specifications.and as directed by the City ' 4�tii ��/ le- Engineer and shall conform to the requirements of FD.O.T. �A 1 (- and the manual on uniform traffic contra deuces.(MUTCD). ALL PAVEMENT MARKINGS '�-i 1 ''/'' M PERMANENT MARKINGS Au paved surfaces shall be properly marked prior to the I =�J Installation: hours of darkness. y,. lU - Al kings shall be Installed by the extruded RAISED PAVEMENT MARKERS ��//�/:. I,1r"\\\- i:'+�� �/y .mod. Markings.hall be free of reeve.bows,drips, - RPL.s.hair be Installed on all lane linos and f'�;faTl' Gi drags.and other degrading Rene. teAYre.spaced at 20'or 40', 'I ` ' /� - Chalk shall be used for all layout markings - RPJ.L shall be a 4 x 4 type doss"B"marker jedglian. �� c Materials: muting F.D.O.T,nor atlons and shoo be approved - All materials shall be alkyd hydrocarbon by the City Engineer prior to us. ♦ `tiL. m Ihrmoplastic meeting all FOOT specif toms. - R.PAL's shall be Installed using alkyd ♦I thermoplastic on asphalt and epoxy on concrete. Thickness - All markings shall be Installed to yield 90 mils OTHER NOTES of material measured above the pavrmnt surface. -DOT BARRIER o All Haitian within right-of-way shall be (SEE NOTES BELOW) Sphere. Reflective glass Nres ore to be a led to all - thermoplastic and parF.D.O.T.specification. • - PPI Pavement marking within private parking lots may stapes anal markIn9s per FOOT spedficuUon. be painted according to F.D.O.T.specification. 1111 1 1 I , Alternate Material: 1) 1I-( i ,I=7I= .0 (L=n-t �.\ "�r=�=r z a STAYMARK marking tap.r ell tvdnt may be used, -II11 t1=11- - o =11.-11' '" 11-i1- -'o i y , i==1 �l..n. as approved r directed by the City Engineer. 11=n=11:=•11-....=1f 1-1 _ 11:=11. I� Layout. I::=:II=JI=Ii II=II=- • II-.t:1f.=;ll:-..=1I Layout shill be made usng marking chalk- I..=11=11=11-II-1I. - It to recommended that marking layout be Ispeotad -1I11=11.II-II-1 4'MIN. • FACWTIFS =1I=JI=1I=11- • xy OWNS,SERVICES, TY FACILTIES fend a City'Engineer prior to the placement of ( 11-11. (MAINS SERVICES. 3w marking. ETC.) ETC.) 0.4 ETC. vax TEMPORARY MARKINGS Is a I ) lw '4.Temporary markings may be used only as specified In this NOTES: -z section,or oa approved or directed by the City Engineer. NOTES: zW o'J` Fled Pavement Surfacer 1.ALL 4 ROOT BARRIERS SHALL BE 'MINIMUM FROM ALL CITY FACILITIES. - Only toil backed marking tape Is allowed '2.THE INSTALLATION OF ROOT BARRIERS SHALL BE COORDINATED WITH CITY AND 1.THIS DISTANCE SHALL BE 10'MINIMUM FROM ALL CITY FACUTIES concurrent- Al tape shall be totally removed conert with INSPECTED BY CITY PRIOR TO BACKFO.UNG EX ALL ROOT BARRIERS SHALL TENO IF NO ROOT BARRIER IS USED. permanent making placement UP TO FINISHED GRADE. Other Pavennt Surfaces: 3.ROOT BARRIERS SHALL BE MINIMUM 36"DEEP.APPROVED PRODUCTS INCLUDE - Intermediate pavement surfaces may be marked with "DEEP ROOT'AND"ROOT SOLUTIONS-.FLDOBLE BARRIERS SHALL BE 36"PANELS FOOT approved material.design,and MANUFACTURED BY BIOBARRIER apoo tootLon. 4.ALL ROOT BARRIERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS gi WRITTEN INSTRUCTIONS. 0 . IS. PAVEMENT MARKING SPECIFICATIONS RT 8.1a PAVEMENT MARKING SPECIFICATIONS RT 8.1b TYPICAL TREE WITH ROOT BARRIER LD 1.1 TYPICAL TREE WITHOUT ROOT BARRIER LO 1.2 tip (Sheet 1 of 2) (Sheet 2 of 2) a Q F. I--. fr A INLET DIMEN90N5 GRATEE MAIL PIPE SIZE WALL"B" lvl /�1/4 2-1--f l-•I A TYPE E I--. a A B WALL A WALL B T •r T' W Z 'C 2'-0" 3'-1" US FOUNDRY 15" 24' ( 4 Na 6212 R.C.P. RCP Imo(-. M WALL"A" 'C 3'-0" 4'-5" U.S.FOUNDRY 24" .N. R RC C �■ `N N 6290 GP. CP. 13 FOUNDRY GRATE/629D n� � U.S. a A .•-i 1� U. EQUAL -13 7 12" U.S.FOUNDRY GRATE#6212 - PLAN SECTION ^ -1 OR EQUAL r-� w z (_ ) _ - IB I B 1B L :. .. , ]4.: _ _--- GROUT CONCRETE Fr I�-1 __ CONCRETE COLLAR EDASE. TO .' O W/1 NO. BAR �i Q W / --. -__ CONTINUOUS Do% U •-i Q BEDDING DEPTH FILTER FABRIC/ 3/4"ROCK _ _ = 3"CL co Fen (SEE NOTE 1) (SEE NOTE 2) BEDDING --_- -- TYP. ¢ ��� E. {C-c=c ---1 N0.4 BARS C� Y vm i v c_ o ---o O 12"O.C. - SS EACH WAY F aj fiit SECTION w SEE TYPICAL BACKFILL DETAIL GU 2.1 Z e'o- NOTES: TYPE "C" TYPE "E' z cm 1. BEDDING DEPTH SHALL BE 10"UNDER DRAINAGE INLET DIMENSIONS MAX.PIPE SIZE c c U z.. STRUCTURES AND 18"UNDER SANITARY STRUCTURES. rreE 2'0' 3'1" USAFOUNDRYTE E WALLA WALL B N d d F a 4 NOTES: NO.6212 R.C.P. R.C.P. 02 2. ROCK SHALL BE WRAPPED IN FILTER FABRIC 1.ALL GRATES SHALL BE SUITABLE l0`o F Sin U.S FOUNDRY 236" Q__ THAT MEETS THE REO BB5. OF F.D.O.T. FOR H-20 LOAFING 'E 30" 46" NO.6290 R.C.P. R.GP. O a"''° .2 SPECIFICATION SECTION 985. (HIGHWAY TRAFFIC LOADS) L.a�W�o 2.WHEOR R INSTALLED HIN 6'OF PAVEMc?1TEDT - NOTES: N co d ao USE U.S.F.4160-6210 1.INLET TO BE PRECAST W1TH f'�IL,','A'40D0 P.S.I.CONCRETE Ws§ O b.. 2.ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4'. 3.12'DIA.WEEP HOLE REWIRED ON ALL STRUCTURES 11R008 -Z 183 HAVE A BOTTOM ELEVATION ABOVE THE WATER TABLE < o 4.Ur SUMP REQUIRED IN ALL DRAINAGE STRUCTURES. V o o 5.SEE BEDDING DETAIL , IA F�e STANDARD BEDDING D 3.1 TYPE C & E INLET GRATE DETAIL D 6.1 TYPE C & E INLET DETAIL D 7.1 a un tZ a� W m [.1 m u z "S L'h z . r4 DRAWN: M.T.7. • CHECKED: J.A.P. • DATE: 2/13/15 JOB ND. 14060-DTL • m THIS COPYRIGHT IS PROVIDED FOR GINFO INFORMATIONAL INC.PURPOSES ONLY. SHEET NO. UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENWOOOSGN ASSOCIATES INC 4 OF 6 I hi ROTATE BENDS AS REQUIRED SF 7635 CR EXISTING GROUND ' ...==.• 18 MAX. CDR NO.WADI-1300-151E% .,),VVV'VW:'''ZVIV'N INV-71-"7:''''',W4%'W DIT"CH WIDTH (YR+4' *Iir==: BOX&HEXAGONAL COVER MARKED'S' ,,eA , i... e ,,,41,1-0/1. NVOINVIV:015. etittlett%SURFACE RESTORATION •••-• .40,fte.w..V.1 ,t4,,,,,at% SAWCUT FINISHED ("4".5-1 SURFACE JOINT YegnBLAZHFIE&T PROPERTY UNE-..„...................,: I TEO:IA.4E0N,ONT MATERIAL ,.,-111,319,,At•A -... „w-tf REXAMING SACKFUL PLACED AND NASPIIKAIIMEet .A.,%11.010,13, COMPACTED PER APPROPRIATE SURFACE .41111:0,terileft 811,NANINVLICIANN• STECIFICAIIMS.(SEE NOTE 5 POUR CONC.COLLAR ... • .............. - •.. .......... .!.... .. Tilf. ALTERNATE: TO CRADE W.9.40049.4 Its.aires,,Iti BELOW)6 LIAX.SIZE ibimayi-jp:',..14CAT.....:.:.....:.....:•.--.-......,............:.,..:-:,:=...jillt;f4pidliifirdelAle SLOPE UP TO R. ADDITTNAL RISER AND BEND IN MOND AREAS VB410,90744A,61 44.44.4asescs, 18"MAY_UFT. 1-.92-92.651-.91.1.1k,BL-,E2•:-'.•:•::.::::::::::::',..,f::::'.:•::::::::f.:.......?...::::•:::::::::::•:•:•:•:..,,B1,92...92.,9,-;_ekl.b.1,,,e, 1/8"PER FOOT MN. WHERE GREATER SORER DEPTH PAVED SEE NOTE NO.1 0 gSittia.......i'..trA _ ..':'::•:•:::. ::::.::::.:::;;:.:.:.'"•':' I ..... 41.... SURFACE-.........„. .4-`;`:ti:•,, .,; .--'-.-.,-.W.,„, ,,-;;,-;,t em...11•049, 0." _,,•I.., -;-',,VS.,Z':'-':•:-.. „, ,',-. P 2 REFER TO PAVEMENT 12' EITTCH 12' REPLACEMENT BASE ROTATE BEND ,P.\ 'litVW'. ‘,.• '.‹f1T1 " I. /' l,7 ' ° .r.,.,z,,,f0.--..,, ,-•,,,,,--,.....-:,,,,,--,..,,,,....i.;.,N. GRANULAR BACIOILL PLACED AND Ei MAT DETAIL RT 7.1 AS REWIRED • ".0111 .-- . . ,.,..„ ...... , ,..... COMPACTED TO 98%MAX..DONUT? Nfr•••."1:12%.,,,..1%,,.5...• ,. L12".••N, PER AASHTO T-180 7/8 MAX. LAY>4 LPN 8'PVC SDR 35 V 11 1 9, Y N‘LNIAAX.:-• -,MAX.,,„," AGGREGATE SIZE 6"MAX.UFT ri SEE TITICAL BACICELL DETAIL GU 2.1 FOR COMPACTION UNDISTURE0 SCR 1.l',....4 ....,14= INVERTED THREADED NA --,-•,,I,z-,&r . ,s'..e-,'• ___ •--,,,..,,, DIA.VARIES REOLARDIENTS. st....41- RA SLOPE UP TO ft 1/8-PER FOOT MIN. PVC PUIG I, I 0 8"X 24-SO.CONC. ' ,:::•.E::.. . ,,...:::.:.:,.........:,% RED BDING MATERIAL COMPACTED IL; • 9017 ." Ta 9'1 MAX'ENS'''.PER g 1.-0,.-1 1 VARIES I 1---T-0- CUT ON EACH BRANCH ,A 1.:,.:::•,...1,..":' :::.i..... .: :::.".::":."2...I..... AASHT°T-"°. „e• - SCHEDULE ADeV." **."CVVV ,NS , SANITARY fl DOUBLE SERMCE AKE SERVICE CONNECTOR AT PVC CLEANOUT MAIN SEWER R/VI UNE 'ao_1 .4 a ,1 6'MIN.SERIACE UNE 6'-RE Mt - 011. 1. 7rEpI;g1A,cENT BASE TO BE AT MIN. 4. .11..1-AillISEIMBED PAVEMENT MAI4DITIME 'r'l RESTOREDIL... k- UNE OUT ON EACH BRANCH NOTES: 1. UNSUITABLE IN-SITU MATERIALS SUCH AS MUCK.DEBRIS AND A- M-1 e:g%NEI CITY STANDARDS. MAX. LARGE ROCKS SHAU.BE REMOVED;BEDDING MATERIAL AND 26 20. BASE MATERIAL SHALL BE PLACED R/1.1 OR EASEMENT UNE TO BACKFILL CONSISTING OF WASHED AND GRADED UMEPOCK 3/8' IN TWO LIFTS AND EACH LIFE 5. SURFACE MATERIAL SHALL BE F.D.O.T. GRAVITY -7/Ir SONG. ... CORA=TO 9B%NAMUR 2 12 rrpt S-I CR S-III ASPHALTIC CONC. SINGLE SERVICE SEWM 7110.1411= ..: DENSITY PER AANTO T-180(MAX SANITARY PROPERTY UNE 2 NE PIPE AND/OR STRUCTURE SHAU-BE FULLY SUPPORTED FOR!Is ENTIRE UNGTH VATH APPROPRIATE COMPACTION UNDER THE PIPE ET LIFT THICKNESS-.81. (411N.11-PCKNESS 1 1/2'). SEWER PARA 25. 12"EXCAVATABLE DOWABLE FILL 6. ANY PAVE.CUTS SHALL BE COLD 'N 5'WM SERIACE UNE P SIAXITAUM *'62 HAUNCHES. V,d 1EN.100 P.S.I.MAY BE USED IN LIEU PATCHED AT END OF EACH WORKING 18- [._ aze4our 3. THE PIPE AND/OR STRUCTURE SHALL BE PLACED IN A DRY TRENCH. OF 12.BASE. DAY TO FAOUTATE UNHINDERED MAX. 4. BACKFILL SHALL BE FREE OF UNSUITABLE MATERIAL SUCH AS TRAFRC FLOW. R/IV OR EASEMENT UNE 3. ASPHALT CONCRETE PAVEMENT PLUG TO REMAIN LARGE ROCK.MUCK.AND DEBRIS. JOINTS SHALL BE MECHANICALLY NOTE: 6'X 6'HARM..COUPLING 1/4 PLACE UNTL SAWED. REDD.FOR CONNECTION TO CLAY PLUMBER MAKES 5. COMPACT BACKFILL TO 93%DENSITY UNDER PAVEMENT AND 1. SERVICE LATERALS SHALL TERMINATE NODE PROPERTY LINE A DEPTH SERVICES ONLY.(DONUTS NOT ALLOWED) TO 95%DENSITY ELSEWHERE(AASHTO T-180) OF 3 FEET AND MARKED TWIN A P%4'TREATED STAKE. .„,,,,•• 6. COMPACTION AND DENSITY it,.SHALL BE COMPLETED DURING Z CLEANGUT INSTALLATION SHALL BE PROPERTY OWNERS RESPONSIBTUTY NOTE BACKELL OPERATIONS.CONTRACTORS NOT FOU.011114G THIS AND SHALL BE INSTALLED BY UCENSED PLUMBER. PROCEDURE.FOR WHATEVER REIRONS.SHALL BE REQUIRED TO 0 INVERTED BRASS CAP%TAU_BE USED IN(NAVE AREAS IN LIEU RECA_STING AND RE-E<CAVATE THE AREA IN WESTON.DORN TO THE BEDDING ;T-.I ' 3. SEE DETAIL PN 2.1 FOR SEPARATOR REMIRDANTS. CONE COLLAR. MATERIAL THEN BACKFILL FEX10111NG THE ABOVE PROCEDURES. 2 RADIUM DEPTH OF SERVICE LATERAL SHALL BE 3 FEET. ti) PAVEMENT REPAIR DETAIL GU 1.1 SEVER SERVICE CONNECTIONS WW 4.1 TYPICAL COMMERCIAL CLEANOUT WW 5.2 TYPICAL BACKFILL DETAIL GU 2.1 ,...4 .711 E. f=:1 P METER BOX BY CONTRACTOR. .0/DARR 0 5 lc I GATE VALVES-...__ W 1...1 BALL VALVED USC APPROVED I:4 - BACXFLOW PREVENTER METER BY CITY TRE L COPPER le BALL VALVES c•T•1 0 8'PIPE NIPPLE 1:4 PRESSURE TEST EMT 3/4"BRASS BALL VALVE 3/4"BRASS BALL VALVE i ii .., rrn L COPPER HOOD SCREW VENT SPRING /-q iii-66 o leo" 6'90RPE NIPPLE H GUIDE STEM PT4 E•-• Z r7-1 M=SMPS);WN,P NCLUDE 3/4- TYPE L COPPER .4 4 PIPE I I PA BONNET SPRING RETAINER -,4 W REFER TO STANDARD - 5/8"X 3/4"METER DOUBLE CHECK > PRODUCTS USTS: (BY PROPERTY OWN PLAN B7 PREVENTER PVC PPE I 41111. II IrE SUPP . AZRT(TA) CHEN SPRING r•J•1 "SI SHEET SPL-2 FOR POLYETHYLENE ITIBUR '' (BYPASS)ON ALL SLEEVE 1 .1 METER BOX AND SDR9/3408 8 PROPERTY FIREUNES OVER 2. (rrp.) i C.) ALL SEAT( REO) COVER I lets SHORT SERVICES i CITY ONNER I .' 1/4"CHAMFER '0'RING B 4 CI ONLY7 RESPONSIBILITY RESPONSIBTLITY •S&Y RESILIENT WEDGE .ab N I (ALL-AROUND) VALVE BALL(2 REOT.) ..e4 C4 , . GATE VALVES VENT DISK ADAPTER(2 REVD.) C/) BRASS CURB STOP I \ I I a a . N-I 1:1:1 STRAIGHT BALL VALVE 1 , egi VE,RCOS 315 S/S Mil 1... S.1....„3.:."12..,-If.j,:fz;L:j..3 INN A-2.'SEAR DISC HCADER WITH LOCKING YANG \ (VENT) P? Z ril ›..1(SEE STANDARD 1=nlikisim... iipiiiiiit1 • m -r LONG SERVICES 45. \ 14-12'0.C.EW. TO BE INSTALLED 12' PRODUCT UST) FTINISH GRADE . DISC HOLDER ABOVE 111E HIGHEST 1•IN 1-r4 14 Ili- "'`,..LAMIIIIIIM111.-a11,1L, ..,--- 38"X 12"X 6'THIL 3101, CONC.PAD Mt--01111= (CHECK) OUTLET-NO HIGHER W 1-I-1\TERRAIN THAN 5 FEET E=.1 14 RATE YALV7 ,...,MOATSIA W.AfIrpliTORCI610:619345COMINMFITal.5ACA 11/301.44:. ELEV. CHECK DISC E-, 0 •4`..::•-Lik;e:S' Sal.80 P.V.C.SLEEVE UNDER 318 S.S.DOUBLE STRAP SADDLE OM.4.111111...ff 4-C°NC.WI" '01K4i I I M•r PIPE BODY DISC SCREW C-.) '-I 01 PAVIDAY.TO EXTEND 5'BEYOND WTI BRASS CORPORATION STOP IA 2'X 2'X 1/4'TICK. STD.316 S/S U-ROLE. GUIDE(CHECK) THE EDGE OF PAVEMENT (SEE STANDARD PROMO!"LIST) MIN.18"SPOOL PIECE TE DOWN W/3/4-S/S ALL .4 ALUM.ANGLE NUTS AND WASHERS BETWEEN VALVE AND THREAD RODS(SEE THRUST ECHANICAL PACING NUT(2 REOT.) NOTES: 90.FETING BLOCK DETNL PP 2.1 JOINT Firnc 6'X r X 3/8"THIC ALUMINUM PLATE WRAP PPE W/NEOPRENE AT TT"BOLTS TEST COCK(2 RECIT.) C/7 ELEV. ..-, 1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED 3/8"-315 S/S 318 STAINLESS STEEL -4Q Al A ANNULI CC 18-ON CENTER. NOTES: WEDGE TIRE CONC. BOLTS AND WASHERS EXPANSION ANCHOR e. Zi-RI 2 SERVICE LINES SHALL NOT BE PLACED UNDER DRIVEWAYS. 1.FOR ALL SERVICES GREATER THAN 2'DIA. (2 REOD.) µ-12'0.C.E.W. TYPICAL IRRIGATION SYSTEM ,..I <I-, 3. ALL 11-itit,REQUIRE A LOCKING BRASS CURB STOP WITH 2.ALL PIPE AND FITI1NGS SHALL BE CLASS 52 DUCTILE IRON CEMENT LINED VAN CEMENT &El'c:A.. LOCK WHO WAN.), LINED DUCTILE IRON FLANGE FTENGS FOR ABOVE GROUND USE. MECHANICAL JOINT ANTI-SIPHON PRESSURE TYPE (,)s' SHALL es USED UNDERGROUND IN ACCORDANCE%MTH AWNA STANDARDS. •CLEAR VACUUM BREAKER Z'-g"--:, 4. NO FITTINGS BETWEEN CORPORATOR STOP AND BRANCH 0 6-5,7": ASSEMBLY. 3.THE DCUBLE DETECTOR CHEN VALVE ASSEMBLY SHALL MEET AWWA C511-89.AND 7 c c.)'a-- APPROVAL CF ENVIRONMENTAL SERVICES DEPARTMENT. 5. IAAX11.1U11 SERVICE LENGTH LS 100 TO METER. PIPE SUPPORT DETAIL NOTES: 0)•c• . , 4.CERTIFICATION IN PROPER NSTALL ATONAND OPERATION(NIL.BE REQUIREDFROMA NOTES: 6. CASING PIPE I.D.SHALL BE SERVICE 0.0.PLUS I'LAINAIUtt L.LHIRIED BACIRLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY 1.WATTS REGULATOR COMPANY OR EOUIVALENT. .g 1 2 '--,'-°<V THE CITY OF DERAY BEACH. I.FOR ALL SERVICES LESS THAN TO 2"OR ECOAL CIA.7. LONMILA BEND RADIUS ON SERVICES SHALL BE 14. 2.VALVE SHALL 1.4aT OR EXCEED THE&SPE.BS&A AND 0 Mg.ft.140 9 • ON AU-SERVICES BEHIND KIM. 5.THE PROPERTY ONNER SHALL BE RESPONSIBLE FOR THE PROPER PERATION, 2.ABOVE GRADE PIPING SHALL BE BRASS OR TYPE T. COPPER TURING. MAINTENANCE AND it.,UNG OF THE DOUBLE DETECTOR NECX VALVE ASSEMBLY, U.S.C.F.REOUREIPENTS. '`''C'R•• 8. METER SIZE WLL BE DETTERIANED BY PUBLIC UTILITIES DEPT. 3.ALL COPPER JONES SHALL.BE MADE WITH 95/5 SOLDER.UPON APPLICATION FOR SERVICE 6.BOLLARDS TO BE USED IF THE ASSEMBLY IS WITHIN 5'OF THE PAVEMENT.REFER TO 3.SHALL ALSO BE LISTED BY IAPIXO(UPC). BOLLARD DETAIL PW 5.2. 4.RPZ BACKFLOW PREVENTER IS REQUIRED IN ACCORDANCE PATH ay,' a 4.USE OF OTHER PIPE MATERIALS WITH APPROVAL OF DEPUTY DIR.OF UTTUTIES. if.in i g 6' 9. ALL.VALVES TO BE BALL VALVES. 7.ALL TOO INCH DOUBLE DETECTOR CHECK VALVE.SHALL BE BRASS OR OF DELRAY BEACH CODE OF ORDINANCES TILE V.CHAPTER 5200. ID. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. TYPE L 1.4,1-232 TUBING 5.USE OF OTHER PIPE MATERIALS WIN APPROVAL OF DEPUTY DIRECTOR Cr UTILITIES. 5.ABOVE GRADE IRMO SHALL BE PVC OR COPPER. -(4 W 8.USE OF OTHER PPE MATERAILS BATH APPROVAL OF WATER SEWER MANAGER. S 4.RPZ eAcm.ar PREVENTER IS REWIRED FOR ALL CCIAAERCIAL PROPERTIM 9.CRY MAINTAINS UP TO THE FIRST 0 S A Y VALVE. AND ALL RESIDENTAL PROPERTIES 19111 FIRE SPRINKLER b•rbitI4S. ANTI-SIPHON PRESSURE TYPE VACUUM BREAKER Z EIE TYPICAL SERVICE CONNECTION PW 9.1a DOUBLE DETECTOR CHECK VALVE PW 10.1 REDUCED PRESSURE ZONE BACKFLOW PREVENTER PW 10.2 PW 10.3 • 77..;•=6 CO r.4 . IA) F,i; Z 5 - .. c..5 0. r.-4 DRAWN: M.T.J. CHECKED: J.A.P. DATE: 2/13/15 JOB NO. 14060-DTL 0 COPYRIGHT 2015 BY INVIRODERN ASSCCIAIES.INC. THIS DRAwm IS PROVIDED ERR INFORMATIONAL PURPOSES ONLY. SHEET NO. UNLESS OGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER REPRESENTING ENV:ROC/MN ASSOCIATES.INC 5 OF 6 • • INLET FILTER INSTALLATION FN STEEL OR • 1NTHOUT FRAME AND GRATE EXTRA SIRCTI FILTER FABRIC WOOD POST . NEEDED WITHOUT MIRE MESH SUPPORT FFENCE ENCE POST SS7EE1) i FOR ADDITIONAL STRENGTH \\ A'•. L TIE INTENT OF MOS.CONTROL UF1Cw IOCATE0 GUPWOI:LY. FILTER FABRIC MATERIAL CAN \ ••;; PLANS IS TO PRONDE A BMRIER 01 CONT.0002 SAT AIIO 0 001 T d TIE BE ATTACHED TO A 6-INCH(MAX) ^+ FABRIC rie PROJECT Silt THIS REPRESEIITATI01 IS PRONGED FOR THE C INYJ:rF Of MESH MIRE SCREEN WHICH HAS I. I ow THE CONDUCTOR.Da TEST OF EROSOV CONTROL EETFCIINDYSS 6 NOT BEEN FASTENED TO THE POSTS Ilr I. HIRE SUPPORT-MOULD 6A6',5/5 GA.49//100 50.FT. N BE oEiQO1u:FD BY AL IFFFNCE m THE REPRESOIi SET FORTH d THE ����,''�" %II FLOW WELD WIRE SUPPORT.EXTEND 6�YW.AT 5DES DiLMI GS ARC SYECSICAIICNS,BUT BY BEET.THE REGAATIONS SET ' .."••" %Y -- FORTH BY TIE 11001...Tr 91ANNO....DICTION OVER WATER QUALITY 0..1 1i R,p/U M,,.� AIb OTIHER...TAT.I RESTRIend RewnOlEHs w THE REG. 1.r w �, II FLAW RU�a� nIle g.. 2 PRIOR TO ANY 0E AND 3OMENi CONTROL TIEASIING SHALL BE MLA. ,w,,:Mp.0 I. FLAW PRIOR TO AHY CIEARYIG I+ynwr FACAYATION FILLING.d OTIHFA TARO 'Y1I.)1•M%Rii4i p•,n•n ..__- S..LI A,,ACTINTIE$EXCEPT iN05-c O'OUtI0N5 MEWED TO WSiALL 10:10,. AYiIP01I11 6'4W. SOON yFAaart 'FlYliiu"u• -•�- / ► !`" a OR AFTER LbH�R.v.'FI CONTROL YEASAIES SNAIL BE.EVFNt RFP RERAESLENCn _� xiT ��yY iV.11`WJ`y�q��4' 10 FL MAX.SPACE 1N7H W,RE SUPPORT FENCE DIE.4'WIDE k 4'DEEP 4 SECURE FILTER FABRIC YEASDRES SHALL BE WOE FROMM AS MEOW. JyJPJ�OC� 6 FT.MAX SPACING M11HOU7 WIRE SUPPORT FENCE TRENCH,BURY BOTTOM ;��'% TO FRAME AND GRATE 4. IOFP DUST WT.TOLERABLE UNITS BY 9RwRTwc.OTHER ACCEPTABLE �.z� 8'OF FABRIC.AND .. BACKFILL ANCHOR W/COMPACTED INSTALLATION OF NEARS eACKF41 MATERIAL INLET FILTER \// i AMMON,ER..A.soNaNT C NT.I.ILa9IRES MAY BE F,,...,p NOTES. IF DE.LEED NFDESSART BY d9TE 1VECTIM `K a FA..TO PROPERLY INSTALL AND.NTAII ER09.CONTROL PRACTICES1.THE HEIGHT a A SILT FENCE SHALL NOT EXCEED 36 INCHES(90 CM). SII T FENCE SECTION SHALL RESULT IN CONSTRUCTION BONG HALM. NOT TO SCALE S 2. THE FILTER FABRIC SHALL BE J W A CONTINUOUS ROLL CUT TO THE LENGTH SHALL BE PROTECTED DETER AND GRADED ROO(AS PER OF THE BARRIER 70 AVCW THEUSE OF JOINTS. 7. GRAMME INLETS S INLET PROTECT.OEM' 3.POSTS SHALL BE SPACED A LHADMUM OF 10 FEET(3 11)APART AT THE BARRIER LOCATION 6 ANY ACCESS ROUTES TO SITE SNA L BE BASED Y01H CRIISR'D STORE.09101E AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 12 INCHES(30 CM).WHEN EXTRA �R �B PRACTICAL STRENGTH FABRIC IS USED WITHOUT THE NMRE SUPPORT FENCE.POST SPACING SHALL NOT �U BtB Intl ki i EAOSi.C.0ROL UF1a2F[ARE TO BE WINTANED UNTIL PERMANENT EXCEED 6 FEET(1.8 IA). GRaR1 COVER IS ESTA0H Na 4.A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES(10 CM)WADE AND 4 INCHES PLACE THE END POST NOT TO SCALE la TMIFNEYI:A ELASTIC NATURAL VEGETAL.SHALL 00 RUM.MO 000100ND. (ID CM)DEEP ALONG THE LINE OF POSTS AND UPSLOPE FRW THE BARRIER. OF THE SECOND FENCE .RETIES INSIDE THE END POST II.ALL O 0 IS TO BE IN COMPLMNCE YIN THE R1AFS AND REGI AT1 00 SET 5.WHLN STANDARD STRENGTH FILTER FABRIC IS USED.A MIRE MESH SUPPORT FENCE SHALL OF THE BOTH FENCE 1.CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. FORM BY ENE STALE CP FLORIDA.ID PARLADIT OF ENNRONMENTM PROTECT. BE FASTENED SECURELY TO THE UPSLOPE SIDE OF INC POSTS USING HEAVY DUTY WIRE z 4 AI:O THE Ott OF DFNAY BEKN. STAPLES AT LEAST 1 INCH(25 MN)LONG.TIE WJTES,OR HOG RINGS THE WORE SHALL ROTATE BOTH POSTS AT 2.CONTRACTOR TO REMOVE FABRIC JUST PRIOR TO PAVINGLEAST 180 DEGREES IN A 12 IA-SOURCE FR.OEWATFRNG OPERATORS SHALL BE RETAINED.SITE IN A EXTEND INTO THE TRENCH AA MINIMUM OF 2 INCHES(5 CM)AND SHALL NOT EXTEND MORE �- CLOCKYAS'c DIRECTION TO C.TANI.IT AREA. THAN 36 INCHES(90 CM)ABOVE THE ORIGINAL GROUND SURFACE. CREATE A TIGHT SEAL A SEDIMENT TRAP WILL BE EXCAVATED BEHIND THE CURB AT THE INLET. THE BASH 6.THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE. DIRECTION OF RUNOFF WATERS WITH THE FABRIC YA7FRlAL BR'SHALL BE AT LEAST 12 TO 14 OUCHES WIN WIDTH, AND 8 INCHESCH DEPTH.APPROXIMATELY 36 INCHES (20 W)OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH.THE AND APPROXIMATELY 7 TO 10 FEET IN LENGTH PARALLEL TO THE CURB. FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES(90 CM)ABOVE THE ORIGONAL j { ) DRIVE ROTH POSTS ABOUT a0 GROUND SURFACE. - 18INCHES INTO THE za STORM WATER WLL REACH THE SEDIMc?7T TRAP VIA CUEiB CUTS AD10-F T TO EACHGROUND AND BURY FLAP a W SIDE OF THE INLET STRUCTURE. THESE OPENih'GS SHALL BE AT LEAST 12 INCHES W 7.THE TRENCH SHALL BE BACNFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC ji a� LENGTH. STORM WATER MAY ALSO REACH THE BASH MA OVERLAND FLOW LAND AREA 8.ALL PROJECTS REQUIRE SUBMITTAL OF POLLUTION PREVENTION PLAN(PPP). BEHLVO THE CURB. THE CURB CUTS SHALL BE REPAIRED WHEN THE SEDIMENT TRAP IS N.ALL PROJECTS 1 AC.OR MORE MUST SUBMIT NOTICE OF INTENT(Na)TO FOEP. ATTACHING TWO SII T FENCES ZW TR41 REMOVED. NOT TO,•AI F '' EROSION CONTROL NOTES DETAIL D9.1 SILT FENCE INSTALLATION DETAIL D 9.1a INLET FILTER DETAIL D 8.1 Sheet 1 of 2 SILT FENCE INSTALLATION DETAIL D 9.1b Sheet 2 of 2 • • Lo [ z i11 i A P. i / 50'MIN. N O W M+/ G L'� - -- - - - - _ - - - - - - - - - - - i n���t'�1�,�i�l�l Z 1r • / Mom- •t• "'l���l• • • �.. Z W '1 ° ° ❑ ❑ 20.00' I -�" .��v�L }Qall+��1.�•' o �� W I E 405_� W 1--1 N AGGREGATE • b R' p' Q o' o • I .TY/PUBLIC ROAD a +�1 p EXIST STORY TE ORAFY S: T W z • FE CING 'TYPE AL) o STRUCTURE ❑1 m I I a O W FEEL=20.51 ❑ - _ J A C o �, Z N DI OTE: / (Tl • A CONSTRUCTION ENTRANCE SHALL BE E. . e / w CONSTRUCTED AND CONTNN AN AGGREGATE .Z LATER(FOOT AGGREGATE N0.1),AT LEAST Q g. 6-INCHES THICK IT MUST EXTEND TO THE E. v 2 • W.DTH OF THE VEHICULAR INGRESS AND I-a I i ( o i . • EGRESS AREA. 07 onn OEN I� A TEMPORARY SILT -N a 20 W daL� ;1 : 1 1 FENCING (TYPICAL) STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C p m_ F'"m �� u■ i a� dy. �- — - - Z 0 off w o oI �g -. i A � 6 w`a� zoo-- —_ JCL 'R� FIN. FLR.=20.51' OQ .• ....c. .• I 1111 :P...... I "QOo/ li o 11 T LJL1 z F�� n❑_ _ 1/ °i • W��^ • 0 ■ O = i- - -r- x co a�I 20.0o w ��I z j aj "J R.O.W.j DEDICATION y I __ CALL 48 HOURS BEFORE YOU DIG. W _._':._._ �— ITS THE LAW DRAWN: 16.0' j 1 1-800-432-4770 j M.T.J. SUNSHINE STATE ONE CALL OF FLORIDA. INC. CHECKED: J.A.P. ' 1 �� . -5 SCALE: 111 10 20 10' DATE: `` 2/13/15 \�� 5 15 JOB NO. 14060-PPP Know what's below. °THIS DRAWING IS PROVIVDE FOR INFORMATIONAL ATONAL INC.URRPOSES Deily. SHEET NO. UNLESS SGNED AND SEALED BY A REGISTERED PRDFESSONAL CBI..before you dig. ENGINEER RLPRESDETW0 FNVJLaOFSGIE ASS00ATES,INC.. 6 OF 6 2 8 0 a • Ala I 1 exbtIng cocopkn to•male J `♦ -- ,`' rd Rea-- .♦ ; ♦ i V _. _ + /vss A tl a -a-ii e. �/� \� FJITrV .�+r r`} 1® %///I/////�/O�/J70T////Y////// ////% �� ,h I i �r��i v.a}77 i11 x t • SSW yt o ♦ I /t - n e • J 6 J •4„...��yS ."'"Filt64,4 % v FCiii<if� 'fi'fOr3P.4v� / ♦Sv ,- i • y GSS••Si1S4:0. 0 .T WIPER ROTES Sena) ^�..y 1 Sy�4S.<. iCSI I ♦ yj.<�♦I %'<' �S Y tt< elcagn beach4116.,p,„, t P o0Ab4<Py b♦it<l i4♦0 4,41 py �/ lr�vyi�' iy iNI vS<SP< b�♦<% ) v y;:amSy_0$y.;K ♦�4� �ib ' / Ir ,1 :`"wets kilill YiJ �/ %1 �S � i<y0y • i MySII�1%�� It♦ • I assnxa tc1 �rvoTEs: IV•�Vc;SMn �4Z444444iiSSi � % e1 . I.ALL ROOT a.n us DI.BE.•ww+,a rxw.0 onnDuncs 1.� <� <Ms<<<<s•.•• ♦< .v<A<'.<d+<l ).rt•n CTE3 Br O CC ROOT aaA E B Blau s[POST RIM an ND �v<v bb�� \ �n�,y,"ir p<S��i�i<i�i�i♦♦iy<ib��i�iy♦/�i<i�r<i�i>,v< �i I IR rIs D Br IOR C RO TO RatERS W.B FOOT 3NtRER3 IM D T A. 44i p jI< • a•••• 7 IS: it iirl IA41<400 �y<N♦S<S♦/21tt V$4sol;%#%jk!v,; .. p .<e.��<. •e:a• .�y� vvb%vv ivy iv b vv iii i .�. Z. • •••'`asii �pS�i=i i<i i♦S�ii<S<i♦i<v♦i�parS��i<�' i J.par EMRTxn 9lRAi BE x•aNtr Je'CSP.aPFaeKD RRCd1O9 NQICE • •••••�tA& �Il._. :nor Nn•Root mwnDa•.nmNu eaRRtRs vuu ac>,•F/NOS 1 0'�' k.e .A�••d_• v °<.♦���y♦ ,,,�,y,�`���;S��c :•.�i�������I-.�b��. RPm BY axe aR x. � %:$4<S<♦S�S♦S<S<�<S<�<S00:#4,-avaNst,$.`y<♦ <y R.xn Root aNiMS15 9u11 x PD..°N Aavmu.¢NIB N04PACT RERs -I♦' N ♦♦� ♦�♦♦♦♦ 1 ♦<<♦�♦- <�♦ Tmr rr3nercnDrs >z;Ail, \�����,��O�y<v<i <�v<S<S�S♦S<v<S♦S♦SZ!p® �% '��y I ����♦�c cN�y♦ �^ty♦ii<S♦�S♦i My<�y<S<S ii©i�w♦S ai•♦i<i y♦j <S<� TYPICAL TREE WITH ROOT BARRIER LD 1.1• Allt I, ►,'rj`<,,:� �wj•')y,�I`�Ay�,5� S�s�SN%%i <rI�S;I %ib�Ay'! ��S I ef. 'F��j,�, �S<rZ E.b i♦:<y<b♦v♦y<♦.►�hy<y♦�♦ef♦♦y♦tiL♦ y♦v<♦�L '_�. tlt j ' v ryi;" •11• riPP. i Ski<444%SZS♦S't►figf♦S'; IS i.$41li�t:v♦h� G"<. a Z<� ♦ ♦ ♦ ► . .�I'<♦♦I,,y♦.yr> P.o �e`f Q I:aj>� i�r<n,cy�Z IY<gy♦v►�;>y<♦Ara y♦ �•i-•1 �y-1 .� .��ii�/ I y'I�Ri<S♦j: `y vyi�S'�j <S♦S♦S�I�y y�Z1C��2S�v<:;' J� ` l�//O�/. 1 y��f I��S'i S�iy��v♦Si< �v�v I�hy�lvv C�P�j1♦, �/ tvJ 0 Ivry j `� iMI y r♦i<. %//,�� A4 t ♦♦♦t re312 eM� I�,P i�yy`��I., y'Ci=li i Sb<���I;v ii<s"111001101111 �S�i%♦yl= ���3 °.ae•11'; ■!rg <<i�7 I !' ►ilti:�i �v i ,I P► i4< I ib<i<i <P♦�yl• /jat.� � III��1 r v i .i v S Nj Nit sl <<t<�<S vb<<i. S<v d:li <♦`y< ! y<�'y�n'n, v v<S<<<i y♦i�♦y <F<♦ ,,av�'9Pi,�, ■ �. ��w<. .l i'CS♦3:Sti�J I✓ la�l<vw<<�w'i�ib� ♦v♦i� �ib< r�i II1 yI s' project, • • r.ouros 12 0 ne 1st eve delrey beach NOTES: rlorlde i. OSTTAIVINLIS I7DriN,a,.ry�D,rr.ct,na CODE COMPLIANCE DATA. PLANT LIST F NO LEGEND •ROOF aMRFA UffD J am BOTANICAL/CG31310Y N41'E Bae19CATICO5 act 1 kx..l,.v reese TO BE w utEt., • / A TOTAL LOT AREA SD2l 5P. An Adcnldte R'ernle 14'oa.ht. 2 V /B 5TRSCTLLFS.PARKING, 1)51 5F. GrtlM>Peln etrgle trot \± NxsTING TREES 70 FpTAN oIAL1e4AT5,DRIVES,ETC. IA Ilex atteoate I2')It x S'spr. 4 /� \ • I' • C TOTAL l'ERVIPri LOT AREA G•(4-B) 261E 5F. East Palatka Polly 3'cal ( - e E,aSTIr>G P'LLI'TS To R`-^4°( TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 $ �!�3. �� D AREA 6 SwR195 AND GR'.V)° D•(C x 302 e�SF. In.'s ilaenolle garldtnpe 3. a x H'.pr. I ti COY..255 IZE.CCIfIED Southern H,none 3'cal �t*C+T TO HE RELOCATED 1 E AREA GF' 5 AND GFKTND 1530 53. � �n4edt,t elegen> 6'ht.x 3'Apr. I ' S5 LOCATION of ToLO ATFO 77'ES COVERS PROVIDE.° Parlor Palen �% CPR Chy obelarus Itaco 24•ht.x IS.spr. 34 PCIsCEED Parro ave bOd,G6r F NATIv£VEGETATION FvQlIIED F.(D x 25) 200 9F, �c pk� 24'o� 0 landscape BfLhiecture/ inc. D i A I L 14E„IM G NATIVE VEGETATION PROVIDED 704 5F. CU goal& a 24•Os. o 15•>pr, 14 O FROPCem rr¢n 601 n.congress eve.,suite 105-e TOTAL PAVED VAR USE AREA3)T 0krle HedsF, delrey beach.florid:"33445 TPE CONTRACTOR t•AIST ADPEFE TO THE FOLLOWING, I TOTAL INTEROR LANDSCAPE A5,A I•(w x.m) ale COD CodleeuR Vanegatun 4reretry' 74•ht.x le•Apr. 16 561-276-6311 Rya He•++ey Creedal 24•ec r,_!E•Rena ma'rx.Ar rtrn;a prxace oSN!.ntem ltrRh::(•I s:•'cs J TOTAL INTERIOR L�m"•C4PE AI-A. In eaee.s of Sam SP. DIA DIa7ie(nesse,<a l2•IILo Q•opr. LIGHTING LEGEND 0000991 znn rt"V^•,e .Irtataoe:oh.,.E/Pee»',cut,Ix,.,r.•;. PROVIDED Blueberry Finn Llly 15•eG to a f arty l.,o w'Rs r i.4-, sheet title, t tu": N b (.a K TOTAL INTER/CR SPADE 1RES K K.VMS 53JFIG Flcus nlererarpa I°'In..x 10'Apr. 262 t'� sfc'n4 rAT-,toll ct"r r0} RR D 3 ORES Creel Island IS'et '�"OK P - - e n d' ..' L TOTAL MfER10RSweDETREES LIR Llrl 1=ve• Glent' 10'Ftxb' TI panting L nl Jt 11 0 MI.1P.A.,R FRONDED 3 TREES ope o"01 green spr. Evergreen Glare LlrlO IS'oe, ,y planting SC.1 Shcemee arborlcole 24•K x le•aLIGi,T POLc a n 0- 1 •;,v., e.1:1a•rrot r1 TOTAL L0EAR FEET SUi DNC2PG 165'L F. pr. 2 I I Alan BAB Bar( i•- f.. .-1-s v'l•� PARKING OR VRaCULAR USE variegated TrFette 24'o� sad 530 E.J.N�'• bn1„I.e I"" sod Et� s'otacaetor full,fresh • sod number, Y l r I I IM e.l N TOTAL NIYdER Cr PERIMETER N•M/30) S TREES 5t.Augusstlneexd Floret," N-,m•-I':^'";'._.L.._'_. TR05 REO R ED N•MT!)F ADJ4NCENT TO --- 314 PROPa_RTT N FLE.SIDENTIAL 19E date, 1I-24-14 scale, n•-70•-0• __-� ..-•(,;.1 O TOTAL NUMBER OF PERT'!ETER 5 T1 rL5 ..--.,,,,(,,I "^Ci rzrd TREES PROVIDED drawn by, lore /.,,,,..,,,,,!2.0- . •_nl.,.•;_=ry P TOTAL WIDER Cr EXTSTRG TRIES 5 TREES . / TO BE SAVED EN SITE re Vf510n5• a TOTALNL3ERCFNATN'_TFtE.ES D. K.„)x� 4 REES EXIS T INCH TREE LIST ® -nor-nD • I R TOTAL 141tBER CcNATIV£lAES • PROVIDED proposeded trees5�7 7RE'�- �TAIIlZ _ 4 salN>'g trees 5 TILES H W w r Br BB•Ti'p.b•calrewoR Q 5 TOTAL NY.9ER CF/1 5 O1 PLAN Q TRR5 C rs3e y Bs. e•N. A PROVIDED D Orme So a.�eG SP N.1r70o r-le•ut E b'la_.le'*Pr. A F '-'Prs•ue Nkl IC ht,T 1,1,eat rale.. rlosgoey Psh 24•N>.clout WR redh H Ma+egvey f.4 74'M.clobt wt sheet, N yP.a 24•N.eR'61.ww J P,.S Lee.TIR' ...N.Rt•De,."e•uL tercel. oi,NORTH LLl.e•tN•e'er.x'LL~ areva e•ut Ala . L_1 I of 2 sheets • • App...Do«.am. 1.01,rk..o« D.Yre,fro.a..va9« N roar.b.W w Lan..A.W..r...rot• wooer lade..N Iw.�.....W pan b be rep.... W La.w..p odor..r .ar..uo.or v p.elo. D.bon*.,. 1 of Try.P.r.arW., [ea A II...6.01.11.w be reg...lr.wry.:Y b.Lao.4w=.et nay I.e.tr.r.ur.b....d ADN.ry.N.Welly F.b,.Lob ocapp•..bb..L.`uri«uvl arbor. Ain. trued WI.car W.4wka•at l Wt roof NollYvy nowe p%Imp of rwxyy.w+WrW.W fUT br . .....err. Moran W prefer w49 1.........garwr w A gw^d4v'.Ma..l w per.Of goW or al W Non. nod al.a W�b Lou g b•8h Noll W day M W op...,.w a b at I...a qrl u W vgeuuy .per....onRoabore u.b. L l two now w• . revs.pr,_. before plant.for cc...Nib.so..r...a for fU floor.of nem,*Lod.01 co rakt.Y Rdr.l ..yb.M ono .Jd.now. or off I Imp* lm.�r. � 4 Oar allortow LricpeArA.d.Ard ,mmt Imy and local Loy yr ppw.l by alauts• wrwyworwl WJm loll l+ootwr Wbg11.ob..now OplhN ..a Ny reg.... K r.grt.d byWWerwlaHr•p..Wl.ca•tram AYrs.nnovel apt•. .r.o pall..Noll 4 nJ N. Noll be orrw«df'wN.pauau qulb .wlu nod eyu.Nollcwpy «�� •bf.y.odn`yd...of 4Y.nod y y.ta LwW.lw nl Trot Her .*apt.. now.rvr.of I yr•few N.Ono a l...l 19nAllrly op..9II2IL_ f.r .gran. Per au prr.uw..rN..P•�•w•• .IN 5(1.8 .Der Nun. K/Y(t I Port I..w. s. I.boron of No p..malw.w �i Now In..der....nod w e..lwu�of teary`e PPS... ....to ro°t loll Ad...oleo, boor.W rlwul 1.murw.e w N.uwe e. .ru.R.•...0 of Noll.g...r+re for o of Ito palm Noll begin at ter.er..�prbw.y.�.r... A No�...Noy Y., 1.now m.... in a e' •�>•'�••rot I w rot an befur..0 l.to.n•.m.Y mvu.t any Una 8yig u.roger `oar...,, run.l.lenerr&4 a W Jab no....r.11. `r PoJrL ..to a.L.r .W.rcyuwa nos Nor al Kul .rot fr. 1•..folb.0 1 A bolo.Pre a.. w.ap.,1.II.a.pp.r. Lrdwp.Con..Noll brave reJ.G.0 Wm or pro...bored.t No bu eml terw par of crop Orono for•Y. -g.1..rrtlflo Nor yr from W t W w flab e.of,era to r Contr..w roper. N.wr.wrwr. b r'� pope.;rvu..erdc.*nod.cd«n.x ob..,to .. t:w.y w �_.- W g...rm.agar.. . by CALIPER near OAia Dtl IUII C4I O[lTl o�.pl..W.orx w..Guu8 a w Moo A.hem oy Irom No I)IT. l 1../9....and n I.u..11rwNoll.1.14.*In Nor nuns✓d an noon to otWto ... 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Doi*...Lung log Iwmd by W Nog m.so.. ;.perront Nos 16.1613,w�•law I.rv.1.wpunc...dOrr ne ty N. .......to ar don v*am..r.9d.o.uoo.t PL..n N.eperb-fo...t W ter.4 sheet. tow.dnubrb w W bit.sal en*W rag of W hal..upvc.a.w W ru W mpw.w L owv.ww. final p.PW a....erg Web• q... .No rpw.w. ..........71..17....... pN.otog Web v..ga b.f.err.or. • (_-2 2 of 2 sheets • HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Jennifer Turner Authorized Agent: Troy Ammons, Architect Project Location: 916-918 NE 5th Street, "The Water House", Individually Designated HPB Meeting Date: October 7, 2015 File: 2015-208 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) and three variance requests associated with the demolition and new construction of the cottage structure on the property located at 916-918 NE 5th Street, "The Water House", Individually Designated, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The property is located within the R-1-AA (Single-Family Residential) zoning district. In 2001, the City Commission adopted Ordinance 15-01, thereby individually designating the property and listing it on the Local Register of Historic Places. The subject property contains two cottages. They were originally built between May of 1936 and March of 1938. The larger cottage (primary residence) has been rebuilt and is currently near completion. The subject cottage (guest cottage) is in a dilapidated and structurally unsound condition as certified by the project architect. Additionally, the existing structure is located below the flood plain of 5'-5" (NGVD) and does not meet current FEMA floor height level requirements of 7'-0" (NGVD). The property is one lot away from the Intracoastal Waterway and major flooding has occurred on the site. The current request is for the reconstruction of the Waterhouse guest cottage in the location of the existing cottage. The 400 square foot cottage will look identical in scale, mass and height to the original cottage and will maintain the same architectural details. The proposal includes the creation of a small addition (14 square foot larger than current footprint)which extends the kitchen to create a modern, livable and safe structure. The items that are proposed are as follows: 1. Restore, replace and add new all damaged structural materials throughout including but not limited to a new structural concrete floor with finished wood flooring (salvaged from the main residence). 2. Replace the entire roof with a new fiberglass shingle roof(to replicate existing) 3. Replace chimney (faux brick to match existing) 4. Replace all wood siding on the house to match existing wood Dutch lap siding 5. Upgrade the exterior building shell to current hurricane building standards 6. Upgrade entire residence to current building standards with new vapor barriers, insulation, plumbing, mechanical and electrical systems T. Replace all existing doors and windows with new impact rated units (to match existing) 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,.2015 Page 2 of 8 • Demolition is also required due to the following issues: 1. The existing structure cannot be saved or restored in place due to the unsafe condition of the structure and the above mentioned raising of the floor height. 2. The existing cottage is not stable enough to jack it up and relocate it. The entire house will be braced then the roof will be removed, walls removed and stacked on site for reuse of any materials that can be salvaged. The north facing front elevation (to the west of the front door) will remain in place. The proposed new structure will be painted a White Dove color with Wythe Blue shutters, trim and front door. The new shingle roof color will be slate gray. The cottage finishes will be compatible to those of the main residence. Three associated variances are also requested and are as follows: 1. Variance for reconstruction of the guest cottage encroachment within the existing original south property line setback. The required setback is 10' and the proposed setback is 4'-7 1/8".This does not extend the building footprint from its current location. 2. Variance for reconstruction of the guest cottage encroachment within the existing original west property line setback. The required setback is 30' and the proposed setback is 1'-5 9/16".This does not extend the building footprint from its current location. 3. Variance for relief from the LDR section 4.3.3 which states the guest cottage shall not occupy more than 1/20th of the lot area or 5% coverage, and shall not exceed a floor area of 700 square feet. The request is for 9.52% lot coverage equaling 190 square feet over the existing 210 square feet. The proposed guest cottage equals 400 square feet in total. The subject COA and its associated variances are 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 R-1-AA 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 Lot Coverage (Maximum) NA 32% Open Space (Minimum, Non-Vehicular) -- 68% Setbacks: side st. (north) 15' 20'-3" rear(east) 10' 52'-10" front(west) 30' 1'-5 9/16"* interior(south) 10' 4'-7 1/8" * *Setback variances analyzed in this report. STAFF COMMENT: As illustrated above, the proposal maintains two of the existing setbacks, which are legal non- conformities, with the subject improvements. However, there is additional encroachment within the side interior setback along the south side and west side of the property, thereby requiring a variance. The variances have been analyzed further in this report. 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,2015 Page 3 of 8 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. 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 "Minor Development," as it is a change to an Individually Designated site. (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: 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) 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: 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,2015 Page 4 of 8 (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. (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 development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. 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 reconstruction. The new windows and doors are located as closely as possible to the original locations, and the opening sizes remain the same. The window style will match the existing white single hung, 6 over 6 and 4 over 4 styles, and will be impact rated with aluminum frames. The proposed entry doors are also impact rated but do not look historic in design. The replacement of missing entrance features should be based on historical, pictorial and physical documentation and this is attached as a condition of approval listed in the recommendation section of this report. Replace doors that closely match the original, or that are of compatible contemporary design. Window muntins are recommended to be dimensional in profile, and they were not specified in the application. Per LDR section 4.5.1(E)(8)(g), window design with dimensional muntins are suggested to maintain visual compatibility with the historic building and this is attached as a condition of approval listed in the recommendation section of this report. The drawings indicate that a replicated chimney will be added to the new exterior structure but will not be present on the new interior. The original cottage has a working fireplace on the exterior and interior. Staff recommends that the proposed exterior chimney be finished with real brick and replicate an accurate depiction of an historic chimney appropriate to the style of this structure. This is 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. 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. (1) The Historic Preservation Board upon a request for demolition by a property owner, shall consider the following guidelines in evaluating applications for a certificate of appropriateness for demolition of designated historic sites, historic interiors, or buildings, structures, or appurtenances within designated historic districts; (a) Whether the structure is of such interest or quality that it would reasonably fulfill criteria for designation for listing on the national register. 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,2015 Page 5of8 b) Whether the structure is of such design, craftsmanship, or material that it could be reproduced only with great difficulty or economically nonviable expense. (c) Whether the structure is one of the last remaining examples of its kind in the designated historic district within the city. (d) Whether retaining the structure would promote the general welfare of the city by providing an opportunity to study local history, architecture, and design, or by developing an understanding of the importance and value of a particular culture and heritage. (e) Whether there are approved plans for immediate reuse of the property if the proposed demolition is carried out, and what effect those plans will have on the surrounding area. (2) No decision of the Board shall result in undue economic hardship for the property owner. The Board shall determine the existence of such hardship in accordance with the definition of undue economic hardship found in Subsection (H). (3) The Board's refusal to grant a Certificate of Appropriateness requested by a property owner for the purpose of demolition will be supported by a written statement describing the public interest that the Board seeks to preserve. (4) The Board may grant a certificate of appropriateness as requested by a property owner, for demolition which may provide for a delayed effective date. The effective date of the certificate will be determined by the Board based on the relative significance of the structure and the probable time required to arrange a possible alternative to demolition. The Board may delay the demolition of designated historic sites and contributing buildings within historic districts for up to six months while demolition of non-contributing buildings within the historic district may be delayed for up to three months. (5) As a condition of the Certificate of Appropriateness approval for demolition, the Board may require that the applicant take such steps as it deems necessary to preserve the structure requested for demolition including consultation with community groups, public agencies, and interested citizens, recommendations for acquisition of property by public or private bodies, or agencies, and exploration of the possibility of moving one or more structures or other features. (6) The Board may, with the consent of the property owner, request that the owner, at the owners expense, salvage and preserve specified classes of building materials, architectural details and ornaments, fixtures, and the like for reuse in the restoration of the other historic properties. The Board may, with the consent of the property owner, request that the Delray Beach Historical Society, or the owner, at the owners expense, record the architectural details for archival purposes prior to demolition. The recording may include, but shall not be limited to photographs, documents, and scaled architectural drawings to include elevations and floor plans. Two copies of such recordings shall be submitted to the City's Planning and Zoning Department. One to be kept on file and the other to be archived with the Delray Beach Historical Society. At the Board's option, and with the property owners consent, the Board or the Delray Beach Historical Society may salvage and preserve building materials, architectural details, and ornaments, textures, and the like at their expense, respectively. (7) The owner shall provide the following information on his/her application for any contributing structure in a historic district or individually designated historic structure: 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,2015 Page 6 of 8 (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. (c) An appraisal of the property in its current condition, its value as vacant land and its potential value as a preserved and restored historic property. • (d) Documentation that reasonable efforts have been made to find a suitable alternate location for the structure within the City of Delray Beach to which the contributing/individually designated historic structure could be safely relocated. STAFF COMMENT: The historic structures at Waterhouse are locally designated. However, the applicant's agent (licensed architect) has demonstrated in his certified Architectural Structural Inspection Report that demolition is appropriate for the subject structure, per LDR Section 4.5.1(F)(7). The agent has established that an unsafe situation exists in relation to the structural, electrical, and roofing components and extensive water damage has contributed to the failure of the foundation and interior walls of the structure. He has presented written and photographic documentation to this effect. Staff has also inspected the subject property and is in concurrence with the architect's evaluation. The architect has also stated that the building is not able to be relocated due to its dilapidated condition. The Structural Report and associated documentation are attached to this report. Pursuant to LDR Section 4.5.1(F), positive findings can be made. Staff is recommending approval of the request for demolition. 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)(5): (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. 916-918 NE 5th Street;COA 2015-208 HPB Meeting October 7,2015 Page 7 of 8 (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. STAFF COMMENT: Pursuant to LDR Section 4.3.4(K), The first variance for the building of the guest cottage within the existing original south property line setback is necessary to maintain the historic character of the property. The required setback is 10' and the proposed setback is 4'-7 1/8".This does not extend the building footprint from its current location. The variance is asking to keep the original non-conforming setback. The second variance for the building of the guest cottage within the existing original west property line setback is necessary to maintain historic character of the property. The required setback is 30' and the proposed setback is 1'-5 9/16".The variance is asking to keep the original non-conforming setback. Pursuant to LDR Section 4.3.3, The third variance is requesting relief from the LDR section 4.3.3(P)(3)(b)(Q)(2) which states the guest cottage shall not occupy more than 1/20th of the lot area or 5% coverage, and shall not exceed a floor area of 700 square feet. The request is for 9.52% lot coverage, equaling 190 additional square feet over the required coverage. This variance for the guest cottage will assist in adapting the existing property to the owner's needs for modernization and safety. Special conditions and circumstances exist since the existing structure is non-conforming with respect to setbacks, and the property is of such a small size that any proposed additions would require a variance. The small additional space would be added to the front of the cottage (which would be recessed from the front building plane) and will not diminish the historic character of the structure or the property. The new space is in the same plane as the original design. The architect's variance letters are attached to this report, and the proposed setbacks are illustrated on the site/floor plans. Based on the above, positive findings can be made to retain the existing, non-conforming south and west property line setbacks, and for the 9.52% lot coverage to accommodate the reconstruction of the guest cottage. The cottage will resemble the original structure as closely as possible on all exterior elevations. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness and Variance requests (2015-208) for 916- 918 NE 5th Street, "The Water House", Individually Designated 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. C. Move denial of the Certificate of Appropriateness and Variance requests (2015-208) for 916- 918 NE 5th Street, "The Water House", Individually Designated 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. 916-918 NE 5`h Street; COA 2015-208 HPB Meeting October 7,2015 Page 8 of 8 RECOM MENDATION By Separate Motions: Move approval of the Certificate of Appropriateness (2015-208) for 916-918 NE 5th Street, "The Water House", Individually Designated 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 all window muntins be dimensional in profile; USACta-2� 2. That the historically replicated exterior chimney be finished with real brick; 3. That the entry doors be of a historic design, not stock doors. a Jun/ N-816 Variance 1(9)k/v �7--0 Me. . Co (i?�-9t rc h Move approval of the variance pursuant to LDR Section 4.3.4(K), to retain the side interior (south) setback for the cottage at 4'-7 1/8", whereas 10' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance 2 Move approval of the variance pursuant to LDR Section 4.3.4(K), to retain the front (west) setback for the cottage at 1'-5 9/16", whereas 30' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance 3 Move approval of the variance pursuant to LDR Section 4.3.3(P)(3)(b)(Q)(2) which is for 9.52% lot coverage, equaling 190 additional square feet over the 1/20, 5 % coverage requirement. Report Prepared by: Lynn Van Duyne, Historic Preservation Planner • x +. 1 • �• 1• 1`1 ,«% •t ;ram , 11. E n, i •t, �. .a µ�,r^ .., • Y"ff 4 r' Y'� r f �q {� "G� • J ii'i iiut"!I� 1I ,,, m ,n. r�'s, . 4 _ �+ r i AI .ter '+4. • �� }' •* `fi rr ' i, .litif\.• .E.,, �d.�4m, „� tr spr ,'1 itt..i„ ,_ i • f q )'s �•; raw« L 4 i th , ± •1,„., �• I 1 Y , r• 1. • - - - -- - -y„✓ r I .. Y 11 �I 4 . M • 4id '� rNE(5thr5t 'p' NE 5th St ',N- . ✓ . � t • • It a lote .,, �., t A • \\ ...-Jir VI 0 1• q1 . jai•11 t II , B• f. is-•',r:'. +ti.,�� 1 :+" , 1 V,.4i' a• it • t l ' k _ 4 � • • I I,'Ib •a I wl , a �• e TI + IVrw.` � " / t 1 .Jt t y I , ' hM y r y t I r W• L- ;I ••,ter '.I .1 I{ A .M•fitS• •� I a 'd ie • ti • • 7LDfa� TROY AMMONS bL24 ) REGISTERED ARCHITECT-AR11849 1907 NE 4"'St#1 Ph:954-480-6191 PLANNING DEERFlELD BEACH,I:,33441 Email:troyammons3@gmail.com &ZONING Architectural Structural Inspection Report Inspection Date: 7-23-2015 Property: Cottage of approximately 400 SF. Historic Property located at 916 NE 5th St, Delray Beach, FL 33483—Owner.Jennifer Turner. Prepared For.Jennifer Turner Prepared and Inspected by:Troy Ammons,Architect Sections within this Report • Structure Roofing Waterproofing Exterior Sheathing Electrical HVAC Plumbing Insulation Interior Report Overview This report is a general overview of the property listed above. It is not an all inclusive inspection report based on destructive observation and may not cover all issues with the building in every detail. If a more extensive investigation is required beyond this report we will need to do partial demolition to observe the actual condition of hidden structural members. The property consists an estimated 4,204 SF lot size, at the above mentioned address,with 2 residential buildings.The two buildings consist of a restored Main house of roughly 946 SF and a Cottage of roughly 400 SF.The subject of this report is the 400SF Cottage. Both buildings were originally constructed sometime around the mid 1930's and the cottage has been renovated at least one time but none of the work done at the time of the renovations was done properly and - mostly addressed superficial non structural issues. It is our contention that the Cottage can not be traditionally restored due to the dilapidated state, and can not be safely jacked up off the existing foundation.The cottage finish floor must be raised and in order to accomplish that the cottage needs to be disassembled,walls stacked on the site if possible, north most wall left standing while a new foundation is built above the flood plane height and then the cottage be rebuilt as a duplicate with new materials and reusing the existing materials that can be recovered, but that will be a minimal amount.As an estimate we believe only 5-10% maximum of the existing materials on the existing cottage may be in sound enough condition to be reused.The original flooring from the main house will be reused in the cottage rebuild. • • TROY AMMONS REGISTERED ARCHITECT—AR11849 1907 NE 46 St.#1 Ph:954-480-6191 DEERFIELD BEACH,Fl 33441 Email:troyammons3@gmail.com Structure The current condition o fthe cottage is dilapidated and close to being condemnable. It has suffered from many years of neglect and that has led to a large amount of termite and rot damage. The building as it exists today is below the flood plane and it is our feeling that besides termite damage and normal rot, the elevation of the cottage being so low has made conditions worse where water instrusion into the floor structure and lower wall structure was and damage was exacerbated by such. Walls—In general the wall structure of the entire cottage is at such a dilapidated and compromised state that it would not be safe to remove the plaster interior wall surfaces and exterior sheathing without the building collapsing. Foundation—We have not been able to ascertain exactly what sort of foundation the cottage has. Over the years It has apparently subsided into the soil to a degree or the soil has accumulated enough around the cottage that there is no more apparent crawl space.There are no apparent Piers, so at this point we are not exactly sure what the foundation is. It is possible it could be slab on grade but that was not typical construction for the 1930's.The finish floor is below the minimum flood plane and needs to be raised. roughly 18". Roof—The amount of damage to the roof structure is not known due to the fact hat a lot of it is hidden and not accessible. If we take the original main house condition into consideration and use that as a base,we can surmise that the cottage roof is in a similar condition which would be roughly 50-80% compromised. Flashing is also in questionable condition. In our opinion,the cottage is absolutely not stable enough to be jacked up and moved as a whole even with significant bracing. Finish Roofing The cottage roof is an older Fiberglass Shingle roof onasphaltic felt on board deck on hand framed wood joist and rafters.The brand and material warranty of the shingle roof is not known.All of the roof eaves are in rotted and dilapidated condition. Waterproofing Apparently the only water proofing in the cottage is on the roof. The walls have siding,sheathing and interior plaster on plaster board with no waterproofing membrane.. Exterior All exterior walls are typical non pressure treated typical dutch lap siding.An estimated 90-100%of the siding is compromised by termites and or rot.All of the siding needs to be replaced. Electrical • The Electrical breakers in general are not up the current code.The Electrical system overall has not been inspected in detail due to the fact that with the state of the entire existing structure being so dilapidated the entire cottage will have to be rebuilt so will require all new electrical. 2 TROY AMMONS REGIS I EKED ARCHITECT—AR11849 1907 NE 4^St.#1 Ph:954-480-6191 DEERFIELD BEACH,R 33441 Email:troyammons3@gmail.com HVAC Not Inspected Plumbing Piping Not Inspected—Finish fixtures not included.Since the Cottage plumbing is not accessible using the original main house sanitary and water supply system condition as a guide, it is our opinion that all the Sanitary and water supply should be replaced. 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'-.•-.'•:-.."-.--.:`-',,-.• •=',1,_;,,,,:-!e:SX.:21,%':.'a,-‘f•IZ3,-..• Ilt'-,e,,N---_,:-.",-.V..._ ., - - :_ '=:..r.,‘‘-,_:::-..^:-,,'.:-;....'`,,,,;;E•11:,:-•-•*,-14,24-1.,:!"!‘. ..,e-.....---, ---4„,..,t...,:,,,--i-4,4-, .-:.-•..7.1-, ...7.'0 TTAGE.'-'KITCHEN, NVA,._ 1!_i_L,BeJ,,,,__,LIDGEt4,';5...,,:a•• •r-s..7,1,--.._7i2:-.:".,,'A•17;. -- '' ' ' ' '''''' ---• --"::- -.4,-.,---- ,,,f.,:fiviv..,k-5,..,-2,._tis.,..:-,-,-.es.• 4,-.,-- i C L' JUL . 4 20i TROY AMMONS ill: REGISTERED ARCHITECT—AR11849 1907 NE 4^St.#1 Ph:954-480.6191 PLA N N i N G & f`j I DEERFIELD BEACH,Fl 33441 Email:trayammons3®gmall.com General Construction Cost Estimate Date: 7-23-2015 Re: General Construction Cost Estimate- Cottage of approximately 400 SF. Historic Property located at 916 NE 5th St, Delray Beach, FL 33483—Owner: Jennifer Turner. To whom it may Concern; Using the adjacent restored primary residence at 918 NE 5th St, Delray Beach Florida on the same lot as a basis for the estimate for the cottage rebuild,we anticipate the cost of construction will be roughly$300 per square foot for 400 air conditioned square feet for a total of roughly$120,000.That is considering we are allowed to totally disassemble the house in the most convenient manner, stack the walls if possible and leave the north most wall standing moved out to facilitate the construction of the foundation. All structure and finished surfaces in the house will be replaced with new materials or if any of the materials in the existing cottage are sound we will possibly consider re-using them. To traditionally restore the house is not feasible within reason due to the fact we would need to jack up the cottage off its current foundation move it then provide all new sub-surface plumbing and a new foundation and new raised floor then reset the cottage. The cottage is not sound enough to move or raise off the foundation. If restored conventionally, which is not an option in our opinion, if possible would most likely double or triple the cost of construction while when finished we would end up with exactly the same construction and finish. Respectfully submitted; y Ammons, Architect \ J.cii7 1 � ry — iLiIl: iis ,ll. U/1-- ji'f PLAi`dNiN6 &LONiNC:i TROY AMMONS REGISTERED ARCHITECT-AR11849 1907 NE 4th St.#1 Ph:954-480-6191 DEERFIELD BEACH, Fl 33441 Date: 8-28-2015 • RE: Variance Request- HPB—Delray Beach Florida, requesting relief from area limitation listed below for the Residential Historic Property"Waterhouse Cottage" located at 916 NE 5th St, Delray Beach, FL 33483—Owner: Jennifer Turner. Dear Sirs, Due to the size of the original historic cottage the zoning code area restrictions for cottages, noted in Zoning code Section 4.3.3 (P)(3)(b)3(Q)(2), have created a hardship in the reconstruction of this structure. The above referenced code allows a cottage 1/20th of the lot area or 5% coverage which in our case equals an allowable 210 SF. The Cottage as it exists on the site today is 386 SF, of which the kitchen area appears to have been an addition or a porch enclosure that was constructed sometime after the original construction. We are asking for relief from the zoning code area restriction to allow a cottage reconstruction of 400SF which in our case will will equal 9.52% lot coverage or 190SF over what is allowed by code. The petitioner requests a Variance to allow: Item 3—Reconstruction of the above referenced structure in the existing location beyond the area that is allowed in the above mentioned zoning code section. Reference the site plan sheet A100 which shows the existing cottage and proposed reconstructed Cottage footprint and area. • The proposed construction will be constructed in accordance with all local building codes. • The proposed construction will be constructed to match or be similar to the existing exterior construction materials. • The proposed construction will hold all water runoff on the site. Photographs and diagrams in support of the requested Variance are attached. Respectfully submitted; Troy Ammons,Architect 4,p4„i �i4t. Vi TROYAMMONS M1 REGISTERED ARCHITECT—AR11849 1" l� uCt � 4 )���h 1'1 ji 1907 NE 4th St.#1 Ph:954-480-6191 s DEERFIELD BEACH,Fl 33441 �`— ---- _.___I Pj ANiNIiN &20 :1NG Date: 8-28-2015 RE: Variance Request—HPB—Delray Beach Florida, requesting relief from the South property line setback for the Residential Historic Property"Waterhouse Cottage" located at 916 NE 5th St, Delray Beach, FL 33483—Owner: Jennifer Turner. Dear Sirs, Due to the placement of the original historic cottage on the site, and the existing restrictive current property setbacks, this limitation creates a hardship related to the restoration and reconstruction of the above referenced historic structure. It is absolutely necessary to allow the Cottage to be reconstructed in the original location in the South most setback to allow the property to retain the overall intrinsic character and charm that exists in the property today. The petitioner requests a Variance to allow: Item 1 —Reconstruction of the above referenced structure in the existing original location at the South property line setback. Reference the site plan sheet A100 which shows the existing Cottage in relation to the South setback area. This does not extend the footprint into the South setback any more than it exists today. • The proposed construction will be constructed in accordance with all local building codes. • The proposed construction will be constructed to match or be similar to the existing exterior construction materials. • The proposed construction will hold all water runoff on the site. Photographs and diagrams in support of the requested Variance are attached. Respectfully submitted; Troy Ammons,Architect • TROYAMMONS !��i s~ S 4 1(i i� i!); REGISTERED ARCHITECT-AR11849 1907 NE 4th St.#1 Ph:954-480-6191 ;`::y DEERFIELD BEACH, Fl 33441 Date: 8-28-2015 RE: Variance Request—HPB—Delray Beach Florida, requesting relief from the West property line setback for the Residential Historic Property"Waterhouse Cottage" located at 916 NE 5th St, Delray Beach, FL 33483—Owner: Jennifer Turner. Dear Sirs, Due to the placement of the original historic cottage on the site, and the existing restrictive current property setbacks, this limitation creates a hardship related to the restoration and reconstruction of the above referenced historic structure. It is absolutely necessary to allow the Cottage to be reconstructed in the original location in the West most setback to allow the property to retain the overall intrinsic character and charm that exists in the property today. The petitioner requests a Variance to allow: Item 2-Reconstruction of the above referenced structure in the existing original location at the West property line setback. Reference the site plan sheet A100 which shows the existing Cottage in relation to the West setback area. This does not extend the footprint into the West setback any more than it exists today. • The proposed construction will be constructed in accordance with all local building codes. • The proposed construction will be constructed to match or be similar to the existing exterior construction materials. • The proposed construction will hold all water runoff on the site. Photographs and diagrams in support of the requested Variance are attached. Respectfully submitted; Troy Ammons,Architect )EPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE :RAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 gnat Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Building Owner's Name JENNIFER TURNER Policy Number. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. I N.E.5th STREET City DELRAY BEACH State FL ZIP Code 33483 Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) E WEST 84.82 FEET OF LOT 37,LAS PALMAS SUBDIVISION Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL . Latitude/Longitude:Lat.26 28'13.71"N Long.80°03'48.60'W Horizontal Datum: ® NAD 1927 ❑ NAD 1983 • . Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. . Building Diagram Number 1A ! . For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage NA sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION .NFIP Community Name&Community Number B2.County Name B3.State .LRAY BEACH 125102 PALM BEACH FLORIDA 4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone . 125102 0002 D 1-5-89 Effective/Revised Date Zone(s) AO,use base flood depth) 1-5-89 A-E 7' . Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: . Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: . Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO.Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:DERAY BEACH A-72 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ® NGVD 1929 0 NAVD 1988 0 Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used ; i u fsjli 1-C-) i a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 7.5 El feet ❑meters '— b)Topof the next higher floor NA. ❑feet ��g meters c) Bottom of the lowest horizontal structural member(V Zones only) NA. ❑feet ❑meters d)Attached garage(top of slab) NA. ❑feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 5.4 ®feet ❑meters Pu; ur . (Describe type of equipment and location in Comments) ) Cr) f) Lowest adjacent(finished)grade next to building(LAG) 5.0 R_t j ®feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 5.8 ®feet ❑meters rr 0 h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support NA. ❑feet ❑meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION its certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation 'ormation./certify that the information on this Certificate represents my best efforts to interpret the data available. understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. I Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a I Check here if attachments. licensed land surveyor? ® Yes ❑ No .rtifier's Name EDWARD PAC License Number FL#4734 tle OWNER Company Name PAC SURVEYING idress 827 NW 6 DRIVE City BOCA RATON State FL ZIP Code 33427 gnature Date 8-24-15 Telephone 561-368-9037 6 2 tr ( MA Fr rm r1AR-r1-11 17/191 Cam ravarea eirlo fnr nnnfini,a+inn Ranlance all nrcvinite arlifinne .S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE EDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1560-0008 ational Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE ilding Owners Name JENNIFERTURNER Policy.Number ilding Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number. • 918 N.E.5`°STREET City DELRAY BEACH State FL ZIP Code 33483 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) THE WEST 84.82 FEET OF LOT 37,LAS PALMAS SUBDIVISION A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.26 28'13.70"N Long.80 03'48.68"W Horizontal Datum: ® NAD 1927 0 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) NA sq ft a) Square footage of attached garage -NA sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade NA within 1.0 foot above adjacent grade NA • c) Total net area of flood openings in A8.b NA sq in c) Total net area of flood openings in A9.b NA sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State DELRAY BEACH 125102 PALM BEACH FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 125102 0002 D 1-5-89 Effective/Revised Date Zone(s) AO,use base flood depth) 1-5-89 A-E 7' B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined 0 Other/Source: E, I rdicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 0 Other/Source: the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? • 0 Yes ® No esignation Date: 0 CBRS 0 OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al A30,AE,AH,A(with BFE),VE,V1-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized:DERAY BEACH A-72 Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 0 NAVD 1988 ❑Other/Source: •'-=_-__- -_F Datum used for building elevations must be the same as that used for the BFE. - Check the measurement used, I �� a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 5.5 ®feet 0 meters I <=3 I -1 b)Top of the next higher floor NA. 0 feet 0 meters �I f c- �., c) Bottom of the lowest horizontal structural member(V Zones only) NA. 0 feet 0 meters �� O I ! d)Attached garage(top of slab) NA. 0 feet 0 meters s � I e) Lowest elevation of machinery or equipment servicing the building �` 0 feet 0 meters , (Describe type of equipment and location in Comments) P" f) Lowest adjacent(finished)grade next to building(LAG) 5.0 ®feet 0 meters ;�,- _ -. . g) Highest adjacent(finished)grade next to building(HAG) 5.8. ®feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support NA. 0 feet 0 meters SECTION D-SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. El Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a 0 Check here if attachments. licensed land surveyor? ® Yes 0 No =ier's Name EDWARD PAC License Number FL#4734 Title OWNER Company Name PAC SURVEYING Address 827 NW 6 DRIVE City BOCA RATON State FL ZIP Code 33427 Signature - Date 8-24-15 Telephone 561-368-9037 e 2 i< /S- FFMA Form 086-0-33(7/12) See reverse side for continuation. 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REDSTEEL PROPERTIES October 7, 2015 Amy E.Alvarez Senior Planner,AICP City of Delray Beach, Planning&Zoning 100 NW 1st Avenue,Delray Beach, Florida 33444 Re: Letter of Objection to 120 NE 1st Avenue: 2015-063 Dear Ms. Alvarez: I am writing this letter to object to the application 120 NE 1st Avenue being discussed at the Historic Preservation Board Meeting on October 7, 2015. I am writing on behalf of my family's company, RedSteel Properties, that owns the property immediately to the South of the subject property (114 NE 1st Ave) as well as another property within 500 feet of the subject property (102 NE 1st Ave). I would like to obtain Party Status for tonight's meeting. I did not receive notices sent to either location. (Note:We purchased the property at 102 NE 1st Ave on September 15, 2015. The address on file for this property is the office at 114 NE 1st Ave and no notice was sent to this address.) As you know, I only became aware of this project last Thursday when I emailed you. I requested the proposed plan via email on October 1 and did not receive a response. On Monday, October 5,I met with you and only then received the proposed plan. Due the fact that I received the package two days before the meeting, I am requesting that the 3-day time limit be waived and I be granted Party Status for this meeting. My objections to the proposed plan are as follows: • The requested variance to the side-interior setback is detrimental ONLY to our property at 114 NE 1st Avenue. o Our property has three one-story Historic cottages. o New construction in an Historic should be subject to a higher level of scrutiny —There is no good reason why a new building cannot be designed without a variance. The applicant claims the "rentable area would become too small to be economically feasible." This is not a hardship. Also,this statement is fully incorrect. Office space is highly competitive in this area. If the goal was economical office space,they could take out the four showers and four kitchenettes and design the building without the requested variances. o This proposal is to build a 3-story building to be constructed within 10 feet (wall to wall) of our office building. This would totally change the office experience from that side of our property. • The proposed plan shows paving up to the edge of the property line. There is supposed to be 5 feet of no paving from the property line. 114 NE 1st Avenue • Delray Beach, FL 33444 • www.redsteel.com • 561-265-2670 • The proposed plan shows very thin HVAC units attached to the wall adjacent to my property. In reality these are going to be noise making units much larger than shown. • This property is in an Historic District and the current property does not convey an appropriate level of elements of historic properties. • This will be the first three-story building in all of Historic Old School Square. There is no need for such a tall building in this area. • The elevator override will pop up higher than the third floor, which is not shown on the plans. This is an obtrusive feature that will exceed the height of the current roof and will be seen from the street— It is completely missing from the proposed drawings. • The property claims to be for office use,however, it is clearly designed with four separate units each containing a full bath with shower and a large counter that can be used as a kitchenette. It would be very easy to utilize this space as residential space. • It is being designed with 4 ADA bathrooms. There is no justification for why the developer is willing to invest more money into additional (unnecessary) bathrooms and kitchenette areas and at the same time requires a size variance for the offices to be "rentable." Again, I hope for the opportunity to discuss these points with Party Status at the meeting. Thank you, Richard Viens 561-901-1725 Page 2 of 2 • Alvarez, Amy rom: Richard Viens <rviens@redsteel.com> lent: Wednesday, October 07, 2015 11:35 AM To: Alvarez,Amy Cc: Spritz, Stephanie; Patricia Werhahn Subject: Letter of Objection Attachments: Letter ofrObjectinn to.120=NE 1st-Avenue2015 063 pdf: Dear Mr.Alvarez, I will be attending the HPB Meeting tonight. Would you please confirm receipt of the attached Objection letter and pass this along to the Board Members? I will be asking the Board for Party Status tonight as we own two properties within 500 feet of the subject property. I told you about 114 NE 1st Ave,which I understand the notice was sent to the wrong address. I did not mention the second property at 102 NE 15t Ave which we purchased 3 weeks ago. This notice should have been sent to 114 NE 1st Ave and it was not received. I spoke with Stephanie Spritz at the City Attorney's Office and she advised that I request the Board for more time at tonight's meeting. Kindly respond so I know you received this notice. jkyou, Rich • Richard Viens RedSteel Properties Office: 561-270-2675 Cell: 561-901-1725 rviens@redsteel.com www.redsteel.com 2 REDSTEEL PItor lES 1 l - DSTEEL PROPERTIES October 7, 2015 Amy E.Alvarez Senior Planner,AICP City of Delray Beach, Planning&Zoning 100 NW 1st Avenue,Delray Beach, Florida 33444 Re: Letter of Objection to 120 NE 1st Avenue: 2015-063 Dear Ms.Alvarez: I am writing this letter to object to the application 120 NE 1st Avenue being discussed at the Historic Preservation Board Meeting on October 7, 2015. I am writing on behalf of my family's company,RedSteel Properties,that owns the property immediately to the South of the subject property(114 NE 1st Ave) as well as another property within 500 feet of the subject property(102 NE 1st Ave). I would like to obtain Party Status for tonight's meeting. I did not receive notices sent to either location. (Note: We purchased the property at 102 NE 1st Ave on September 15, 2015. The address on file for this property is the office at 114 NE 1st Ave and no notice was sent to this address.) As you know, I only became aware of this project last Thursday when I emailed you. I requested the proposed plan via email on October 1 and did not receive a response. On Monday, October 5, I met with you and only then received the proposed plan. Due the fact that I received the package two days before the meeting, I am requesting that the 3-day time limit be waived and I be granted Party Status for this meeting. My objections to the proposed plan are as follows: • The requested variance to the side-interior setback is detrimental ONLY to our property at 114 NE 1st Avenue. o Our property has three one-story Historic cottages. o New construction in an Historic should be subject to a higher level of scrutiny —There is no good reason why a new building cannot be designed without a variance. The applicant claims the"rentable area would become too small to be economically feasible." This is not a hardship. Also,this statement is fully incorrect. Office space is highly competitive in this area. If the goal was economical office space,they could take out the four showers and four kitchenettes and design the building without the requested variances. o This proposal is to build a 3-story building to be constructed within 10 feet (wall to wall) of our office building. This would totally change the office experience from that side of our property. • The proposed plan shows paving up to the edge of the property line. There is supposed to be 5 feet of no paving from the property line. 114 NE 1st Avenue • Delray Beach, FL 33444 • www.redsteel.com • 561-265-2670 El LI • The proposed plan shows very thin HVAC units attached to the wall adjacent to my property. In reality these are going to be noise making units much larger than shown. • This property is in an Historic District and the current property does not convey an appropriate level of elements of historic properties. • This will be the first three-story building in all of Historic Old School Square. There is no need for such a tall building in this area. • The elevator override will pop up higher than the third floor,which is not shown on the plans. This is an obtrusive feature that will exceed the height of the current roof and will be seen from the street— It is completely missing from the proposed drawings. • The property claims to be for office use, however,it is clearly designed with four separate units each containing a full bath with shower and a large counter that can be used as a kitchenette. It would be very easy to utilize this space as residential space. • It is being designed with 4 ADA bathrooms. There is no justification for why the developer is willing to invest more money into additional (unnecessary) bathrooms and kitchenette areas and at the same time requires a size variance for the offices to be"rentable." Again, I hope for the opportunity to discuss these points with Party Status at the meeting. Thank you, Richard Viens 561-901-1725 • Page 2 of 2 Alvarez, Amy rom: Richard Viens <rviens@redsteel.com> [lent: Wednesday, October 07, 2015 11:35 AM To: Alvarez,Amy Cc: Spritz, Stephanie; Patricia Werhahn Subject: Letter of Objection Attachments: ti Letter otObjection_to120 NE-1st Avenue_2015_063 pdf Dear Mr.Alvarez, I will be attending the HPB Meeting tonight. Would you please confirm receipt of the attached Objection letter and pass this along to the Board Members? I will be asking the Board for Party Status tonight as we own two properties within 500 feet of the subject property. I told you about 114 NE 1st Ave,which I understand the notice was sent to the wrong address. I did not mention the second property at 102 NE 1st Ave which we purchased 3 weeks ago. This notice should have been sent to 114 NE 15t Ave and it was not received. I spoke with Stephanie Spritz at the City Attorney's Office and she advised that I request the Board for more time at tonight's meeting. Kindly respond so I know you received this notice. —lank 4.1ich Richard Viens RedSteel Properties Office: 561-270-2675 Cell: 561-901-1725 rviens@redsteel.com www.redsteel.com REDSTEEL PROPERI1EN 1 1 REDS PROPERTIES October 7, 2015 Amy E.Alvarez Senior Planner,AICP City of Delray Beach, Planning&Zoning 100 NW 1st Avenue, Delray Beach, Florida 33444 Re: Letter of Objection to 120 NE 1st Avenue: 2015-063 Dear Ms.Alvarez: I am writing this letter to object to the application 120 NE 1st Avenue being discussed at the Historic Preservation Board Meeting on October 7, 2015. I am writing on behalf of my family's company, RedSteel Properties,that owns the property immediately to the South of the subject property (114 NE 1st Ave) as well as another property within 500 feet of the subject property (102 NE 1st Ave). I would like to obtain Party Status for tonight's meeting. I did not receive notices sent to either location. (Note:We purchased the property at 102 NE 1st Ave on September 15, 2015. The address on file for this property is the office at 114 NE 1st Ave and no notice was sent to this address.) As you know, I only became aware of this project last Thursday when I emailed you. I requested the proposed plan via email on October 1 and did not receive a response. On Monday, October 5, I met with you and only then received the proposed plan. Due the fact that I received the package two days before the meeting, I am requesting that the 3-day time limit be waived and I be granted Party Status for this meeting. My objections to the proposed plan are as follows: • The requested variance to the side-interior setback is detrimental ONLY to our property at 114 NE 1st Avenue. o Our property has three one-story Historic cottages. o New construction in an Historic should be subject to a higher level of scrutiny —There is no good reason why a new building cannot be designed without a variance. The applicant claims the "rentable area would become too small to be economically feasible." This is not a hardship. Also,this statement is fully incorrect. Office space is highly competitive in this area. If the goal was economical office space,they could take out the four showers and four kitchenettes and design the building without the requested variances. o This proposal is to build a 3-story building to be constructed within 10 feet (wall to wall) of our office building. This would totally change the office experience from that side of our property. • The proposed plan shows paving up to the edge of the property line. There is supposed to be 5 feet of no paving from the property line. 114 NE 1st Avenue • Delray Beach, FL 33444 • www.redsteel.com • 561-265-2670 LIB • The proposed plan shows very thin HVAC units attached to the wall adjacent to my property. In reality these are going to be noise making units much larger than shown. • This property is in an Historic District and the current property does not convey an appropriate level of elements of historic properties. • This will be the first three-story building in all of Historic Old School Square. There is no need for such a tall building in this area. • The elevator override will pop up higher than the third floor,which is not shown on the plans. This is an obtrusive feature that will exceed the height of the current roof and will be seen from the street— It is completely missing from the proposed drawings. • The property claims to be for office use,however, it is clearly designed with four separate units each containing a full bath with shower and a large counter that can be used as a kitchenette. It would be very easy to utilize this space as residential space. • It is being designed with 4 ADA bathrooms. There is no justification for why the developer is willing to invest more money into additional (unnecessary) bathrooms and kitchenette areas and at the same time requires a size variance for the offices to be"rentable." Again, I hope for the opportunity to discuss these points with Party Status at the meeting. Thank you, Richard Viens 561-901-1725 Page 2 of 2