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HPB 06-03-15
*061 AGENDA HISTORIC PRESERVATION BOARD Meeting Date: May 20, 2015 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers 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 Site Plan Review and Appearance Board with respect to any matter considered at this meeting or hearing,such persons will need a record of these proceedings,and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made.Such record includes the testimony and evidence upon which the appeal is to be based.The City does not provide or prepare such record.Two or more City Commissioners may be in attendance. THE HISTORIC PRESERVATION BOARD MEETING OF MAY 20, 2015 HAS BEEN CANCELED. THE NEXT HPB MEETING WILL BE HELD ON WEDNESDAY, JUNE 3, 2015. A wty E. A Lva,v-e/i,/ Amy E. Alvarez Historic Preservation Planner Posted on: May 14, 2015 AGENDA = HISTORIC PRESERVATION BOARD O <ta r esP Meeting Date: June 3, 2015 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue 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 Site Plan Review and Appearance Board with respect to any matter considered at this meeting or hearing,such persons will need a record of these proceedings, and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made.Such record includes the testimony and evidence upon which the appeal is to be based.The City does not provide or prepare such record.Two or more City Commissioners may be in attendance. I. CALL TO ORDER II. 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. ACTION ITEMS A. Certificate of Appropriateness, Class V Site Plan, & Variance Requests (2015-039) 101 SE 7th Avenue, Marina Historic District Property Owner: Robert Gregorski Authorized Agent: Richard Jones Architecture Inc. Consideration of a Certificate of Appropriateness and Class V Site Plan for the conversion of a duplex to a single-unit, and the addition of two residential units; variance request to reduce the rear setback requirement from 25'to 17'; and a variance request to reduce the side interior setback for third stories from 30'to 21'2". (NOTE: This item was previously Continued with Direction at the HPB meeting of March 18, 2015.) B. Waiver Request (2015-157) 134 SE 1st Avenue, Old School Square Historic District Property Owner: William T. Hatcher Authorized Agent: William E. Hatcher Consideration of a waiver request associated with an HPB approved demolition of a contributing structure prior to the issuance of a building permit for redevelopment of the site. Historic Preservation Board Meeting Agenda: June 3, 2015 Page 2 of 2 C. Certificate of Appropriateness (2015-146) 248 NE 1st Avenue, Old School Square Historic District Property Owners: David and Vanessa Spector Authorized Agent: Brian Ritchey Consideration of a one-story addition to a contributing structure, installation of a new swimming pool, construction of a pergola covered deck, and associated site improvements. D. Certificate of Appropriateness (2015-137) 522 NE 2nd Avenue, Del-Ida Park Historic District Property Owner: Bruce and Carol Rosenfelt Authorized Agent: Richard Jones Architecture Inc. Consideration of a Certificate of Appropriateness for the new construction of a one-story single-family residence on a vacant lot. E. Certificate of Appropriateness (2015-155) 218 NE 5th Court, Del-Ida Park Historic District Property Owner: Marc Julien Homes Authorized Agent: Benjamin Schreier, Affiniti Architects Consideration of a Certificate of Appropriateness for additions and alterations to a relocated contributing structure with associated site improvements. VIII. REPORTS AND COMMENTS ❖ Board Members ❖ Staff VII. ADJOURN Amy E. Ala rer' Amy E. Alvarez Historic Preservation Planner Posted on: May 27, 2015 Historic Preservati Board-Voting Sheet VII.A VII.A VII.A VII.A VII.A HPB MEETING HELD: ATTEND 101 SE 7th 101 SE 7th 101 SE 7th 101 SE 7th 101 SE 7th June 3, 2015 Avenue Avenue Avenue Avenue Avenue COA & Site Landscape Elevation #1Variance Variance Plan Rear Third Story Setback Setback Attorney: VOTE to VOTE to VOTE to VOTE to VOTE to Michael Dutko "' Approve Approve Approve Approve Approve 7-0 7-0 7-0 6-1 5-2 Price Patton P Y Y Y Y Y Andrea Sherman P Y Y Y Y Y John Miller P Y Y Y Y Y Angela Budano P Y Y Y Y Y Ronald Brito P Y Y Y NO NO Rhonda Sexton P Y Y Y Y NO Samuel Spear P Y Y Y Y Y ***with additional conditions added by the Board Adjourned: Historic Preservati_ Board-Voting Sheet VII.B VII.0 VII.D VII.E HPB MEETING 134 SE 1st 248 NE 1st 522 NE 2"d 218 NE 5th HELD: ATTEND Avenue Avenue Avenue Court June 3, 2015 Board Discretion COA COA COA Waiver Attorney: VOTE to VOTE to VOTE to VOTE to Michael Dutko Approve Approve Approve Approve 4-3 7-0 7-0 7-0 Price Patton P Y Y Y Y Andrea Sherman P Y Y Y Y John Miller P Y Y Y Y Angela Budano P Y Y Y Y Ronald Brito P Y Y Y Y Rhonda Sexton P NO Y Y Y Samuel Spear P NO Y Y Y ***with additional conditions added by the Board Adjourned: 9:00AM al DELR L OAYR I O A BEACH F aaan cacity r 1993 2001 SIGN IN SHEET 2001 Historic Preservation Board June 3, 2015 PRINT ADDRESS OR ORGANIZATION ITEM NO. FULL NAME 4-iort/t/DA4-Avg/4y/qp-iy--/2//b 732 ki-A.( 12(1-a-fa-I zzi PS--- ,4vo D4o SPJ-7 Vi AI P 4 v6,- c 111/z 1/'7 Jei / Av,E lir id QCY rg/t-r/ Li; /-3r e-4.4 --le.xs 1,0 s E. t s°r A, r , .1 HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: June 3, 2015 ITEM: 101 SE 7th Avenue, Marina Historic District — Certificate of Appropriateness, Class V Site Plan, Architectural Elevations, Landscape Plan, and Variances (2015-039) for the conversion of a duplex to a single-unit, the addition of two residential units, and associated site improvements. I ,-,--1 I v. GENERAL DATA: �'`4 r40 - �= I p�`QgP Owner. Robert Gregorski — • NE1stSt p1111111)✓ Agent. Richard Jones Architecture Inc. `L W Location. .101 SE 7th Avenue —z Property Size. .29 acres Future Land Use Map: Medium Density, 5-12 Units per Acre 1111 (MD) E Atlantic Ave —.,urrent Zoning. Medium Density Residential (RM) —1 , ma MI L Adjacent Zoning' a = ca North: RM a. 1 South: RM I I T . Ir.N. East: RM p-rvNNE West: RM � , 1:: Proposed Land Use• Multi-Family Residential l a il 3 Water Service. ... Existing 8" main along SE 7th Avenue ties into a 16" along SE 1st Street >I . -I g Sewer Service' Existing 20" sanitary force main along SE 7th Avenue and 12" sanitary force SE 2nd St main along SE 1st Street. I ii J W = - SE 3rd St -t ' A ::.:4- - / lal -. Sq I NORTH, ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA), Class V Site Plan, and Variance requests associated with the conversion of a duplex to a single-unit, and the addition of two residential units on the property located at 101 SE 7th Avenue, Marina Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property consists of Lots 1 & 2, Block 126, Town of Delray, and measures .29 acres (12,818 square feet). A two-story, two-unit building was constructed on the site in 1950 and is classified as a contributing, Masonry Vernacular style structure to the Marina. Historic District, which is listed on the National Register of Historic Places. The subject property is located within the RM (Medium Density Residential) zoning district. There are no previous requests on file for the subject property. At its meeting of March 18, 2015, the Board considered the subject request for the conversion of the existing, contributing two-unit building to a single-unit, construction of a two-car garage associated with the historic building, construction of two additional units to the south, and three variance requests, as follows: • Reduce the required side interior (south) setback of 15' for the first and second stories of buildings within the RM (Multi-Family Residential — Medium Density) zoning district, whereas 10'-6" is proposed, in association with the construction of two (2) new units. • Reduce the required side interior (south) setback of 30' for the third story of buildings within the RM (Multi-Family Residential — Medium Density) zoning district, whereas 20' 8" is proposed, in association with the construction of 2 new units on the subject property. • Reduce the required rear (east) setback of 25' for buildings within the RM zoning district, whereas 17' in proposed, in association with the _construction of a new garage for the contributing building. Based on concerns regarding the scale and massing combined with the variances, particularly those on the south side of the property, the Board continued the entire request to the May 20, 2015 HPB meeting. However, that meeting was canceled, and the item was then rescheduled for the June 3, 2015 meeting. Due to the Public Notice requirements associated with variances, a new Public Notice was mailed out to all property owners within a 500' radius to inform them of the new hearing date. The applicant has attempted to address the Board's concerns by providing revised plans which include the following revisions: • Eliminate variance to reduce the side-interior setback for the first and second stories along the south side of the property. The revised proposal has provided a building setback of 15' which complies with the required setback. • Revise the variance request to reduce the side-interior setback for the third story along the south side of the property. The revised proposal has provided a building setback of 21'2" for the third story. • Reduce the Lot Coverage of the previous submittal from 38.76% to 34.6%. • Increase Open Space of the previous submittal from 31.17% to 42.7%. • Reduce the floor area of TH-B and TH-C to 2,487 square feet from 2,667 square feet. • Remove the carports for TH-B and TH-C. • Addition of a rail detail on the third floor. The proposal consists of the following details, which have not been revised from the original review: 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 2 of 20 • Existing, Historic Structure (TH-A): o Replace all windows with impact resistant, aluminum casement windows; o Reconfiguration of entry door opening on west elevation to a louvered window opening to match existing; o Roof Material change from shingles to 5-V Metal Roof o Open breezeway with horizontal railing above to connect historic structure and garage; o 4' garden wall with aluminum gates within breezeway; o Addition of a detached, two-car garage with a single opening. • New Units (TH-B and TH-C) o Three-story units each with a single-car garage with metal garage doors with Azek applied trim; o Second story balconies with horizontal rails; o Second and third story parapets contain decorative louvered rail details; o All windows and doors consisting of horizontal muntins; o Glass block and eyebrows on the north elevation. • Misc. Site Details o Exterior Finish: Smooth Stucco o Colors: Wall-Pure White; Railings and Windows-Anodized Aluminum; Accents-Repose Grey o Swimming pools for each unit; o Paver driveways with central grass strips; o Aluminum fence and gates, ranging in height from 4'6"to 5'6"; o Landscaping The COA, Class V Site Plan, and Variance requests 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 4.4.6, Medium Density Residential District (RM), Principal Uses and Structures Permitted, Multiple family structures are allowed as a permitted use. STAFF COMMENT: The proposed multi-family development is a permitted use in the RM zoning district. Pursuant to LDR Section 4.4.6(F), Development Standards, the development standards as set forth for multi-family development shall apply. Required Proposed (1&2/3*) (1&2/3*) I Building Setbacks (min.): Front (West) 25'/30' I 25'-26'6"/43'6"' Side Street (North) 25'/30' 25'1"/50'7" Side Interior(South)*** 15'/30' 15'/21'2" Rear(East)*** 25' I 17'-25' Maximum Lot Coverage: 40% 34.6% Minimum Open Space: 25% 42.7% 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 3 of 20 Development Standards continued. • Building Height (max.): I 35' 34'4" Minimum Floor Area: 3BR (TH-A) 1,250 sq. ft. 2,036 sq. ft. 3BR (TH-B) 1,250 sq. ft. 1 2,487 sq. ft. 3BR (TH-C) • 1,250 sq. ft. 2,487 sq. ft. Minimum/Maximum Density: 6-12 units/acre 10.34 units/acre** 1 Minimum Lot Size 8,000 sq. ft. 12,818 sq. ft. Minimum Lot Frontage 60' 111' Minimum Lot Width 60' I 111' Minimum Lot Depth 100' 115.5' * 1&2/3=1st and 21-4 Story/3fd Story. There is an additional 5'setback for the 3fd story. ** Performance standards are applied to density requests over the min.six(6) units per acre. **" Variances have been requested for those setbacks which have not been met. STAFF COMMENT: The chart above illustrates compliance with the required development standards with the exception of the rear setback, as it applies to the garage facing SE 1st Street, and the third story of TH-3. Two variances have been requested, which are reviewed further in this report. Therefore, positive findings can be made with respect to compliance with the Development Standards, subject to approval of the aforenoted variances. Pursuant to LDR Section 4.4.6(G), Supplemental District Regulations: Supplemental district regulations as set forth in Article 4.6 shall apply in the RM zone district. STAFF COMMENT: A review of Article 4.6 is provided further in this report. Pursuant to LDR Section 4.4.6(H)(1), Special Regulations, a minimum density of six units per acre is established for duplex and multiple family housing projects within this district. Density may exceed the base of six (6) units per acre only after the approving body makes a finding that the project has substantially complied with performance standards as listed in 4.4.6(1). In no event shall a development's total density exceed 12 units per acre, except within the Southwest Neighborhood Overlay District, Carver Estates Overlay District and the Infill Workforce Housing Area, as allowed by Section 4.4.6(D)(9) and 4.4.6(D)(10). Pursuant to LDR Section 4.4.6(H)(1), Special Regulations, recreational areas shall be required for all new rental apartment developments; and of owner occupied developments which have homeowner associations that must care for retention areas, private streets, or common areas. New developments must include recreational features that are designed to accommodate activities for children and youth of all age ranges. Tot lots are appropriate for toddlers; features such as a basketball court, volleyball court, and open playfields are appropriate for older children. A pool and clubhouse, unless specifically designed for children, is not considered to meet this requirement. Projects having fewer than twenty- five (25) units may be exempted from this standard where it is determined by the approving body that it is not practical or feasible to comply. 101 SE 7'h Avenue;2015-039 HPB Meeting June 3,2015 Page 4 of 20 Pursuant to LDR Section 4.4.6(H)(4), Special Regulations, the height of accessory structures shall not exceed the height of the associated principal structure. Screen enclosures without a solid roof are excluded from this limit. Pursuant to LDR Section 4.4.6(H)(5), Special Regulations, the floor area of an accessory structure shall not exceed 40% of the floor area of the principal structure. STAFF COMMENT: The proposed density, which consists of 3 dwelling units on .29 acres, is 10.34 units per acre. Therefore, a review of the Performance Standards has been conducted, as required, further in this report. This development will consist of three fee-simple townhouses; it is not practical to require a common tot lot or recreation area/swimming pool. It is noted, however, that the proposal includes the construction of individual swimming pools for each unit. The proposed garage associated with the historic structure is accessory, yet is one-story, and therefore, does not exceed the height of the existing, two-story building. The floor area of the garage measures approximately 19% of the floor area, thereby complying with the floor area limitation for accessory structures. Pursuant to LDR Section 4.4.6(1)(1), Performance Standards, in order to increase a project density beyond six (6) units per acre, the approving body must make a finding that the development substantially complies with the performance standards listed in this section. The intent of the standards is to mitigate the impacts of the additional density both internal and external to the site. The extent to which a project meets the standards will determine the number of units per acre that will be permitted. For example, if a project meets or exceeds all of the standards, and is otherwise consistent with applicable standards and policies of the City's Comprehensive Plan and Land Development Regulations, the maximum density is permitted. Projects which only partially achieve these standards will accordingly only be permitted a lower density. The performance standards are as follows: (a)The traffic circulation system is designed to control speed and reduce volumes on the interior and exterior street network. This can be accomplished through the use of traffic calming devices; street networks consisting of loops and short segments; multiple entrances and exists into the development; and similar measures that are intended to minimize through traffic and keep speeds within the development at or below 20 m.p.h. STAFF COMMENT With free simple townhouses, there are no common circulation areas, and the site has been designed to provide individual driveways and parking areas for each unit. Thus, this Performance Standard is not applicable. (b)Buildings are placed throughout the development in a manner that reduces the overall massing, and provides a feeling of open space. STAFF COMMENT This requirement is not applicable to the proposed infill development. (c)Where immediately adjacent to residential zoning districts having a lower density, building setbacks and landscape materials along those adjacent property lines are increased beyond the required minimums in order to provide a meaningful buffer to those lower density areas. Building setbacks are increased by at least 25% of the required minimum; at least one tree per 30 linear feet (or fraction thereof) is provided; trees exceed the required height at time of planting by 25% or more; and a hedge, wall or fence is provided as a visual buffer between the properties. 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 5 of 20 STAFF COMMENT The subject property is immediately surrounded by other properties zoned RM which have the same density requirements. Therefore, this requirement is not applicable. (d)The development offers a varied streetscape and building design. For example, setbacks are staggered and offset, with varying roof heights (for multi-family buildings, the planes of the facades are offset to add interest and distinguish individual units). Building elevations incorporate diversity in window and door shapes and locations; features such as balconies, arches, porches, courtyards; and design elements such as shutters, window mullions, quoins, decorative tiles, etc. STAFF COMMENT With the addition of the two units to a historic structure in combination with the design requirements for properties located in historic districts, there has been a variation of setbacks on all levels with the new construction offset from the historic structure. There are also design elements which "incorporate diversity" in the design while striving to maintain the historic character of the site. For example, the historic structure consists of a hip roof, while the new construction consists of a flat roof with parapet. Additionally, the buildings facing SE 1st Street consist of one or two stories while the facades on SE 7th Avenue consist of two and three stories. Therefore, this standard has been met. (e)A number of different unit types, sizes and floor plans are available within the development in order to accommodate households of various ages and sizes. Multi-family housing will at a minimum have a mix of one, two and three bedroom units with varying floor plans. Single family housing (attached and detached) will at a minimum offer a mix of three and four bedroom units with varying floor plans. STAFF COMMENT The provision of three, three bedroom units does not provide variation; however, there is a variation between the unit within the historic structure as it consists of just two-stories and 2,026 square feet, while the two new units to be constructed consist of three-stories and 2,487 square feet each. While this requirement is primarily applicable to larger projects, it is deemed to be partially met for these differences. (f)The development is designed to preserve and enhance existing natural areas and/or water bodies. Where no such areas exist, new areas which provide open space and native habitat are created and incorporated into the project. STAFF COMMENT The property does not contain an existing natural area or water body that warrants preservation. As noted above, infill-type projects can be exempted from the performance standards. The creation of a • natural area or water body on the 0.29 acre parcel is not feasible. Therefore, compliance with this standard is not applicable. (g) The project provides a convenient and extensive bicycle/pedestrian network, and access to available transit. STAFF COMMENT A sidewalk presently exists along both the north and west side of the property, which connect to other walks in this downtown area. Additionally, the project location is one block south of East Atlantic Avenue, where an active transit system can be found. 101 SE 7`h Avenue;2015-039 HPB Meeting June 3,2015 Page 6 of 20 Pursuant.to LDR Section 4.4.6(1)(2), Performance Standards, it is acknowledged that some of the above referenced standards may not be entirely applicable to small, infill type residential projects. For those types of projects, the ultimate density should be based upon the attainment of those standards which are applicable, as well as the development's ability to meet or exceed other minimum code requirements. STAFF COMMENT: In conclusion, the applicable performance standards are (d), (e) and (g), and a finding can be made that the proposed development complies with these standards. Standards (a), (b), (c), and (f) do not apply to the proposed development and Standard (e) has been partially met. Since the development complies with two of the applicable performance standards and partially complies with a third standard, a density increase to 10.34 dwelling units per acre can be supported as it meets the requirements for a small infill project. Pursuant to LDR Section 4.6.9(C)(2)(c), Number of Parking Spaces Required, Requirements for Residential Uses, Multiple Family Structures, the parking requirement for units containing two or more bedrooms requires 2 parking spaces per unit, and .5 guest spaces per unit. Within townhouse and townhouse type developments, parking may be provided in front of garage units provided that such parking does not result in the space for one unit impeding access to a space of the other unit. STAFF COMMENT: The total required parking is eight spaces; TH-A has provided two spaces within the detached garage, and sufficient space in front of it for guests, while TH-B and TH-C have each provided one covered space within the single-car garage, and sufficient space for two vehicles to park in front of each unit. Therefore, parking for 10 vehicles has been provided on site, and this requirement has been met. Pursuant to LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas, Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10')to any property line. STAFF COMMENT: The proposed swimming pool for TH-A is situated 35' from SE 1st Street, within a new courtyard created between the historic structure and the proposed garage. The swimming pools for TH-B and TH-C are located 10' from the rear property line. Therefore, all three swimming pools are compliant with the subject regulation. Engineering Technical Items The outstanding technical review is that a plat be submitted "for review in accordance with the applicable sections of LDR Section 2.4.3 (A), (B), (H), (J), (K), (L); and Section 5.2.2." This requirement has been added as a recommended condition of approval subject to plat recordation prior to Building Permit issuance. CPTED (Crime Prevention Through Environmental Design) Review The City's Certified CPTED Practitioner from the Police Department analyzed the plan for compliance with the following CPTED Principles: Natural Access Control, Natural Surveillance, Lighting and Landscaping, and Safety Security. The review states the following: • Due to "recent crime in the neighborhood, the HOA has been asking residents and surrounding businesses to improve lighting for the better of the entire community. Residents and Business have agreed and worked with the HOA on improvements which are noticeable. There is no photometric study in the plans, but it is visible in the plans that there is decorative exterior lighting. It would be recommended to increase the lighting or place flood light style lights in 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 7 of 20 appropriate areas to increase visibility at night and to follow in the HOA's goals of lighting improvement to reduce crime. • The city does not require a photometric study for this plan, however in reviewing the plans it appears the only exterior lighting appears to be decorative which I do not feel will be adequate for this neighborhood. In the past, Richard Jones Architecture has worked with the Police Department on improving lighting for the overall safety of the public. It would be recommended to install some type of security lighting (motion flood/spot lights) due to crime in the area, and the demand from the surrounding residents. • This neighborhood typically has a lot of tall shrubbery. CPTED guidelines state to keep shrubs lower than 2' tall, and the bottom of tree canopies at least 6' tall to allow maximum natural surveillance. In consideration of the recommendations above, the regulations applicable to historic districts, and the consideration of the safety and security of the residents, it is recommended that a statement be provided as to how these comments have been addressed, and if any alterations to the building occur as a result of meeting the statements, then this be reflected on the plans. Right-of-Way Dedication Pursuant to LDR Section 5.3.1(D)(2), and the Transportation Element of the City's Comprehensive Plan, the required right-of-way width for SE 7th Avenue and SE 1st Street is 60'. Currently 40' of right of way exists for SE 7th Avenue. However, the Development Services Management Group (DSMG) has reviewed multiple applications for development (Sloan Hammock, Marina Bay Townhomes, 130.SE 7th Avenue) within this block of SE 7th Avenue, and waived the 60' requirement, but required the right-of- way to expand to fifty feet (50'). Therefore, a 5' dedication (half the distance of the difference) is required. Installation of a 5' sidewalk is not required as it exists and spans the entire length of the property. The existing right of way for SE 1st Street is 50', and DSMG has waived the 60' requirement and determined that no additional right of way is needed. It is noted that the dedication for SE 7th Avenue will be required via the plat process. 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. 101 SE 7th Avenue;2015-039 • HPB Meeting June 3,2015 Page 8 of 20 (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 rear setback for structures is twenty-five feet (25'), whereas seventeen feet (17') is proposed. The submitted justification statement states the following: "...This encroachment would occur primarily in one area on the East side of the property where the 2-car garage structure will be built. The newly developed townhomes will respect the requirements of the 25- rear setback The reason for the reduced setback is primarily to detach the new garage from the existing historic structure." The complete statement is attached. STAFF COMMENT: In consideration of the criteria above, the granting of the variance will assist in maintaining the historic character of the property by permitting the new garage to be appropriately separated from the historic structure. Due to the multi-family nature of the site, the setbacks significantly differ from those of single- family uses in anticipation of larger more dense developments, whereas the subject development has three units. As stated by the applicant above, the reduced setback is applicable only to the two-car garage. Special conditions exist by the very nature that the property is located in a historic district and must comply with additional design criteria; however, without the additional development on the site, the provision of a two-car garage could be proposed to meet both the setback requirement and design criteria. Given the proposal, literal interpretation would require the garage to be situated closer to the historic structure, thereby altering the character, whereas a larger separation is more appropriate and Idesired to maintain the historic character. The variance will not have an impact on the character of the site or district. For example, the four-car garage for the Marine Villas is an architectural gem of the Marina Historic District to the east and is situated approximately 13' from the property line. The variance requested may not be necessary to accommodate the adaptive reuse of the structure and the proposed additions if either the new units are reduced in square footage or the amount of units were reduced. However, the variance is necessary to accommodate the proposed sizes and number of units, which are permitted per the LDRs. In consideration of the criteria and the analysis provided above, positive findings can be made to reduce the rear setback on the east side of the property from 25' to 17', in association with the proposed, detached two-car garage as it has been appropriately separated from the historic structure to assist in maintaining the character and integrity of the site. Pursuant to LDR Section 4.3.4(K), the side interior setback for third stories is thirty feet (30'), whereas twenty-one feet, two inches (21'2") is proposed. The submitted justification statement states the following: "...Granting the variance...allows for each townhome to have a usable third floor. Without the third floor the project may not be feasible for the client...the Ground Plane Projection requirement in the historic district prohibits the third floor to be located further forward and reduces the square footage allowed on that floor.." The complete statement is attached. 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 9 of 20 STAFF COMMENT: In consideration of the criteria above, the granting of the variance may assist in maintaining the historic character of the property, as it will still be setback 21'2" from the south property line, without causing a significant impact on adjacent properties. The welfare of the public to contemplate when considering the subject variance is that of the historic district and the potential impact of this variance on the district. The special condition which exists is that of the existing historic structure, and that the lot is not vacant, as well as the additional design criteria required for properties in historic districts in order to provide an appropriate and compatible development. However, these conditions would not impede an owner from being able to comply with setback requirements. Literal interpretation would require that the third floor of TH-C be further reduced. This reduction needs to be considered by the Board and whether the character would be so altered by the variance requested that the 30' setback is more appropriate. The variance request is in association with an appropriate adaptive reuse of the site, and in the case of the proposal, it is necessary to assist in accommodating the two new units being provided. Given the request, it may also be considered that in order to mitigate a potential impact of the third floor that design revisions be required to give the appearance of a smaller third-story. It is noted that the design has been slightly revised from the previous submittal; this suggestion is further elaborated within the Visual Compatibility Standards analysis under Scale of a Building. In consideration of the criteria and analysis above, the Board should consider if the setback requirement is appropriate and if the request meets the variance criteria. Staff recommends that positive findings can be made to assist in the adaptive reuse of the property by reducing the side interior setback on the south side of the property from 30'to 21'2"for the third story. 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, including off-street vehicular parking and open-lot sales and service areas in the City, and 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 overall plan provides an array of aesthetically pleasing and appropriate landscaping with variations in types and heights. The proposed plantings, which consist of Christmas Palms, Green Buttonwoods, Fishtail Palms, and Alexander Palms accented by groundcovers and shrubs, will complement the property and new design aesthetic. Technical review for compliance with the subject Landscape Regulations has been found to be complete by the City's Senior Landscape Planner, with the exception of the following items which should be addressed: 1) The existing Sea grape (letter 'T' on the existing tree disposition plan) is in good condition and is out of the footprint of the building and far enough away from the overhead lines. This tree shall remain in place and be properly trimmed by a certified arborist to improve the canopy structure and appearance. It should also be noted that a Slash Pine is growing inside of the clump. If trimmed properly, this can be a very nice accent piece. 2) The proposed hardwood trees do not meet the mitigation requirements for the trees that are being removed. Mitigation trees in the form of street trees shall be added to make up the difference. Several trees can be added between the sidewalk and the property line on the west side of the project. Additional trees can be added between the edge of pavement and sidewalk on the north side. These 101 SE 7`h Avenue;2015-039 HPB Meeting June 3,2015 Page 10 of 20 trees shall be FPL compliant due to the overhead lines. Silver Buttonwood, Crape Myrtle, Ligustrum are all good choices. 3) Submit a landscape maintenance agreement for the street trees that will be proposed. Please ensure the appropriate exhibits accompany the agreement. ARCHITECTURAL ELEVATIONS SECTION 4.5.1 HISTORIC PRESERVATION: DESIGNATED DISTRICTS, SITES, AND BUILDINGS Pursuant to 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 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)(1) through (3), Major development, major development shall be considered: 1. New construction in all historic districts except CBD and CF zoned properties and properties zoned OSSHAD subject to Development Standards of Section 4.4.13(F); or, 2. The construction, reconstruction, or alteration of a building in excess of twenty-five percent (25%) of the existing floor area, and all appurtenances, except for properties zoned CBD, CF, or OSSHAD, subject to Development Standards of Section 4.4.13(F). For the purposes of this section, all limitations and regulations shall be reviewed in a cumulative manner from the date of passage of this ordinance in 2008; or, 3. The construction, reconstruction, or alteration of any part of the front façade of an existing contributing residential or non-residential structure and all appurtenances, except for properties zoned CBD, CF, or OSSHAD, subject to Development Standards of Section 4.4.13(F). STAFF COMMENT: The subject proposal is considered "Major Development" as it consists of new construction in a historic district, the alteration of a contributing structure in excess of 25% of the existing floor area, and the alteration of the front façade. Therefore, the project has been reviewed accordingly. Pursuant to LDR Section 4.5.1(E)(3)(a)2., Buildings, Structures, Appurtenances and Parking, Garages and Carports: a. Garages and carports are encouraged to be oriented so that they may be accessed from the side or rear and out of view from a public right of way. b. The orientation of garages and carports shall be consistent with the historic development pattern of structures of a similar architectural style within the district. c. The enclosure of carports is discouraged. When permitted, the enclosure of the carport should maintain the original details, associated with the carport, such as decorative posts, columns, roof planes, and other features. d. Garage doors shall be designed to be compatible with the architectural style of the principal structure and should include individual openings for vehicles rather than two car expanses of doors. Metal two car garage doors are discouraged; however, if options are limited and metal is proposed, the doors must include additional architectural detailing appropriate to the building. 101 SE 71"Avenue;2015-039 HPB Meeting June 3,2015 Page 11 of 20 STAFF COMMENT: The proposed two-car garage facing SE 1st Street is located to the side of the historic structure; however, the proposed single-car garages for the two new units are facing SE 7th Avenue. The historic development pattern in the Marina Historic District varies as there are garage elements existing on historic multi-family sites which are forward on the property and visible from the right of way, whereas the garages associated with the historic single-family properties are typically set further back on the site. The garage doors have been designed to complement the historic style with additional detailing added which is appropriate to the design. Pursuant to LDR Section 4.5.1(E)(3)(b)1.a., Buildings, Structures, Appurtenances and Parking, Parking, locate parking adjacent to the building Or in the rear. STAFF COMMENT: The proposed parking for the two new units is located further back from the street and the historic structure is located closer to the street. While garages are not historically a prominent feature in the Marina Historic District, it is not uncommon or inappropriate to the use or style, and their overall aesthetic is compatible. 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) 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) STAFF COMMENT: In consideration of the applicable Standards noted above, the historic character of the historic structure will remain as the two-unit building will be adaptively reused as a single-unit. The historic character of the structure will be maintained by the proposal; the site, however, will be altered. The addition of two units inherently changes the character of the site due to the conversion of the property from duplex to multi-family. The Board shall consider how these changes impact the historic integrity of the property. Due to the separation between the existing structure and the new construction, it is evident that the additions could be removed in the future without impairing the integrity of the historic structure. The new construction is also clearly differentiated in its design details. Therefore, the general intent of these Standards has been met, and positive findings can be made. 101 SE 7th Avenue;2015-039 • HPB Meeting June 3,2015 Page 12 of 20 Pursuant to LDR Section 4.5.1(E)(8)(a-I), 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 the visual compatibility standards provided for in this Section with regard to height, width, mass, scale, façade, openings, rhythm, material, color, texture, roof shape, direction, and other criteria set forth 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. Visual compatibility for all development on individually designated properties outside the district shall be determined by comparison to other structures within the site. (a) Height: The height of proposed buildings or modifications shall be visually compatible in comparison or relation to the height of existing structures and buildings in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c) Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g), Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i) Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j) Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development. To determine whether the scale of a building is appropriate, the following shall apply for major development only: 1. For buildings wider than sixty percent (60%) of the lot width, a portion of the front façade must be setback a minimum of seven (7) additional feet from the front setback line: 101 SE 7"'Avenue;2015-039 HPB Meeting June 3,2015 • Page 13 of 20 2. For buildings deeper than fifty percent (50%) of the lot depth, a portion of each side façade, which is greater than one story high, must be setback a minimum of five (5) additional feet from the side setback line: (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. Pursuant to LDR Section 4.5.1(E)(9)(a), Visual Compatibility Incentives, Open Air Spaces, the ratio of the Building Height Plane (BHP) can increase from two.to one (2:1) to two to one and a half (2:1.5) for open air 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 (see illustration below); STAFF COMMENT: In consideration of the applicable Standards for Rehabilitation and Visual Compatibility Standards noted above, the proposal generally meets their intent. Those. Standards require specific comment or' additional analysis, are provided below: (a)Height: The existing two-story building consists of a height to the ridge which measures 22' from grade; the proposed addition of two-units measure 32'10" from grade to the top of the third floor parapet. In accordance with the technical requirement for "Height", compatibility is determined through the application of the Building Height Plane (BHP). The proposal has utilized and meets the "Open Air Space" of the Visual Compatibility Incentives, which permit an increase in the BHP ratio from 2:1 to 2.5:1, thereby determining that the height of the proposal is visually compatible. Generally, the height is similar to that of the historic structure, when comparing the two-story portions. (e)Rhythm of Buildings on Streets: The rhythm of buildings along the street will 'be impacted by the proposal, due to the significant change resulting from the additions and improvements. However, the remaining open space between the subject property and the properties to the south and east will remain visually compatible, with greater setbacks provided than those required for single-family development. The proposed landscaping will also assist in mitigating an impact. (h)Roof Shapes: The roof type of the historic structure is a low pitch (3/12) hip roof; the proposed roof type is flat. These two roof types are compatible with each other, and appropriate to the historic structure which is classified as Masonry Vernacular, although it has typical contemporary design features found in buildings of the 1950s. Further, the provision of a hip roof, even at such a low pitch, on the new construction, would increase the scale and mass, thereby negatively impacting its integrity. Therefore, the two roof types are appropriate, and complement each other. (j)Scale of a Building: The proposed additions are in compliance with the additional setbacks required for buildings wider than 60% of the lot width, and deeper than 50% of the lot depth, which are utilized to "determine whether the scale of a building is appropriate." While the technical requirement has been met, there is a concern regarding the third story, and whether it should be reduced to further minimize an impact on the district and/or adjacent properties. The front elevation of the third story has been revised with the addition of a railing detail to break up the blank wall area. Consideration could also be given to the extension of the eyebrow feature to span the front, which will add shadows and interest to this wall plane, and potentially give an illusion that the portion above has been eliminated while also mimicking the horizontal plane of the second floor balconies below. These types of revisions may assist with mitigating an impact, and is attached as a recommended condition of approval. 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 14 of 20 (I)Architectural Style: The architectural style of the historic structure is defined as Masonry Vernacular which is reflective of what was occurring at that time locally and is not definitive of a specific style. The subject structure was built in 1950 and has modern design elements incorporated such as the glass block, wing walls, and eyebrows (flat overhangs) which are the prominent design features of the otherwise simply designed structure. These features have provided the design and style inspiration for the additions. Given the above, positive findings can be made with respect to the Visual Compatibility Standards, subject to consideration of alterations to the third story. 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. iA FUTURE LAND USE MAP: The resulting use of land or structures must be allowed in the zoning district within which the land is situated and said zoning must be consistent with the applicable land use designation as shown on the Future Land Use Map. STAFF COMMENT The subject property has a FLUM (Future Land Use Map) designation of MD (Medium Density, 5-12 Units per Acre) and zoning designation of RM. The zoning is consistent with the FLUM designation. Thus, positive findings can be made with respect to FLUM 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 will be provided via service lateral connection to an 8" water main located within the SE 7th Avenue right of way, which ties into a 16" main along SE 1st Street. Sewer service will be provided via lateral connection to the existing 20" sanitary force mains located within SE 7th Avenue and which connects to the 12" sanitary force main along SE 1st Street. Adequate fire suppression will be provided via an existing fire hydrant located at the northwest corner of SE 1st Street and SE 7th Avenue. Pursuant to the City's Comprehensive Plan, treatment capacity is available at the City's Water Treatment Plant and the South Central County Waste Water Treatment Plant for the City at build-out. Streets and Traffic The Traffic Statement submitted projects an estimated 13 new daily trips resulting from the proposed development. Palm Beach County Traffic Division has reviewed the information and determined that "the proposed residential expansion project constitutes insignificant daily and peak hour impact on the roadway network" and meets the Traffic Performance Standards of Palm Beach County. This "approval" is valid until the end of 2016. 101 SE 7``'Avenue;2015-039 HPB Meeting June 3,2015 Page 15 of 20 Parks and Recreation Facilities The Open Space and Recreation Element of the City's Comprehensive Plan indicates in its' conclusion that "the City will have sufficient recreation facilities at build-out to meet the adopted standards". A park impact fee is collected to offset any impacts that the project may have on the City's recreational facilities. Pursuant to LDR Section 5.3.2, a park impact fee of$500.00 per dwelling unit will be collected prior to issuance of a building permit for each unit. As two units presently exist on site, the fee is only applied to the new unit. Therefore, the total fee of $500 will be required of this development for parks and recreation purposes. Solid Waste The existing two units generate an estimated 1.6 tons (2 units x .8 tons = 1.6 tons) of solid waste per year; the proposed additional dwelling will generate an additional .8 tons, for a total solid waste generation of 2.4 for the entire development. The Solid Waste Authority has indicated that its facilities have sufficient capacity to handle all development proposals till the year 2046, thus a positive finding with respect to this level of service standard can be made. Drainage Preliminary drainage plans have been submitted and indicate that drainage will be accommodated via a "North Basin" for Townhouse-A (existing structure) and a "South Basin" for Townhouses B & C (new units). There are no problems anticipated in accommodating on-site drainage. Schools School concurrency approval has been granted by the School District of Palm Beach County and is valid until December 14, 2015. (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. STAFF COMMENT The redevelopment of the subject property from a duplex to a multi-family development is consistent with the subject Objective. With respect to the adjacent land uses, the property is surrounded by multi- family residential uses on all sides, which are appropriate to the zoning district. Therefore, the proposal can be deemed compatible as it will complement the other existing multi-family residential uses, and thereby consistent with the subject Objective. 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 , Page 16 of 20 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 and the "Delray Beach Design Guidelines". STAFF COMMENT The proposed development provides for the adaptive reuse of a historic structure with the addition of two new units on the site. A complete review of LDR Section 4.5.1 has been conducted and positive findings have been made, subject to recommended conditions. Housing Element Policy A-11.3: In evaluating proposals for new development or redevelopment, 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. STAFF COMMENT The proposed development will not have a negative impact on the stability of the Marina Historic District; rather it will assist in the stability as the property has not been properly maintained over the years, and has suffered much neglect on the exterior. Impacts on the neighborhood from noise or additional traffic volumes are not of concern as the circulation pattern is primarily impacted by vehicles utilizing the neighborhood as a "cut-through". The subject property is situated within one block of both East Atlantic Avenue and SE 6th Avenue which will likely be the primary route for the development's occupants. Therefore, the subject development meets the intent of this Policy and thereby is compliant. Open Space and Recreation Element Policy A-3.1: Tot lots and recreational areas, serving children from toddlers to teens, shall be a feature of all new housing developments as part of 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. The City may require a monetary contribution in-lieu of the provision of on-site facilities where appropriate. STAFF COMMENT This item was previously discussed under Special Regulations of the RM zone district. As there are only 3 units, it is not practical to require a common tot lot or recreation areas/swimming pools. The site plan indicates that all three units will have private swimming pools. NOTICES As required by the LDRs, a notice regarding the subject variance requests were sent to those property owners located within a 500' radius of the subject property on Friday, May 22, 2015. A Special Courtesy Notice was mailed to the contact person for the Marina Neighborhood Association on Friday, May 22, 2015. • 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 17 of 20 • ASSESSMENT AND CONCLUSION The subject proposal for the adaptive reuse of the historic, two-story duplex to a single-family dwelling unit, and the addition of two new dwelling units has been designed to highlight the historic structure on a prominent corner within the Marina Historic District. Just one block south of East Atlantic Avenue, the location at SE 1st Street and SE 7th Avenue is highly visible to many such as pedestrians strolling through the neighborhood, visitors going to the City's Marina, many residents and visitors who utilize the area to by-pass downtown traffic to cross the Atlantic Avenue bridge on their way to the beachside area of the city, and of course, the residents of the Marina Historic District. Therefore, careful consideration into the proposal should be taken regarding the appropriateness of the additions and alterations to the historic structure, while balancing the compatibility with the historic district. An ideal proposal would be to rehabilitate the historic structure without such additions, while making improvements to the site for a viable property. The proposed alterations to the historic structure are minimal, which is much appreciated and should be commended. On the SE 1st Street elevation, the proposed garage is detached from the historic structure, and connected via a breezeway to assist with the separation and differentiation between the old and the new, while the new second and third story additions for the new units that are accessed from SE 7th Avenue are seen in the distance. The SE 7th Avenue elevation is the most altered by the proposal and potentially most impacting; however, the new design meets the technical requirements provided in the Visual Compatibility Standards to determine the compatibility and appropriateness of height and scale. In consideration of the site plan aspects of the proposal, the addition of two units has met the requirements for concurrency, and substantially complies with the Performance Standards. Given careful consideration, the positive findings can be made as the proposal is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Deyelopment Regulations, subject to approval of the recommended conditions of approval, and the requested variances. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness, Class V Site Plan, Architectural Elevations, Landscape Plan, and Variance requests (2015-039) for 101 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 is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Sections 2.4.5(F)(5), 2.4.6(H)(5), and 2.4.7(A)(6). C. Move denial of the Certificate of Appropriateness, Class V Site Plan, Architectural Elevations, Landscape Plan, and Variance requests (2015-039) for 101 SE 7th Avenue, Marina 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 LDR Sections 2.4.5(F)(5), 2.4.6(H)(5), and 2.4.7(A)(6). (Motion to be phrased in the affirmative. See above.) 101 SE 7th Avenue;2015-039 • HPB Meeting June 3,2015 Page 18 of 20 RECOMMENDATION By Separate Motions: Variance: Rear Setback Approve the variance to LDR Section 4.3.4(K), to reduce the rear (east) setback requirement to 17' whereas 25' is required, based upon positive findings to LDR Section 2.4.7(A)(6). Variance: Third Story Setback - Approve the variance to LDR Section 4.3.4(K), to reduce the side interior (south) setback requirement for the third story to 21'2" whereas 30' is required, based upon positive findings to LDR Section 2.4.7(A)(6). COA and Site Plan Approve the Certificate of Appropriateness and Class V Site Plan (2015-039) for 101 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 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)(5), subject to the following conditions: 1. That a statement be provided as to how the CPTED comments have been addressed, and if any alterations to the building occur as a result of meeting the statements, then this be reflected on the plans submitted for site plan certification; and, 2. That a plat be submitted for review in accordance with the applicable sections of LDR Section 2.4.3 (A), (B), (H), (J), (K), (L) and Section 5.2.2, and recorded prior to the issuance of a building permit; Landscape Plan Approve the Landscape Plan (2015-039) for 101 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 is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Section 4.6.16, subject to the following revisions: 1. That the existing Sea grape (letter 'T' on the existing tree disposition plan) tree remain in place and be properly trimmed by a certified arborist to improve the canopy structure and appearance; 2. That the proposed hardwood trees meet the mitigation requirements for the trees that are being removed, subject to review and compliance determination by the City.'s Senior Landscape Planner; and, 3. That a landscape maintenance agreement be submitted for the street trees that are proposed. Architectural Elevations Approve the Landscape Plan (2015-039) for 101 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 is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Section 4.5.1(E)(8), subject to the condition that the front elevation of the third story be revised to include an extended eyebrow. Report prepared by:Amy E. Alvarez, Senior Planner 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 19 of 20 APPENDIX A STANDARDS FOR SITE PLAN ACTIONS A. Building design, landscaping, and lighting (glare) shall be such that they do not create unwarranted distractions or blockage of visibility as it pertains to traffic circulation. Not applicable Meets intent of standard X Does not meet intent B. Separation of different forms of transportation shall be encouraged. This includes • pedestrians, bicyclists, and vehicles in a manner consistent with policies found under Objectives D-1 and D-2 of the Transportation Element. Not applicable X Meets intent of standard Does not meet intent • C. Open space enhancements as described in Policies found under Objective B-1 of the Open • Space and Recreation Element are appropriately addressed. Not applicable Meets intent of standard X Does not meet intent D. The City shall evaluate the effect that any street widening or traffic circulation modification may have upon an existing neighborhood. If it is determined that the widening or modification will be detrimental and result in a degradation of the neighborhood, the project shall not be permitted. • Not applicable X Meets intent of standard •• Does not meet intent E. Development of vacant land which is zoned for residential purposes shall be planned in a manner which is consistent with adjacent development regardless of zoning designations. Not applicable X Meets intent of standard Does not meet intent F. Property shall be developed or redeveloped in a manner so that the future use and intensity are appropriate in terms of soil, topographic, and other applicable physical considerations; complementary to adjacent land uses; and fulfills remaining land use needs. Not applicable Meets intent of standard X Does not meet intent 101 SE 7th Avenue;2015-039 HPB Meeting June 3,2015 Page 20 of 20 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 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 . . PROXIMITY CONTEXT MAP . 101 SE 7th Avenue ._ _ . ;•••3::4.:Ci -- 1• . * TO* • ;,1'3 ..;:•;-!' -.•-•"-- :-fv'' • . $.;%V1 . ..--i: . ,.'. • *•, 11 [ 1 — " "It . `,'•, -..." L. .., •,--• - N . - - - ..,• • '' • •C, .,,,c. - ' - !--4. ''.7.-•':_'.!...-' '' .,i''.$ -.-117S1;.:-- li.-- =Rs - -7N-11 11q.nri 1111 II •11124;WIr .§V.VIT-117 -11,11111,11: j- %. ..."•,-- - " ----.-'6"-N-AN„,j. • , . 1 % - , — - - -.-...ti. . 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W 4 DRAWING INDEX PROJECT INFORMATION LOCATION MAPH ; o H � CVR COVER SHEET _ PROPOSED PROJECT: RENOVATION TO AN EXISTING HISTORIC E. ITIONOFA2CAR •-1 U•0� SI SURVEY DUPLEX WITHTHEADD ARCHITECTURAL STORYTOWNHOMEUNITS Q U GARAGE AND THE ADDITION OF(2)3 SFFE LOCATION .7 5-', 1 O SP-1 SITE PLAN W A-1 GROUND AND SECOND FLOOR PLAN GOVERNING CODE: FBC 2010 EDITION _ ' A-2 THIRD FLOOR AND ROOF PLAN A3.1 NORTH AND WEST ELEVATION FFPC 2010 EDITION tag...,. 5•- -- • ,t; ;_ ,'1 '- •+ - �.' CG sue:,_= ', NFPA 1 UFC FLORIDA 2009 EDMON C-i 30 tr* ! '4 `s- 1. ,...- `".l- J -� t3 s _ W O c+ �' A32 SOUTH AND EAST ELEVATION __`• "' _ _w�,. _ A� UNIT A:ENLARGED UNIT PLANS NFPA 101 LSC FLORIDA 2009 EDITION ."— •` '•�=.{-1YA0? _ y` - t^�"' C O O V AS UNIT B:ENLARGED UNIT PLANS - o a s:±" >n /L r..k �'' 9 t ti��.�..,i _ all .8 zi n 'Staibucks 1- A-S UNIT'C:ENLARGED UNIT PLANS �'�+i= -�:ct ^' :3• ° - WA (j BUILDING HEIGHT: 34'-4°TO CROWN OF ROAD Et.:- „ 1`t � . r Deck ti4 D ..` z A-7 GROUND PLANE PROJECTION/BUILDING SECTION _ I iiI q v ' �� A-8 LOT COVERAGE AND OPEN SPACE DIAGRAM " - - Me #K • } r E `Mellow Mushroom =*,,- 1 • ts' - • TYPE OF TYPE VB - ��s'T, %, ' af-''' ""- i y r c CIVIL CONSTRUCTION: ,- ., `�`,P.aza,Bakrs _ .� }. SPRINKLERED FOR 3-STORYTOWNHOMES _ram. ,., ° UNSPRINKLERED FOR EXISTING �=✓`�` gyp- E 1 OF 5 PAVING&DRAINAGE PLAN STRUCTURE = 'f ,.Yq�� r t 2 OF 5 PAVING&DRAINAGE DETAILS � __ i ? �S -' _ $>� 3 OF 5 PAVING&DRAINAGE DETAILS BUILDING DESIGNED ENCLOSED �r ti� `. 'v - '�y'7 ' '� :iir--1:47:;:::_, 's `� w' u `: 1`:1= �i v<:,, V' aw is _ i'4 OF 5 WATER&WASTEWATER DETAILS _5 OF 5 POLLUTION PREVENTION PLANWIND SPEED: "" -. F 'c ' Y, P•O LI� °170 MPH ULTIMATE WIND SPEED ��•J �: is, •1 1a ► f + 0a1 OF 1 COMPOSITE UTILITY PLANV J ijill 1 LANDSCAPE . • g -i y ''. • -? 44:.1v. - :'' - ' L _F:i ' EXPOSURE: D ��.. .q ! t•-, a ;_r le -:� a L-1 EXISTING TREE PLAN '' " -'S � � ffa4 ` a L-2 PLANTING PLAN ZONING DISTRICT: RM-MEDIUM HIGH DENSITY r ? k- E� t�..,�`' ��rV L-3 SPECIFICATIONS,DETAILS,NOTES '- f=� O-1'SE 7th Avee Whit HAZARD CLASSIFICATION: ' I -.ORDINARY HAZARD t" a -,• T _ ,�MA, y'o `•*� •: AA260D161T 11826N1056 REQUIRED SETBACKS: FRONT SETBACK=25'/30 e. d.tRwie mt._ �S6 .-`' r jF- REAR SETBACK=2S 'fir;: •h- • >t '6 r ,m•y COMMISSION 11 1a017 SIDE SETBACK=15730' 3 `£, L....Al • !-a •s-%i i,,'.: �� J « DEAG2IFR• RIM 1- SIDE STREET=25/30 r,,c a » _ s P''' , lPc fti: '•d'-4I:" DRAWN BY: 2sOs7 PROVIDED SETBACKS: - i - c+x 9 ` ' ` [ 4� 1 rtnxssvEw: al 0 i FRONT SETBACK=26'-6'/43'-6" ��'S pA REAR SETBACK =IT , ' '�rai=— - `4 A 1 Delray Beach Ya•c�t�lub HISTORIC BOARD 110311 SIDE SETBACK= 15-0"/21'-2" I '4:„Jill. ' . —. SIDE STREET= 25-1"/50'-7' a -,'-- .�-7 '{I "' s 0 j n a ens tl-i ' . t ri 1 i� VARIANCE REQUEST A m• ' r L _' ..:,,,, 1.VARIANCE: SECTION 4.3.4 K aEV ION& TO ALLOW FOR A REDUCTION OF THE REAR SETBACK FROM 25-0"TO 17'-0" QTACCOMMENTS - 2.VARIANCE SECTION 4.3.4 K 01A7.15 ° TO ALLOW FOR A REDUCTION TO THE UPPER SIDE INTERIOR REQUIRED SETBACK FROM 30'-D"TO 21-2' N n ® f E Q CLIENT ARCHITECT CIVIL ENGINEER LANDSCAPE MEP ENGINEER STRUCTURAL 1 ° GREGORSKI 15, LLC RICHARD JONES ARCHITECTURE ENVIRODESIGN ASSOCIATES, INC. ARCHITECT 0t FAE CONSULTING ENGINEERING PLUS F 411° N8418 NORTH SHORE ROAD 10 S.E. FIRST AVENUE,SUITE 102 298 NE 2ND AVENUE DAVE BODKER LANDSCAPE 1640 N.W.BOCA RATON BLVD. 19528 SEDGEFIELD TERRACE E MENASHA,WI 54952 DELRAY BEACH, FL,33444 DELRAY BEACH,FL 33AM ARCHITECURE/PLANNING INC. BOCA RATON,FL,33432 BOCA RATON,FL 33498 COVER SHEET TELEPHONE:920-428-4857 TELEPHONE:561-274-9186 TELEPHONE:561-274-6500 601 N.CONGRESS AVENUE TELEPHONE:561-391-9292 CELL:561-7564106 H FAX:561-274-8558 • SUITE 105-A FAX:561-391-9898 FAX:561-479 3743 - I_ DELRAY BEACH,FL.33445 CVR TELEPHONE:561-276-6311 V 2 a c • :PooiJQ 4Ait. f'Dum7 IQ 4 IL:. -`- t.vuuut✓ty rzar3)- • L ur.11.1u- l;R r7� 1 . • FL. • ��� EXISTING TR LIST . it S.E. 1ST STREET SYFj TREE TYPE DESCRIPTION T • • 'gr • _ I A Coconut Palm 35'oa.ht remove \ B Sabal Palm IS'oa.ht remove - • • I C Sabal Palm 20'oa.ht. remove ' D Sabel Palm 20'oa.ht. remove E Sabel Palm 25'oa•ht. remove d I F 5aba1 Palm 20'oa.ht remove G Sabal Palm 30'oa.ht remove • _ - N' N Saba]Palm 25'oa.ht remove F, •���� I Sabal Palm 35'oa,ht. remove ._.t .�+ ��� �t^ ,t r J Sabal Palm 30'oa.ht. remove • i' • r r• K AvocadoSaba!Palm stu30mp oa.ht remove f-• '• • ,, , jj-:,,• •'4• : • :. -. - . . - . - : •-.� .. - •{•• r- L stump remove Str � �� +I +I• t; -9 Al Maangoler"rg 40'ht x 30'spr,24*caLa removes remove{� t JJ - +\ 0 Mango Tree 45'ht x 40'spr.30'caL remove A`- y�J f �' P Sabal Palm 35'oa.ht remove • P �` I = •,-, \ 0 Sabal Palm 20'oa_ht. remove �� I { l 5aba1 Palm 20'oa•ht remove • -j -t " 1 a 1•r r '1 S Sabal Palm IS'oa.ht,booted remove O. { 7 C Gr T Seagrape 30'ht._x 20'spr,motif-tr k remove ' i ° 2- 5 ;"! e U Sabal Palm 6'oa.ht remove J r V Sabel Palm 30'oa_ht. remove ZJ',1 , f t 2 T.,. ,rte.- A c-ob.-rto 1i)l. KS . •• C. - 14-4:i \., -... I I I \-It . - tl g q ZEel t-J_Q N CE:ri ` i ' L LOT • F m F.F.�1:,- I b+ mil •• -n3►, 3 - 3X J3LOCK LEGEND -' 9c r - - • _ 25 i r \ X ID(STING:htts TO BE REMOVED • • G �.. I l t El k I 1`.1 + ) EXISTING TREES To!REMAIN R . E • - - 5G-Ak- 1 ( • ) EXISTING PALMS TO REMAN Q ,• EXISTNG its TO BE( LOCATED • • e ( - , I P. ( -) project. O"1 gyp{ �{ NEW LocAnort of RELOCATED ttus Fz a �C • se 7 ave riC���i O PROPOSED PALMS .: F�yr�7 O a 1 delraY flo beech 14i 2 X O PROPOSED 1 nu.5 I BLOCK 126 BLO : . 26 1 \ 7. kl pe <7, a bodker • • sT� . :� �c peg., ...• landscape echrc/Owing tic 2000 601 m, ss eve-suite 105-n SF- • t1 - f 0 defray bench fbrlde 33445 _ 561-276-6311 ��' $$ ' *LA0000991 •'� sheet title. • l' A• -�e-f Yft. LIZ. existing -': - cAr L.�j• 6 904; • : tree plan CD(rl6AL) project• number•proTIFtTLLD 3414 dote. 10-24-14 ' • scale. 1--10• • • drawn by. .1ae le . • revisions. A 1-am-15 ita-»ls F A A A A NORTH • sheet• 'A. \mot --1 RICHARD JONFS k• I ill:7 i ARCHITECTURE 4 • . `u 10 se FIRST AVENGE'bDRE MG G DELI AY SEA=FLOSIDA 3 444 14. c u u Y 16131191Fb I F 5A131A91% H C - 0 0/� I A.7,101617 11826601056 LJSSN.H. _ _ — S.E.ISTSTREE-I [` — — 1 1 WWWR1AYCHITECIVREWId 0 i I BiaAGSgXT 1Da1P SIGHT 1MANGLE o o tQxtasgxr1 411 E(LST.PO{E i TRUWGLE §O4 TRIANGLE w/ANCKIOR Q •, _ F Q ` PROJECT DATA EIMI T 7D !- - -- DN/WGDESGNATGIU RM5Q.FUYXG10OFSTT 1 S1 FEET YOF SITE CRY REQUIREMENT REMAIN 70TALSREAREA 17p15 ECLT.SIDEWALK TOTAL SREAREAYWU9 • TO REWN PROPERTY LINE 11530 1 12�m tppY H R,_ _'J `�''-- 11 DEDICATION TOTAL 5UILRWiS FOOTPRINT 4 5 alh% y o l .. a PARKIN crPAvmAREA 7.031 57z,c Iy U cV 9 I bIDELwuI�Mlsa _ W S W w D?� FAA a a O •m`1 , I PATER BODIES Na Na W 1••a •cT' m„Z(ru' TOTAL KMPERVUUSAREA 7 2t 6T2% U '� _ e �o I 7 TOTAL b a�STEFPwG (717dala STEPPING F a 1 242 4TF1c • ¢ W OPEN I= i DRNEVWY 'N SPACE 5 Q STONES 7 427%< NGNALULL STONES W g tS PA ��•Y�•1A ,'G :•�.•.�..:;•:•:;;:•••:::::•�:;..•.;;':•;:::::•�'•--- Q GATE �«g LOTCOVFRAGE u37 51814 ,014 µA • *) 0 Li ............ O 1 I NUYHER OF WiIEl➢KG UNRS aUNOb �O �( _ llllll`�I I I I� II - f+[y± y 1111—=111 � = I I DWELLING UNITS PER ACRE 1S34 CE a [7U CO n iC 4 i'L�i ice,_ �-- -0 SIDE srnEfTSE'bAo x BUILDING DATA '"W C7 C:ia n 1.11 �� b BUILDING SETBACKS PURSUANT TO M]R SECTION 4,RE1(!) k Lilt' 3R pir 'Kq� C-�(--7D_u. �" �y I_�ed `` ,TA 1 t BREEZEVtAY 1 ZrGAR�:E / ® PROPOSED REQUIRED FRONDED NOTES FRONT ssDa sssioa o Z TRENCH DRAIN - �S.5E.HaAa _ REAR bE18L.TL C ¢ "� REFER TO CN. I. + ' v v V y EFF�SAO Miry — 61-•vu-•E HIDE STREET 0500 7S-�YSDJ' "VARIANCE REQUESTED 1DKIP SIGHT - _ ` ` Q I TRIANGLE 5• S I ,I p LOT REAR 23.0 17•C• -VARIANCE REQUESTED LU 75.13• ' FOOL Y V ti yETERW A I -=MG DU • ' =TORt U 1 i 47� /W A1pO, SINGLE STORY Q�Poa I BLOCK 126 HEIGHT asa ur y WIBA___ STRUCTURE I',►� 6EPAItATE CLLU b'TRUCIRE —. EQUIPMENT K- z LINE PARKING BREAKDOWN R w .S• D �• PFAWi ><EFLOW PROPOSED LOT O � zsa 1 Il� ! �+ � PARN:NOR-•IIIRID FLORIDA ISC3NSURE �� �FL0.W. ,•:"""" ]BEDROOM UNIT:CALCULATED AT O SPACES PER UNIT.aab BSPA:ES ................ 'liI•�'�I�In1� SCYSdALL'Y GATE BY GUEST PARgNG:FOR THE HRSTOO UNIT DS SPACES PER UXR.aa OS.15SPMFS i ••-•-.- L ,Lnagef� TRENCH DRAIN -s�-i7 7 �a1 SOUTH FLOM:MAL= m� 6a i::i.. •,a-•mv • •111 IC REFER TOCML `,`.i -.. « A I TOTAL REQUIRED-73SPACES COSTING a: E �t1,7N..5 _ '17 = `bl PROPOSED !t a.`- /� Y CHT HIGH QW AGEPiroNDED .4SPACES°F S7O"GE �I 1��� ►�� srnuc�-L CLIU URE � �+�; WilGARDEN wLl. DRIVEWAY: .B SPACES p ..l.75 N.G.V.D. ♦►, 10•zts� u NEW PROPERTY ��' 1 DRIVIMMY § Il 4 •"- � POa. 70TA1. .fOSPAF3 r � ��. .:• ATE EOICAl10N �-.I 1 S - H-B FF.E.52,NGV.L>-L !I'iiiulll uP ,�,,,c„ i LEGAL DESCRIPTION ELT.ENTLOTN COMMISSION If 14-017 N _ �/ \ - .a - ADJACENT LOT AJ','MD: TO THE PLAT RECORDED IN PLATBOOK7I,PAGE 4,RECORDED W711E DESIGNER: 6 5 T 268 _ F - - - '�II(Ilill - -- ` PUBLIC RECORD Of PAW BEACH COUNTY,FIDRKNBNOLAND SR4ATE LYWG,AND RI/IS ` UP , I� PROPOSED LOT BEING W PAW BEACH COUNTY.FIDRG g LA, _ .AREA II �I�LIIIIIIII �► Ii; , LINE DRAwN1aY: MOST II IIFF.E.S]SN I_ C_4== I � -_.".� +�� I CGARDEN WALL GENERAL NOTES- if PLAN REVIEW: Rl n DRNEIWY § I ` ... 1' 1C•a 1ST• v I 1.AT THETOWNHDME UNITS INDMDUALTRASH ANDRELIL7WD CONTNNERS VALL BE 4 . 11 ^ SURUSITALS0 {.^6 PAVERS -C �• .v-ARATE r�-�+� KEPTwTHIN THE UNIISGMAOEAND WILL BE ROLLED PLACED ALONG THE 3$IDRIC BOARD 11.03.14 4 TAN,. • AREA I STORAGE ,II �� I.-..� ,r.�. ROPE FOR PICK UP. C I1tMDbIGKTf I DRTVEV LA I S PI ]BEDROOM .."� &•.S• 2 ALL SERVICE UTILITIES WCWDING GAS,7ELEPIKINE,EIFCTR1C POWER AND CABLETV S te• 4 PAYERS I-� �+ •I;; '01 FRE.I.TSMFVa I .'�♦,.�`-,♦.4+_ I FOR 7HEPROR]SED DEYEAPIIENTVALL BE IDCATEO UNDERGROUND. �11IlIDIMII IIHI I TRENCH Rro ►.� �.� ��.`� I a AURESIDEN7IALUN fSARE•lORBA£ :• C F. Imo= � � FAST.POLE 7 r.,t 1P':-.�yIN1111 - -- - �"�!`�-� 11WIENIM FLOOR Anc•PURSUANT,DIDRSEGIP114.1A(ID `. UNRS TYPE MN. PROVIDED UNR WANT MR=GCS Mavi G s ONES CO r�Y`�—r004 ` ,� THE 36S 1z33bQFr ImcBQPr 1 sxsra Fr (1 y COORDINATE I �5 B ¢, RELCCATED . po f �♦ �r•♦r,« 7H-B aBR 1730 SOFT 2AWbOFf 1 7ABB8p F! PATH FPL AT k911 PROPOSEDtm48SSEAERSERVICE it culemair I - =PERWf YATH CLFANOUT W6TALLIDAT g0 Tfi•C TBR 1230SOFf 2A678QFT 1 4,14 SD FT v -0-?�. PROPERTY-REFER TO CML �I Q TOTAL UNITS a 13]65 SO Fr REVISIONS: t. WIBACKo-LCW IIP ! If .I SCALE DFAFNIC.DWD LDRBELRON[f,,RpmQTAC COMMENTSPREVENi9t- - 0407.15 REFER TOQUE. I 807-0':4d PRDPDITYMNE aID ES ...4 LOT 4111-0'(1W1L) CHAIN I HI PROPOSED ALUM FlTE RE CT UN REQUIREMENTS R REQUIRED.PORTION OF FR NT FACADE NEEDINGADOIIIDNALF.0 SEIBNGL E ALUM. Poor SAFETY BARRIER wlANDS.JLfE LOT WIDTH K40%-WI REQUItEDGQ)EIfETBACI� fS HIGH ALUM REFER TO 1AN05•iWEPtAN. 111:D•K Nx-R.INBR�.4.,'REDUWED LOUVERED ANCHOR BLOCK RETAINING WHU. FENCING REFER TO CIVIL PLANS FRONDED ADDMONALTW FRONT SETM=41Ud 4 SI AREA LABLED AS NOT INCLUDED IN PLAT BOOK 11,PAGE 4 • X i • toSl'1'h Pr.Arr U 3 Site Plan Scale: 1=1D M••� ' • oegclasimss i: u• marsiiiirawa 0' 10' 220' 30' Sr-1 k 2 , P E. RICHARD JONES • I W / ■ -3 . p ) m'd / Tzd _ 2 ARCHITECTURE `y L 55l I~ illimi ,, . 9 1 1 I 1 1 I 1 1 r-- O I toasrmarAVEavelamt,m [ILI I I I I I I I : 11w DIIRAY L OL FLO®A],aN DN © PORCH v xuTulJs 7 J611T10t%_=I • _ k1 I I B ii ma. b AA2O0016171I 182SIRIoo6 C ) 1 '.*----"I 1 I - l ,21 -000,31. -_ - _ WWWJUARc ECIURECDM 'n J 0 7——7 ——7 411 i OF �I . - I O IC A , D Il BREEZEWAY - \ / \ / 4 [11.1 -1 J -- --- \ / \ / FLAT ROOF AREA ; " - u �� \ / b !r r M1 \ / H DQ '� D4 :1;• •• b ® :, \ /2LM GARAGE \ / r I F I I D° 11 V V1 �i�� O I - L --- O I O POOL ,rd se 'M a p F J 4 1TP0•x12d W II UNDER SEPARATE O Q U .�-1^ I�I. 4 ,�� 4-0- iI O PERMIT ty y 2 r - , I �' W , oa GLASS BLM O 6 ` ® -Q • -U- 6- • — TRANSOM ` (�7,�z LL ��� L_ ►` 1.��\\\ADu cao. w 7 H o4l ,c Q I Zpi on I k 1 r 0--- I 4,41 l l 1 Z E I I 1 t !INo ® �X� H-B . ro]i: a I STORAGE Q>•�00 o g 1 Mil rI- 1. l 0 0 'S 7 t 0 ; . n ,' H-B • I I DN O r _ and` I FLORIDA LICENSORS 1 i 1 l tratGnRAGE > — — ——-' a I all l O ® I I I L�� ill �-- _ -- J L J L J ! I I � < sUp Ra *if _ • I H ❑ AA260076,7 7826001D56 r I IF I rd I I L, �O ® // 7/ i I 0 __ — I I 1 . —— M ALP -, I I ® COMMISSION► laon L DFS7GNER; RISS IG �. 4 1-CAR GARAGE > I DRAWN BY: TSMGSi i t,:' f Q I I DN l� tl O L— ` �, - PLAN REVIEW: RI - 0 Q Y 6 d Ill" • O SUBMITTALS HISTORICBOARD 11.03.14 5.SUBMITTAL U OIU, O ® F I ® ® 0, --...... A _ `T- 5. I C- "1111 ia / I r{ _JIO� OC? L 1 e —< I I^ yk lip (21 L O Q II! QD --- I (Q. I I _I , • O O O O O p Of0` L--_ ` OTACCOMMENTS g 0 0 e .41. i Second Floor Plan Ground Floor Plan Scale 3/16=1'O' Scale:3/16'=1-0' L4 t. R G WINDOW SCHEDULE DOOR SCHEDULE: THIS BUILDING W LLHAVE NFPA 13 3 omss Frux FIRE SPRINKLER SYSTEM WITH MA_mrnerGn9+.As Dove s� CENTRAL STATION MONITORING / j �+ A SEPARATE PERMIT IS REQUIRED. G TIQf11 N9olf N...zn.Pi/s FRAME F./ml C MARKS NG MEN NBONT STYLE TK NAT9NL FNEN 4A2tN0 RENAMES GROUND A1,TT� • - , - zd fr- . ,- ALLLL c1>=�¢uap®Nuu -.vart.Tvrr --. THIS BUILDING WILL HAVE A FIRE AND.-zr,. rd: :•FEBI uuNr GEM ANoc.>tD ALUM re,Y ®. R e ea zd AN.AA ALl1Y. aEARum®n„N z zd err F,ar�, -tr. n„a a>rwANm®Au,N DRAY TINT - - ALARM SYSTEM-CENTRAL STATION SECOND FLOOR - -.c J.r. 2' c.�,9R A1LM. CLEAR ANOG®I11N. - J ,fd'- rd. OIERIEM- -. NU14- .-. NnrL 'THEW wnER Pu+ealo smullExuuvMutnnsa MONLTDRED.AEEPARATE N AST n D Sd !d CASFN9? AIL.. sERAN pw,4 t fd fd sUooc(SASS-1K. ALM. GEAR AN®PLUM DRAT TNT 3PNa MEER CM - PERMIT IS REQUIRED. PLAN E - - . -Plzd Sd FR9✓o1 14', AM MEMANCOOBfAIY MATTINT. ' •- F J.r rd Gt9LB? A1UM. GEAR AHMED,ALLY f Sd fd FR9S11 1X. Atm CLEAR A ,CELDALUM DRAY TNT . c7 i -: 0 Sd fd CA59191F. ALUM. GEAR•VOO®PLUM - S Jd. - fd FR91G(•- . -TL(' mine. LEARN OPIDALLN [OGTTAT N_ Sd Sd GSEN9lT AW11 QEMAN®F1UM f ea. rd OVFAIiAD - ETK MEf11 N4LI�11x112R FARMS -_ 1. I 1� Sd Sd GSEY91f ALLLL GEAgANOp®PLAY - r 1fd fd SUMO GLASS 1r AIM GEMPWG®RIM cRIYTMF .PNa. _ A I J Jd Jd CLS9IBLT M1M QEMANCO®N.W 10 fd fP AZLY0 CUSS ,r NLIL CEARAROO®NW GRAY TINT SPNELSUL 0s0// _ 0 K Sd. 6d FO®' Jul. GEM ANOO®M.IN 11 fd fL• SIDING cuss 1.X.. run -GEM AN®®ALUM p4TTni 3PNAN.SLpal l L Jd rd Gl4'Y9R -PLUS. CLEAR ANmaFDNUY V 12 rd fd AIDINc[xA4 tY. ALLIL GEAR NC®Afy DRAT TINT 4700.0Uo<.w.A 004 RICIiARD JONFS k G ■ ■ li •■ l es:r� ARE • Fr- � J 1 10 LE MST AVENUE l eWS 102 Fill 0 --.1DELSAYBFACH.F1A¢c1A 13N{ 4V 1613x4.e116 1 P 561574913K c AA26001617 1 B326031056 (i) ---- 1 ----- — IV -"-------'--'-- 1 I WW .RI rAACEIIfECi,m rn„ k - 4 • ;11111 t H / X11.1.11 FLAT ROOr'AREA A -- -•--- FLAT ROOF AREA ] O W j A+a 3 64 • Ste'HIGH CMU PARAPET O O¢ T WALL 1"1 51 L Z 0 PEI n \\\ 1 J O�A 0 4TI7.. e FLAT ROOF AREA _ R' jyt ONr w TOP OF THIRD FLOOR BEAM I _ 1 — — -1-i'�il1- — 21�• ROOFTOP 1 1! z EQUIPMENT P -� _-p- 1 111�11� ` (,, _ Q�, QD� 111111, CONCRETE EYEBROW TCb3 L:_:) v� ♦ — Y'� (m ii 1 PROJECTION .IP Ql— J �� 111�1113'-6•HIGHWCMMUU PARAPETI 111 1�1Iil TOP OFTHIRD Fl OOR @EAM _ CONCRETEO ®� H-B j ■�111iP1A)RIDA U 03403 BE 2•iy 1-~ LXi _ EYEBRONOJil _, PROJECTION FIAT ROOF AREA — O I 11 I _ ` I I 1 1 hi,11 AA2600161711873D1056Z 1 -FIAT ROOF AREA y 31'$ O I ill CO1dLASSiONY 14017 TOP OF ROOF REAM ® I 0 O� I ■ Alk DEAG2g]E ■ I R]QS III 1 ® DRAWNBY: ]51GSJvbil CONCRETE OW i_ O ® DN 411) I ?AAP 1�1;1 PLAN REVIEW: 870 1 1 i 21'-2'PROPOSED B]SID]1IC BOARD 11.0314 ��� ��Lt 1 3'8'HIGH CMU PARAPET L 0 - /o_ 1111�11 SETBACK FL ORNE SIJBBOITAL 1` 1 V l` ^t ;w� 111°1111 3RD FLOOR I . kc y WALL _ 0 r !) 1- ♦i EX] �.p �_i —— .�� — j VI ' I ROOFTOP -" 1� 1'-2'HIGH CMU PARAPET TOP OF THIRD FLOOR1325.1A1.4 2 FLAT ROOF AREA ¢ EQUIPMENT AREA Orr F 1 1 )) g ! `S-0'HIGH CMU PARAPET) I QTAC COMMENTS WALL. a q6• } 46-1P 04.07.16 6 la W (( r. W Roof Plan o - A 0 Scale: 3/1 E=1'-0' a c a. ta• d WINDOW SCHEDULE DOOR SCHEDULE: - THIS BUILDING WILL.HAVE NFPA 13 PROPERTY LINE ALONG SOUTH SIDE OF SITE • Dmas FRAMES - FIRE SPRINKLER SYSTEM WITH - _ _ _ 4. DOOR sa - CENTRAL STATION MONITORING.' - - - OPEN6G A SEPARATE PERMIT IS REQUIRED. Wahl IE1aONTTF'E FRANK TABU RL\DN WahlR NTID REMARKS NG WIDTH mow STYLE TH. MATERIAL FN IR 61 AZ2G REMARKS 0 C �'� _ _ THIS BUILDING WILL HAVE A FIRE Third Floor Plan ' FLOOR A- ..Td.. 1'd' F® AB1Y. LiEARAWIIIEDAJAI PHi WJ{lF lR� - 1 Sd `Cd'" FlRBF]3` 137" AUAL" CLFMANOLi1ED ALIW GfUYIiM - - R vd zr AMMNC ADJ. clt•ARum®o n FURL 1 _ T zr 6r Plml 1T4- uE aF,veww•+o�nexLu GUY TNT ALARM SYSTEM-CENTRAL STATION AND ROOF c ...o rr zd cMBIe.•r AWI1 CJFM ANDOQIDAUW .. "1•::- "-fed rd wEa aa. .: A:tat ut7x APPLIED tnv+a+PANELS ToFIu.awTE•ttwruu turrxs MONITORED.ASEPARATE Scale: 3/16'=1'-O PLANo Td td ALL.Au CLEAR UI ALUM _ a cc 6d "^OURS 1yALL, C ®` ALL, CLEAR GAYIxr SPuau�6xn PERMIT IS REQUIRED..E • -_ • - '.. - . . - • 6 '1ATd tarc m FREAOI 13: FLAK CLEAR J2DOEO ALUM` a:CRAr1 - . . ,11.?1 a.. F VT l FR S C Blr AWu CLEAR Ab 1 0770 ALI 6 zr 640 FRB.. 130. W D®- Ay CLEAR ANCALUM GRAYTWAR q a•.Td. _640 BI CASB lr ALUM.ALUM. -OEM AJNihD N1L 7 ed rC.O. FRBO1 . 1r ALUM.. CLEAR ANC ZED RA GRAYTNT -N Td 647. C 5@R AWLL CtaM Nipo®ALLY r rd ed WE/READ - META'. METH. ISVUED LOUVER PANB.S TO SIMLLATE AWL FLY LCD.. GRAY xP 1 Td.- Sd_ CA®IBR AL./ DEAR N2.3.7 ALUM -6 Red et" SUING GU065 1K• ALLY. CLEAR ANCGUEDAUM GWr17Tr APMaalsacuq - . J e _ . - �_ IKO' 6r GAUMLBR AWLL DEAR ANCLL"IFlD ALUM P.O. I.? &J NO MASS 13C' ALLIL CLEM•ACCRIDASUI GRAY1M 0PAAELS1ls 50a) L -K TS 'Led • F® ALUM CLEAR NIGD®AWY 11 Cd - cc SDYIG Gcuss11` NULL CIEMAICO®ALUM QUY1Wr - 2PA16CJQTLA'BI r l L I'd - ed CASEYBrt AWN. OEARNLTO®µLY W IA d rr SIDNG MASS NL1L CLEAR ANODIZED PANEL MS a F a - - - TOP OF PARAPET d F. RICHARD JOSS - 1 3APET2-10" Y 41 ;,, — — _ _ — _ TOP OF ROOF BEAM F ■ ■ 31'R' u 0 _SOP OF ■ i.._I Cam! [� - - - - zg� > =:• ARCHITECTURE i IEl El - o b D LRAYBEA01E.MST FLORIDANUEI WOE Tm Fli 0 O © DEI]RAY HPAmL FLO If1{{ 14, 0 V]6157191l6 I F]61SH3100 C Tz1H1 — — — — — — — — _ — — TOP OF THIRD FLOOR BFAM 4 r B �• — — 21'4 AA26001617 1 D326C010S6 tL e © ,: 1 1 ��__i i`l �I`A _ _ ,.._. _i. _ _ _ _ _ _�., x�P _ D — - _ TOP OFWINDDWSIDOORS z $EXISTMGTOPOFPI 1 - - —i. ,e'-P S Ct0TFr7iJR1:COM U YY 1T4 _—. O WWW.RSAR g DUSTING TOP OF WINDOWS — �_ —_ [J j — ...• m 13 iiiiiiiiii '"1 �RI� :.] HI I, i ir-,, hT § Emi a -- I,,T, — _ _ — — —k=. _ - —.�—— — — LOP��SFOOND Fl OOR RFAM d 4 :ram - h . TEXIS'TING TOP OF WINDOWS _ �,.�____. _. _T_-,_. ._;__. _:•.._.1� I �, D _ _ TOP OF WINOWJSg70pR5 �2 Q • 0 = ; �•a — M 44 1- N x ',7, 1 I k, "' _ p e x a y o I❑ LI 7 I omimmee QU '-' E Hp p — �,ri�1-= �tWv�j� . �. =0 : = == > Y P7 FFIRSTFMISHFLOO — — — — — — — — — — — — ! I — - 1111 ���� Ili i1.4 3. _ i� II 1ttt� ltttt• 1t�1tt� P pV 0 - 1 tt�tit i• SIt�.P•F FIRST FNISH FLOOR tL 0 z sa rz G EXISTING STRUCTURE >� — — — — NEW:2 TOWNHOME UNIT — — — — > — — — — CROWNOFROAD A C.) @ ° Proposed West Elevation ''� 0 z Scale: 1/4�1'-0F TOP OF PARAPET di 32-,P V g • I a^ ---y —_ _ _ _ _ _ _ — _ TOP OF ROOF BEAM y II 11 Q — — — — — — — _�OFOFWINDOWSCOORS FLORIDA I.iCII1SgRE a . - - - - - - - _ - _ ��` .", ` - - - - - �O�oFTHIRD B OCR BEAM d, AA26001617 IH1600tC56 0 _ - -`` t2 QN 21'-T V 1 1�TOP OF TRANSOM �__.._.-,_.- _.. _ __- -._._ -1t{ Qz tamT LG Y ,e e a `� ��� i x DNAANBY: r � t E i . _— — _( GTOP OF PLA 0 9 PLAN R W: RI 0 i DESIGNER: REIS EXISTING TOP OFWINOOWS d4 m SDBMITfALfi ° ° ° : i _ _ g i- r _ _ _ _ ,s$ - "2 HISTORIC BOARD 11.03.14 L. II _ p f SUBMITTAL 2 b C� ^� r((.._ ((:\\)/ F B-0' a A �. _ _ . — _ IJGSTTNG TOP OFWINOOWS 3 ❑ 4 R —, g 3 Ts Y L REVISION& _ `' 0 Q7AC COMMENTS i. D _ s i 06.07.1514 ! ID r , OR— TOP OF FIRST FINISH FLO 0 F 4i • NEW 2-CAR AND BREEZEWAY CONNECTION TO EXISTING STRUCTURE EXISTING STRUCTURE > c. I CROWN of ROAD c1. a Proposed North Elevation -1,6" 'V Scale: 1/4=1-O EXTERIOR PAINT COLORS ELEVATION NOTES ❑N NEWSV METAL RODF(COLDR GALVALUMFa O WALL COLOR:SW 7005 PURE WHITE 0 %PARGT RECSTANTWREVIEIHDOWB WALUMINUM FRAMES(FRAME COLOR:ANW 0 @D ALUMINUM)PROVIOS SHOP DRAWINGS ❑ FO ARC}1ITECTB WANDAP'ROVA. G JAImB6TARNLE535TEELCABLE.INSTALL PER MANVFACTURESPEC9 ❑O wPACTREStSTANr ODOR ASSEMBLY(FlWlE00lDR:Nt00•.tEAliM.1IRNJ NORTH AND 0 i RANNG3WMDOW FRAME COLO CLFAR GIAL^IROCK PROVIDE 6AMPEFOR ARCMi cr.1aRIVIEW AND APNROVAL RIIORTJ OROFRING.ATEA75DN0 STRICTURE NOR®NTALSd'Htif1ALVMMW RARING SYSTEM.PROVIDE FOR ARCIBfFL•fSREV1EWANDM7RWAL o Z ANODALUMMUM REPLALE EJ�rRlo cuss a.GeRwNtwDTFAReuss Bta-N H ❑ © PROJECTED EYEBROWS.FOR FASTING MINIMS REPAIR ANOAND PMNf WEST 3 ACCENT COLOR:SW7015 REPOSE GRAY © FLUSH PANEL MTI_GARAGE DR WITH AMC APPLED TRM-PROVIDE MP DAM FOR ARCHITECTS REVRW6 APPROVAL O Z-4'NIGNIWIIAMUI.I LOUVERED WlR1NG(COLOR:AN002EDALUMMUM.J ON TOP OF MAYONRY PARAPEF WALL PROVIDE SHOP WVGg . ELEVATION FORA 1,1ALI TNT UMYBAPRIOMIR S.D.NIGH PARAPET WALLW6VOOiNBfVCL•O FiN6H ❑D AW76RR1M GATE.REFER70 SITE PLAN FOR StLE.PROVIDE SHOP ORMAMOS FOR ARCNIRZ13REVIEWIWO APPROVAL a FORARCIUTECTSALUMINuplAt EVIWEAPRROVAL ED G(COLOR:MOD®AUNBMM ON TOP OF MASONRY PARAPET WALL PROVIDE SHOP OWG4 ® LOWERED SHUTTER BY SOUTH FLORIDA ALUMNA PROVIDE SHOP DRAWINGS FOR ARCHRFL•7B REN3V 0 © SMOOTH 0uac0 FINISH ON MASONRYw21 © DECORATNE LIGNTFIXTURE PROVIDE SPEC FOR ARCHITECTS REVIEWS APPROVAL E N.T. A-3.1 TNG IOUVERBTD BE REFINISHED AND RESTORED. e'HIGH ALWMM MM.NUMERS B ONACONTRARTIHG BACRGROVNO(COLDR:AV7J� ALL•A D�Jt DGYIR.Q VN SEPMATEPERMff ID /Ll50NRY PLANTER i2C ADL ABOVE GRADE l ❑F lAb < F s TOPOF PARAPET - - 4044 i• . TOP O L— — © iucxAxn JONES TOP OF ROOF BEAM - ■■ $ TOPOFWINDOWS/DQQRS - - - - - - 9 AR c • I o El 1 I.!LE FICSTAYFNUEI SUITE 102 TOP OF THIRD FLOOR BFAIA- - nLTs.ArBEAaL FLORIDA SuµE 14, "� - - - - - - - - - ' A2 V 36L2749196 I F 56LD19196 C 0 l•- -TOs `_ I Q' ausmisl7 m�amluw � TOPOF WINDOWS/DOORS- II El 0 i ^ l'F. 14 e - �- ❑ © © - _ l �`` - IXISTING TOP OF P7T-0' tYWw.R1AILC}u1FY11(72EL•p)6li ,_1. _ TOP OFWINDOWS/DOORS tL .. ._______., "� _ =-__��* '_ice o-- _=__%% �. TOP OF SECOND FLOOR @E!� • - _ ( 'I I, \�I_ ' - -..-- ._ _ = O �. ,� [11.1 i _, :_.,, _------Ar" 'N 80�OF WINDOWS/DOORS - - - ` _ 'I - - - - - - - - - ,. - - __ ar4 E�Is, G'ECOND FLOOR SLAB cl • n ,, H Ta = 0 _ • TOP OF WINDOWS/DOO' $ aka__ _..m--_.......-- .--.--1• 0 _ gril `___ ^'x E . , __. __ . ___ : . TOPO T _. __. _ _ _ _ ... _. = _ ._�= h W Y' (yi o Py t D-0' _ 1 - • _ _ _ — _ _ s -� - - - �- - - - - - - ... - : - - -TOPQF FIRST FINISH FLOOR Y .-r 0'0- `z. Z r • CROWN OF ROAD I — ��-- - - _ _ - --�- - - - - -a o 00 Proposed East Elevation Z4 : Scale: 1/4=1-0' TOP OF PARAPET di i � _ I 37-10' V a O 1 I - - - - TOP OF ROOF@EA 0 1 31'E S ❑ �� I f _, - - — --__ -TOP OFVANDOWS/DOORS 0 �4 I: d FLORIDA =ENSURE c 4.1 g GI - - - - - - - - - - - - - - - -_�._ TOP OF FLOOR BEAM AA26001517 1 1B26001M55 Z g E 21'•4 ISES c - _TOP OFWINDOWSIOODRS a DFCONQSISR: 14-017 'i - J 18-r Y g RIBS © P © = DRAWNBY: 75/GST 0 _ �, 0 �����\ I 01 SU8MII7'AIS MEM 0IDSIDRLC BOARD 11A314 .-- •' /��' SUBMITTAL —�=I 71 IQ - — '- . _TOP OF SECOND FLOOR BEAM I n _ •'s ✓ �-..r.. - -_ -- - - _TOP OF WINDOWS(DOO RS 1 8. ,.., — QTACCOMMEN1 . 1 04.07.15 -- - - - -- - - - - - - - - - - - _ I @ �", III - - - _--,,._ Is? OR OF FIRST FINISH Ft O • a 0 o,- pi 0 •-EQ-- I CROWN OF ROAD pi, ' V Et Proposed South Elevation 3 Scale: 1/4=1' e EXTERIOR PAINT COLORS ELEVATION NOTES z E !MN w MET ALROOF(coIDR GAWAIDMq O WALL COLOR:SW 7005 PURE MITE 2 WPACTRFSSTANTWINDOA9v/ALUMINUM FRAMES(FRAMECOLOR ANOOZED ALUMINUM)PRCMDESHOPDRAWNG4 © JAKOBSTAINLES.SSTEELCABIZINSTALLPERMANUFACTURESPECS E WPACTRESISTANiDOORACSFMwY(FRAYECOLOR:ANOOIZEAWYUIWq SO Th AND U Y PoR MCHfTECTS RENEW MOAPPROVAL RMDIGMDANDOWFRAME COLOR: CLEAR CLASS SLD.^.K.PROVIDE SAMPLEFORARCHRECTS REYIEW AHD APPROVAL PROR TOORI.RR.L,ATEIOR4GREALOI2RE EAST 2 ANODIL�D ALUMINUM � RFPIA.^E Evsrwc cGASs aDCKw NEW0.FM c1As5 B:DCK � HORDDNTALSd HIGH AWYUIUY RAILING SYSTEM.PROVIDE&COPt1YYMu^^PoCtARCly7FLTCRENEWANDAPPROVAL © p<.tyECIED EYEaRars,FOR sum:.EYEsaDM¢REPAutAxnNmPaNr p OA000Nr CO LOW SW 7015 REPOSE GRAY © RUSH PANEL WI.GARAGED&WITH A.TER APPLIED TRW-PROVIDE SHOP MGR FORARCHITECTS REVLONiAPPROVAL j 2{NAR� U INUMLOLPPROVA WI6(COLORANODIZEDALUMINUM)ONTOP ET OFMASONRYPARAPWALLPROVIDESHOPDNCS. EELEVAT[ONimmi a PoR CXRECTS REVIEW iA 06d HIGH PARAPET WALL W SMOOTH STUCCO FINISH ❑D ALUMINUM GATE REFER TO SITE RAN FOR SZE PROVIDE SHOP DRAWINGS FOR ARCHITECTS REVIEW AND APPROVAL 2 FOR HIGH LUMINUM ISREVR3Y8ED C(COLOR:N:ODLTED AL/NAHUM:ON TOP OF MASONRY PARAPET WCL.PRONDE SHOP DACE ® le WIDE ALUMINUM LOWERED SHUTTER BY SOUTH FLORIDAALWQCUL PRO"'SHIN'DRANMI:S FORARCHITECTSREVIDN 4 ANDAPPROVAL = QE RMoorH STUCCO FINISH ON MASONRYWALL © DECORATIVE LIGHTFlKTURE PROVIDE SPEC FOR ARCHITECTS REVIEW SAPPROVAL El NOT USED //� 4 FASTING LOUVERS TO BE RERNISHEDANO RESTORED_ a C HIGHADAINUM UN W R R NUMBERS ON ACONTRASTG BACKGROUND(COLOR:ANODIZED ALUMINUM)UNDER SEPARATE PEHWT ID MAANRY PLANTER,2f A67VEMu'x4TGRADE. A 3�LI i F RICHARD JONES4.1 71 k c ■ ■ II r-I, a 1 . 4) r 1 t . I h� ARCFIITECPURE , 1— Porch -- - - 1s{Rsd ' I I i l I CLO HT:MST. C aTw )I I I I I LOWLIASGNRY - 1111 r I i 1 1 1 1 1 v+ALL"IGATE. 4 D.<1 105E FBtbTAYEM1sIeJoSra: `^u o 0 0 r F AA26c01617 I tttTaoolass L G 0'-OO 4e REF. ---- RANGE Foyer Kitchen -- =---- 11'1 ----- ) 0 FFC iS TOW 1 1•T x iTd 1 T 4 MO ITI:MST. aLlfi:MST. ` �+ —'� WWW.RIARC181EZnRiECOM . • MC ETNX B Breezeway \ I L'N \ I 4.1 mart ,P{xC-,P Z &L CIL HI:ttl-0' ` / ` / i P Pad .___n `u1 ---- I\ / \ / i rL eLG Hr�wsr. SHWR. I \ I H 1. x tt rrrYYY ' Ell 8 \ / 2-Car Garage SWUM V V [�1w a�a ' Bunk Rm. IPd x t-1 v`ti • o Pds11-1P .../. ctn HP EMT. Dining Room Living Room Pool ~ W .Yi y Cl1i 1T7`Tous. Ci6 xr1FJZ�{f. UNDERs 1lP�wATE a, �q rj - evmr t� > a w oa (2t BUNKS 7 a' ���JJJ... V = • BULT-IN6 MOWERS) 0 (�z�j IX DO G MY OTHERS)�� -� ,...,A C7,jyl 9 CCFT c k L_ N Ih\�..:\�� D9a,w,N v< z - 0 G Y C A 4 Unit A Ground Floor Plan a Scale: 1I4=rat^ FLORIDA L CENS s r/' R lit 4 �''' C A x1 p---j Dal q I_7. Balcor- =-11I aa26o01617 I ttlzsmloss C R tCOMMISSIONm7 Z g . C W.I.C. ��� c.o.. O CN -- v Irk � I COMMISSION 1iA730 a " DESIGNER:ovsr. DRAWNBY: =St —. RIIfr� �-- .� PLAN RSVIl:W: Rt o __ __ __ __ — .—. _ _ soBMCCrAL4. HI\\**----1 . 7 I I I S['ORIC BOARD 11.03.14 4 I SOBMiTfAL c B IC - — — -- -Terrace; — — — — • Bedroom 3 k._.9 Master Bedroom — ^ — —1""`g-1C.'— — — — . pe r x i0612 S 1T1•s D7S 1:C1 6 — CLO I,7:EA^t yfx aolrr.EJBST. — — - ^ --- — — IS x>. v+G - \— .—I — _- ..- _ - REVt9OOm Flat Roof Area 6 X DQ Kr1 W.i.C.• 0SSPS***:.:.-'71.1=1 I T:Dam FM - 4 I I Bedroom 2 I L \ X 2 1P-Ss1Y-1P ] CLG HT:FAST. a V, Bath Bath P-7'x S{ Iva.s{ CM HT: CLG Mt EXIST. oast M U i • Q AREACALCULATION MTA n:;:::�•� •••�����: FIRSTFtOORAA: 1y211SO.FT GARAGE 434 SOFT. E .ARGED O 82CNCFLoOR AC 13CO SOFT. BREEMART 11.0 MET. VNr PLAN PORCH 121 SOFT. n • Unit A Second Floor Plan TOTAL AC AREA 2.GS SCFT BALCONY - 121 SOFT. C Scale: 1/4"=1'-0" 71EveAa: 1e3 BOST. A-4 a c. TOTAL AREA 3.:m SOFT. PRICHARD JONES h iiiii E ■■ F _J ....1_ _L, li r -1 ARCHITECTURE I_ Balcon • 1r� I � I � IIIII � I � I � I � I � 1 � --� �..� 4 yII' I Y 561T1/Y1i6 1 Y 361.2749166 I Rsol�er Jec I -i AA26031617 1 D324031056 11---F— —t—T—I-—I— — I (I) i II I I I I I I Li. W.I.C. rdiP.T CLG HT:Pa i TYWW e,.9 1 I I I I I Master Bedroom —J g I I 1Pa a IN-UT --- I I 4 III I I CLG 11T:Pa — raGreat Room 411 i 2x3va I I ClG HP.Pa y kF IFill — I I P I Loft C1G NO P-7' rdx 0-7- I1 I 1 ctGH T.Pa H - I L ci 0 cv x t II c=3 • _ F, 7I 0 G . . . ¢U ,a o € /\y / a7R467a u Q. Q 8 V t _7 1 > OF Master Bath n 2 H • 2 A AJ CIGHr.Pa ® O rt—�T A W�4 a0 g w VToNN .Qt z 0 >: 1 W [7a a V o asp.4 O 1-1 fx wD� �w °° e 014 m �"y CLG Masan a V A 0.7.1. k m I I RAHGE BTACICo �['Oo 0 11 Closet Ip--.1 ONO ilaor.s ON O O I I c I I I I; p 9 yys'ss L Foyer PartP� LLl I SfOf. -- n wa I — �• c1G Hraa FLORIDA LICIIiSURE a _ Bath ® r' I 11 II ���� I PSYPa o �`i�� aGNr.P-T Bedroom Ba . Roof Top I '�` O aHwa I tcsxl3a a.iP' I O b-.I b Oa HT:Pa Cif.NO Pa W Equipment can I i� d O vm . yy SEAT aKWR' ; topi La' J P r---I ` SEAT Covered A t CIOSet - Entry - 11 AA2b001617 1 H3260.71056 r�C ` COM�93.40N Y 14-017 E R t Storage / 1 DRAVSOB RIDS L I DRAWNBY: RIDS Z '4 e-j n I 1 PLM0REVmW Ill 0 a It? I Bath ss:Ps�. Bedroom 3 SUBMITTALS: i. . ciG HT:POI— ,Gs'ava t a N.N. I tTla 1 4 ,1 HISTORIcBMRD 11.03.14 k CIO NM Pa I 1 6®14ITTAL• 1-Car Garage ° C TUB ..a I WP47x2II8 1 claim,, I I 1 i ,� L-- ` Ri a --.• I�f��I I I I a a tas 31T N N 1— -L 1 i, BE,IISiCO•LS TA—c.o 13rIS i O4.07.15 e 1 Unit B Third Floor Plan Unit B Second Floor Plan Unit B Ground Floor Plan 4 Scale:1/4=1'-0" Scale: 1/4'=1'-0" Scale: 1/4'----7'-0" g % • A AREA CALCULATION FIRST FLOOR NC MI EOMGARAGE 354 scut - 4 SECOND FLCOR ANC 1.t84 saFi ENTRY 355OFT. ENLARGEDUNIT B - (i) S WIRD FLOOR AC 4Q SGFT. REM BACORY 48 EGFT. j UNIT i FRONTSALCONY a SGF7. ) PLAN 1:71 I TOTAL NCARFA 2.47 SCF ER T: ROOF TRA= 237 SOFT. j 4 EGUU'YENTAREA 215 SOFT. ' l . y A-5 - • ToTAL AREA 0 . t FRICHARD JONES ia : 44 r 3 L 1 L 1 ARCHITECTURE ;IILL_ I I Bala)• G • T I 1 I� I e 1 T��� 10 2AYBZAAVENUE!SVRE 100 Y 7—Li t_I—�-- EMI ; r----� T19BFMGF]11[ID�uDW I 1 I I�i — AA16001617 I M 26001056 I I i I -----1--± —H T 1 • z 1 1 1 1 1 1 1 1 1 1 1 1 eta an I 0�' ,J� 1 1 1 L I 1 I I ... r I 1 I I L L---_ Master Bedroom I I W I I tGHT:1 0 G 1./.Room o I I II ( _ eu;Hrffa- zra.ma I r--- GM NM SAP 1 I I T io Loft Htva 1G Irl:ffa' - I 111 I W.I.C. v C1 MG Kt VG. 1 Ic i____IIl I� i w a a 3) da � a "' €' _1 ` j ® O G wo iTRg73T �WVIE, our 1 aMaster Bath W>4 Fn 0 • ili GM HU PG. DBL is... O,� oD 'WI r - Kitchen Q� �� 1 I/\I EHNR. F- `.1,- � CIG Hi:ffd 3 I1 mom __ ! _ 1 RAN` _ co z 1 I Ib __ oo� __ ❑ veo Goset I i __' r j o DR j O Li DR Smr. I I I iTR�ST yI IPowder ----...) Bath/• 1 p G �II ® _____ 11J eta-iv Fover � °p OIG HDffo` t7ARIDA I.iCFNM:RE ECUR ffa:ff? I /i!� I 11 1 11 >c�rrre•-T' ��-j) Bedroom2 ' w iSHwR. k...___-r) 1v-2'f tTS b I I _ I / :H,ffd� 4,1DIG N7:ffdcvn Roof TopsEAr II ® IEquipment O ^ g i- .i i.f►•.� SEAT - r �l- G ��D t I ` Covered ° _ / 1 Entry AA26021617 I ffiWOto56 c - Zloset I ` COMMISSION I 14-017 zr—r= 1 ` Storage T DRS1O1 ants DRAWN BY: =SI 0 ®� I \ 4 PLAN RI Z i. I I a tq b Bath P.— Bedroom 3 _saxffs --_ I I \ e sueral7•Als 1vr:tv� MG HT:ffa Do Hi:ffd I_ Ira. 1 > 6�' a STJBMIEMTORICBOARD 11.03.16 h 1 SUBnanar. I1-CarGarage ° ° TDB ) / 12dt Fd DIG HDffd — I� 4� L——_ e I 1 I-7- 1 T I -- Balc H I I o I I wr.s.., — 1 I, ° i r i i l 1 + II J QREVISIONS: 1 COMMENTS E 04.07.15 ° . Unit C Third Floor Plan Unit C Second Floor Plan Unit C Ground Floor Plan i. Scale: 1/4"1'-0" Scale: 1/4'=1'-0" - Scale: 1/4"=1'-0" e . A i i • ° A[ AREA CALCULATION F1SsT FLOOR NO MG SCUT. GARAGE SSPSO.sr. 7�7}�}.0 C SECOND FLOOR NO 1.1S1 BOUT. ENTRY SSBCFT. UNIT ENLARGED ° ;‘ TNIRD FLOOR/VG MBOUT REM WIDOW 4eeQFr. e FRONT BzLCONY a Batt UNIT PLAN ' I TOTAL NC AREA 7d87 BOUT. ROOF TERRACE 2376OFT EODRRENTMEA 218 SOFT. , • I- A-6 ,01R.L MEA s,.18 BOUT. / o P . RICHARDJONES k 4.10 full ARCHITECTURE f: ¢ i IGGEFIDi7CII.FL IZA 33444 4 D334AY 8FAGt1.FILD.IDA 31N1 L V 36127191f6 I F]6L4{91% AA26001617 I D326031056 01 L 1.44. 2 4 H i $TOP OF PARAPET q H' hh 3Z 7P I -- O , 1 I $ 3103 FROOF BFAM_— .. — _ — - - - - _ O N 4 b — — — — — — — - - - - .. - - - Lx ash VI U g� i w �'Y ORSm I &= THIRD FLOOR C7 Z z ¢'z / I.i BALCONY ,_. ¢ 1 i T A z {L. h TOP OF THIRD OOR BEAM— — — — - I I' 4 • g. n m a 4 b Z. BALCONY =_ ro i SECOND FLOOR ¢ FiARmA =rcxcTmr 0 o I w U > IdI e i p1is, TOP OF SECOND FLOOR HEIM a . 41 ; 6Y IU AA26001617I ID26001056 a r+.. / w COM:D=10 I I 14-017 Z 1.: b ,�p'� L. ` DESIGNFDESIGNER: RllJS ti� Asa i GARAGE • ? FIRST FLOOR DRAWNBY: ISIGSI' a j V PLAN REVIEW: RI0 ; 1.1 ZTOP OF FlRST FINISH FLOOR _ SUB�ICSa _ .�.,::.i-.--:w`T.,..,,+=i:,,..r�.-.a.e.�:., cry.•>-�:m,,ri �_.-,..i: .,:,mac -art:+:.+_vi SUBLETTAL BOARD I1A71� —� r`.,;r�� ,....�.-..:�..,,—,._.. z— ,. may IIlifll I I lI i i GROWOFROAD — — • .I.R11=6 : I IL11F 9'I E I 1111E 1(L111.Ir�f11f-J - iTC�l1� 1-,1,11 LP -t1=�'- 0 g ¢ Ground Plane Projection/Building Section REVLSICDM ti Scale: 1/4"-1'-O" o Zi 0 iNOTE:POST SYMBOLS ON BUILDING FOR LIGHT FRAME TRUSS TYPE CONSTRUCTION ' l O r� I GROUND r PLANE 1 PROJECTION H A-7 RICHARD JONES , c !i. - ■ P ■ • ARCHITECTURE H ° x 101LE.FIRST AVENUE ISIRIF.03//''''��053.11 DRAYBEAQI FLA Bf14 IJSSY3L V 361274311Y I F 36127U196 C S.E.1ST STREET — _ — — ` — AAM00161TI1ffiL401036 c. 1 I vrww.amacamicruazow 0 .. 1' .44 . ----- (:-; tn i?r`ye♦�ItI` r IrI� `r r• t ♦ i e?irt♦,y tl�.r rlt�V i e eI,W H G �S,ti eI, a ,t4•et ei' ti?ieO.� it ,t??`Otrrit ► t ♦ ?it 4�► "�,.jteOlre?I,e�e� t„e�► p�t♦� iY�:t��♦ I�?I♦MIr * 4e.4v t ♦,.te4. ?�r ',�,r�� ♦It � rr,r di�tS ♦ ir�ei,�r ' ,•, oe` rr�` a o N ?`°4. ir'' �t'Ot?isr Iry`i�t4' —ee'♦i r r `•t tr`♦♦,.St? t, .�ri�6�it t4. �� Ir .'``,'��♦'�t` ��*t�CS���♦,.`Ii,t�I i�I� O'�°e♦eit` `•`'`i?tr �H/' r. ♦s.'s t�♦ 1Q x 'r "a' k� r..�4/0 t ri t�P7"tlttl ��.:�t.I,4'�� 'c r� ���rl s`I, F 4,e?I,.�.``ti�.♦e e d U vi o t e`etl tl,j�` t�I,A 'tld� II �``!, r�j �.*iV H W a4 2 t�Ie�eI NtI4.j4'I 3 II►� yII `I 1 1! y p c` ��'y..`�O • t� v) Mtil?�?i�'et 1' �t -'lei t It• '?it♦itlr`'� o�'¢ ,4jetrit,tt4. -' �. e_ `rek---♦I I ——— ?ei tie''?r X o o 0 I ?p,`♦eI, IH �- �_ :,.,.1. .. a _ r .y?It��Ilte4e`♦�yt o z z ILI ti eI eeN eetl,. e 1`I , • , �+'IwIOIrj•s`I, 0 I` 4.i�e ,,, 4 �??.� 0 r ���t:o \ l \ l �r°�I�{`i A z k A:V*4r 1 El I- vi ui ��♦e�?�'eirt4ri• �'I�, •1 1� tt,It�i�cj��♦ �IHS�yN�e`�s`► a -.0 I4440�I, ` . 4- .:e...•.,w..e A..e.,,, . ryes♦wr�Ie%IIG ? '?rI tI I I nx 11 • 11 �NI 4I I; Jli AAI6001617 ]87b001056 iimni 2 $ j (� I --I II�'IIIIIIIII f X c am+ 14-017 c r� Z >1 II >- •—�i ee,� DESIGNER: lrrr>s L — — DRAR?IBY: ISIGST -- I KV: _--4 *1 1'LAN121YEro W: RI0 L l: isYsa i�j lk • .Q lib of I e SUBMITTALS` . Vet HISTORIC BOARD 11.03.14 SUBMITTAL �� SPA7 .S46LFT. �y y�I��OIp�ei ` `I�4eyt•ei`i,!�N?�4:�`` ► d I' , e .SI i `� r i40 4' Ie ??♦� `44 , `1►�.,4.��0 C'''4�eI,�044 _ fir ,ii 1 ,�♦♦' _I,. tlt,.4!7��!��ejji=��'r ��` e��I,eiO� tl�.,r? ? .�. �e�s,'e Ier A e ,t� �t 4'Ie`i `7'iI?,eee♦ 414 eI eei r`-414"4.,-Arl�tele$4" ♦et tI'-eI<`e`I"'�I4• tjt�♦`''`♦t` LEGEND o �, �I°tl,. ,�te�• `e!♦,' ? e' e�et,`tie,��`el �i�'eSe ,i.4 SeI "`e1lt''4 I�,�„ / _ **4e'�♦ `tea` 5..� i'.� AVNw.As. �� LOT COVERAGE 4,251 SOFT.=34.6% RET 1 c COMMENTS x+oPa;TY1rrE Q 04.07.15 ° s OPEN SPACE=5,242 SOFT.=42.7% k ° Lot Coverage And Open Space Diagram ,.04 Scale: V=10 c 1 r 1 LOT COVERAGE r &OPEN SPACE o DIAGRAM A-8 L LEGEND: I. - m s NORTH BASIN TH-A --- > ._.,,_ _ � - PROPERTY UNE DENOTES AREA OF PROPOSED -I_:W _ t Z I • _1 ASPHALT Rt51URATIDN; MILUNG& .__� _ _ _ -:T�_-E Atlantic AVe' - _t QRESURFACING ' "R:-- r SECTION IDENTIFIER s :•: _t o DRAINAGE CALCULATIONS: Mil, I �" •-t_' s:,-r:r.s� 4:Fy.:.W PLAN PAGE DETAIL PAGE PROPOSED CATCH BASIN :I ,i..t. GNElt TOTAL arm AREA 5644 sf :{ p .. is-: IMPERVpUS AREA 2<52 sf 442% HOPE HIGH-DENSITY POLYETHYLENE PIPE '•i( .' �S1te c - -t • }�� .0 iit:t'• _ IAi+mu Drh•••tt..•. 2'i PERVIOUS AREA 2497 sf 442% PROPOSED ELEVATION E.. .-, _ NYLD-1 STRUCTURE NUMBER Y -1•"-''•:,''.: _ - '1 b REVUIFtED STORAGE;LOVER TOTAL SITE AREA OR 23OVER IMPERVIOUS AREA(IF DIRECTION OF FLOW 6.00 RIM ELEVATION i • �.u-... ! -- �v ,x•=- SITE IS OVER 4E%MPERVIOUS.USE 2.6'OVER IMPERVIOUS) �A] EXISTING ELEVATION 3.5D INVERT ELEVATION B F _ .+. T PROPOSED WATER METER -Au sE2,st Io.4=A,c : 6 P�, USDA SCS RUNOFF EQUATION: A= 5644 sf DENOTES AREA BRICKOF PROPOSED E PAVERS I-, _ - rAe+,Tru' --<`�g PERMFANI r 0 EXISTING MANHOLE _ � g Q=RUNOFF= 0•-0.2S)2/(P+0.5S) = DENOTES AREA OF ASPHALT C.O. SANITARY SEY7c72 CLEANOUT y-It'•:I N+ua+u`� B P-ACCUMULATED RAINFALL DRIVEWAY TO BE REMOVED Fc'Fx' S _ = 1 toSINGLE SANITARY SERVICE WITH :E 1,au .' s[_.a st - a,y, - Ia•,.- DENOTES AREA OF PROPOSED i CLEANOUT `•'7 CONCRETE SIDEWALK g Z S. SOLLSTORAGE•%PERV7JUS LOCATION MAP AVERAGE PERVIOUS ELEVATOR = 7 6 = 0 c w WATER TABLE ELEVATION 5 q y EXIST SAN N.T.S. DEPTH TO WATER TABLE _ q q SEWER MAIN z CUMULATIVE WATER STORAGE WITHIN SOIL = 10.9 H ' STORAGE PER SFWMO BASIS OF REVIEW SAN 25%REDUCTION = A175 m -SA61 SAN = 4.57 In E�No1 I AR c --SAN--SAN ^ SAN-SAN-SAN-SAN-SAN-SAN-LAN-SAN ig a: NOTE:F01S 15>OR=P•TIfEEIQ=0 _- ¢TOPAIOM+ Vaaaut• / EXIST I2 SAN O r o wr a zsn• V� D7S= aet < 1.10 - __L__tc - _ __ram_ S.E. 1ST STREET -FORCE:VAIN_ (s11NEss) ,1) g 1a FM O= 0.01 W M APPROX LOCATION D�O5T §-FM -FM-FM-FM FM _-.FM I pr . ��a 0¢ = A710N+s a G'rNFRAL NOTES: �' bl SEWER SERVICE-INSTALL EXIST 16' MATCH EXIST oz VOLUME REQl9RElY _ EXIST 24•RCP CLEANOUT AT PROPERTY I WATERMAIN E1=6.3-65 _SEE DETAIL SHEET 4 1. ALL ROOF DRAINAGE TO BE COLLECTED V=A•Q712 = 3S d -WIR FIR-WR2-y�R-W(R___Y��VITR-WTR-W1R- I WiR _5'PR a. ' • THRU GUTTERS AND/OR ROOF DRAINS AND • [ .T van -- -WTR 9D' y�T CONNECTED TO UNDERGROUND DRAINAGE 57'5ILM --S -STM- TM STM el--yr SA,f 6R1 -• ..a ., _ ,n:' NA RODE DRAW LEADERS PROVIDED VOLUME FROMM CONTRACTOR TO CONFIRM •• _` COST WATER METER• It/RpN6 2. CONTRACTOR TO FIELD VERIFY EXACT V=4wsrn PERMEA6LE PAVERS=<50.04c VOID RATIO•ta't2•=t50 c1 ra E+7.2s TO REMAIN 6•THICK 9DEWALK FOR EIBER cPK SABLE LOCATION,97E,AND DEPTH OF ALL EXISTING UHW-vnw bns. • , 0Po P A v E o REPORT ANY DISCREPANCIES TO IONENV ANDOESCN g .�'-� UTIUTIES AT LIME OF CONSTRUCTION I N i w I 115.50' �'1&O' .1- , ASSOCIATES.INC O r, j 7'0 f -- 3,1ItI OPOSED IMMENTSBUILDINGS• . _ •• � ORD OF CONTION CN BE d PL OR WITHINWATERSEWER OR DRASEMENTS, SS APPROVED BY• THF D11RAY an ENGINEER.• WITHIN A HNT/SiL DISTANCE OF i!!: •• OM ANY EG OR POPOSED• ER OR DR ELRAY BE UNLESS'"! I. .. ®' 66 • BY THE pTY OF OETRAY BEACH 07Y J • !:' I 5. NOTE: ANY TREES OR SHRUBS PLACED I Qi f •. - - I N1THW WATER.SEWER OR DRAINAGE EASEMENTS I A N W 5,0',.EDITION _sr+ ) THEY SHALL CONFORM TO THE CITY OF DELRAY I r, M SOUTH BASIN TH-B -/"'L P -I5':RCP. o I • OVALLYANOL NDSC•PWCt•IS OBE,2. s-•••s & TH-C PPPSOPO ED TER 1 I I I ® QED 9.0() D PLACED OVER EXFlLTRAnON TRENCHES ' U? DRAINAGE CALCULATIONS: I -,.;P- sEe I EXIST FF EL , Z • rs----n- 6. ALL SIDEWALKS TO BE CONSTRUCTED W • EXIST 12• i -D All.SH= 4 I a `7T1 I ACCORDANCE WITH ADA REQUIREMENTS.ALL rr •'"( Cl= 9.0 NGVD D AND 1:• KS NOT TO EXCEED 1:48 CROSS-SLOPE <4 WATERMAw ti • WEN: TOTAL SEES AREA 66t9 of �' - O I .I - I I AND 1:2D RUNNING SLOPES. ALL RAMPS NOT �'12 pi O O W IMPERVIOUS AREA 52<7W 79.3% W F I to �.=tR -� 0 I RUNNTO ING COPES WITOFt MAXIMUM RISEE AND 1•AND RUNS PERVIOUS AREA 13rz sT 257% :: I .._. sEP,.RAre PER ED. IREMEN75 WITH RAIUNCS WHERE H REQUIRED STORAGE Y OVER TOTAL SITE AREA OR ZS OVER IMPERVIOUS AREA(IF Lr - - = TRENCH PEi lYf RIM CH DRAIN NEEDED_ LANDINGS OF 1:48 CROSS-AND SIZE IS OVER 4D%WPERVK)115,USE 2s OVER IMPERVIOUS) 3 0 I c+.. I RUNNING-SLOPES ARE TO BE PROVIDED AT USDA SCS RUNOFF EQl1ATlOEt ) wag L� T.n �•+•I.. -• w�w wm ,'�..'" ( -__ �' ..•. 4 = N TOPS AND BOTTOMS OF ALL RAMPS. a 1 i i i i 4 _ Y 7- CITY OF DELRAY BEACH UTILITY DIVISION •0 �r _ I.: • . -,-: : at 00 MUST BE CONTACTED AT LEAST 48 HOURS V2 gn" < %.� _..IV 3, _ - - _ -I O 11.1 I a; % PRIOR TO ANY SHUT-DOWN AND/OR REMOVAL Z,D EED Q-RUNOFF=(P-a.26J2/(P+D.85) z -I.I• I ),' I ��i FF EL = 1' ••I 4 E2 m OF EXISTING WATER MAW OR SANITARY SEWER p • -,I i I M UNFS AT 561-243-7372 C V=`on oa• - - J 13,< -t3R POOL DECK AREA p a I tuaz u••o' l�ij $ F m zr`v P=ACCUMULATED RAINFALL ATC)t V' 1&0' 800 DRAW BY OTHERS 8.75 NGVD �' ur+o6rR O 8. THE COSTING SANITARY SEWER UNE MUST rn to o f x '� Iu ENS ,.�1 .. , �-' ,.,. I SEPARATE BE TELEVISED PRIOR TO AND AFTER ANY m.m> r5.=4 Ia= 1.98 z =f7,0 • •4 • I`.1 • s t0'z10'SIGMA;. TRENCH DRAIN i' Pair) Ec r SANITARY SEWER SERVICE CONNECTION, (225 z gm a • REMOVAL AND/OR ABANDONMENT. O >. S•SOIL STORAGE•%PERVIOUS - .V1S1891TY H-B RIM EL=825 I� IL-1 / 2 o AVERAGE PERVIOUS ELEVATION = T q - : - I:2.; TRIANGLES_.-• _ 8.00 - - >N: <- WATER TABLE ELEVATION I - _>` - •-! - __. _-�1_ _.-- .. __. _._ _ _ _ ' sa _ rJ1 ,. 0 L•• ::-.-- 1 L U I r �� TBD (Pr' '7"$� n OEPIH TO WATER TABLE 42 .I. .•/•- "II,-�^• ..' _• _ a k31.1 CUMULATIVE WATER STORAGE WRHW SOd toS in - - -:, ,,,,�Ili STORAGE PER SFWL40 BASIS OF REVIEW o 1 .���• 1 2 6 BLOCK lit 25%REDUCTIOR 8.175 la ST.sAN II : FF EL = I tv p POOL DECK AREA ` F c-, = 1.69In I MAIN Vt,.; .1 18,0.. !!I •_ f3S `: F6.00 CS) I, a �' 191 DRAW BY OTHERS Q� \[/ [:7 6`a •a „I;L:: I:- 8.75 NGVD �i SSAM,E V ' < " NOTE Fo256>OR=P,TF¢NO=O a 025= 0.34 < L1M • i.5,`•1--. II 15LF 1Y HOPE • trAig..1" ^ ao^ V_ l �I. , - t2'RETAINING \�/- =oar - Q= 0.B1 m ATED- - . . t .,•, . � TRENCH DRAIN 1-- "- WALL AS NEEDED W�m.. INATE WITH -t ' I 'I ill r r■ RIM f1=B.25 •ji-!1.t -BY OTHERS `o u VOLUME REQWRER L •. - • �' .��- f - ■■■■ 1__ __ - .. ._ I Know wt>aYs below. z " v=A o u = 4461 d yTq'_1 _ _ I w� ® = - q. Call before you dig. 6h 5 0 ` •-. z •.''�. I 6.50. • r .C.g. t I - I• 2 CALL 48 HOURS BEFORE YOU DIG. 4a VOLUME PROVIDER F. EXLST • _ ltak Q1 4.50 .._ r 8,p DRAWN: •1=t7_Q :'�I _ sn-.su-sv sv -sn m-Stu-sat-M-sn-L___._w- 4.95 IT'S THE IJ�W a V-12COsf.n PERMEABLE PAVERS=1200.0.05 VOID PATIO'1i17Z'_<60 U I O ■�,.. �„ 1 -. -_......,Et• s 4 SUNSHINE STATE ONE CALL OF FLORIDA,WO J.A.P - • �' s -u 1 800 432 477 M.T.S. i WER ttvvvyyjjj����� CHECKED: CONTRACTOR.TO C I= " 1 .50 +4.4 F 6'THICK SIDEWALK OR PAYED PROPOSED RVI 1H CIFAHDJT GOLF 12'HOPE ±2'RETAINING RED BO MAtarry SCALE: 1" = 10' DATE: DRIVEWAY Br INSTALLED AT PROPERTY O 0.5X WALL AS NEEDED 1 -SEE DETAIL SHEET 4 -BY OTHERS _ to m 4/07/15 y ' zao' + +T,t JOB NO.}} C VOICE �S 5 15 PROPOSED WATER 14077-ENG • Nclttt W/eACKFLOW AREA LABLED AS NOT INCLUDED IN PLAT BOOK 11.PAGE 4 I I C.;cmrRaalr mts er ENYRmE9O1 ASSOaAtR,OM. -SEE 7115 9RAtWG(s 1WTAOED FOR ItG WSOWEDM CRYADAL PURPOSES WLT, SHEET N0. v • . MUMS SOWED O VALID EIT A RECSIFRm PR F®ORAL S DETAIL SHEET 4 EN RD IIMENTIND EkVRumw ASSOCIATES.Nc 1 OF 5 ' . • • • s . • CLEAN AND GRADE TIP.NO.84 AGGREGATE IN OPENINGS IINLESs EDCE I,/`2- .r. MAX DFNSTY PER LiePFR R.sonn rnx 2.N0.4 BAR PLACED RADItNs Ill AA9HT0 T - • EM PAVEWiT SIDE 24• PERMEABLE CONCRETE PAVERS MIN.3 1/6"THICK /4 LINE 7'/•/v'V v v v•i•i•.:� 4. 9LEACE I ,r I IT SERFAGE u DO' R/W P.T. - ��lL If ■ .A_ SECTION vy',NE A CRETE POt`SELTW 340. �� 3/4.._ ammo MORTAR TO CURB/EDGE RESTRAINT . I'S�-0'•{ l YEWS.STD. - 6 . �+- CURB 70 BE 6'WIDE X 8'DEEP I VAREs VAR E5 I ■ 3CcO PSI INN. i/////%% i/ ir.. ABM1fQD 5 SWMNW L 71•'12' II'or,7 5 I t• \,,INR U IT IT suBIRADE ' ! y..I = �1�L.J..�i SoD 1` .311P'� OPTIONAL REBAR PLACED r BELOW SURFACE • P.C.A CONCRETE VALLEY GUTTERR. • •�`- ..�a+ Q00• -010• RAMP , TYPE'A'Jf%NT NOT TO SCALE Ngiti-W 440Y: �ldiejl:�Rh :EDGING COURSE 1 1/2TO r THICK .'n y � '� PER FDDT . - - • HEADER CURB _r,„�, 1 /EAFINC SURFACE r_ \ ?Y, MEC 304 TYPE'B'JONT NOi TO SCALE �J=G1��=IJ I :I Nat = (TYP.NO.89 AGGREGATE) z -- WITH DETECTABLE PLAN 1 NOTE SA REWIRED %-Aawiv�7����I�� S --11- �-~_.-.• •. -..... �- - xARNMe SURFACE t/4• AT 10'Ex1ERs. vim' •� • • • �.'�Y 1 a 11R1a B'MM. -j) �- _yrr .•:y„ .i! 4-THICK NO.57 STONE 91B-G ADE .,...,, 1/4•R. • •.• 1/4'R. 1-1/2" Pil • „ I��I��I�A1a�I�1��► OPEN-GRADED BASE..,...::,:•.:... -.. �`-->•.• i\.- t: 6' THICK CDNf7E rC STABL=:HOLDER 55'CONCRETE - - rFH F SURFACE t�.I, I .y y. SPEW 4'ne C-THICK III 1 4 . iIft �'1�LL��1��� cC 7feAA000��6.1wIX (SD Psi Fav) ' ' ' _ INAMN0.2 STO,"lE SUBBASE k_ARNO it • AAT AY AT DN ICY. • DPAN -: el 5 • �• - MAtERW.PER SECTION GEOTEXTILE ON BOTTOM AND SIDES OF TYPE'A' 932-1.1 FI10.T.S70. •TYPE"Er - •i to �C � • � OPEN-GRADED BASE �E SIDEWALK JOINTS �1115Mnn!'".r.,SAREs %/nn3 4.R %!� =4/'/�,� mil/3 4RNDTc t.ALL SmEIUIKt 51Att BE 1101 A A DA THRU ORNEWAYS 1NC1 SUBCRADE UNCOMPACTED SOIL SUBCRADE-ZERO SLOPE _ . PAVEMENT SPECIFICATIONS a ALL SIDEWAYS%HALL:MAUDE ADA COI@U.WT RUMS 0 I TERssnDNs � = 5, WEARING sIRFACE I 1/r TYPE 5-111(2 UF75)at 1-1/2'TYPE 5-1 2.ALL SUL-WALKS SHALL MCLuDE CROSS sDFE AND wL1MNG stun M 51BCRADE NOTE:WITH USED ON HIGH SDE Cr ROADWAYS, NOTE: PERMEABLE PAVERS TO BE INSTALLED IN ACCORDANCE ss ACCORDANCE NM ADA RECURS/Ms,ADA 00APtiANT RAMPS 0 CNERSOGT1SNS CROSS SDPE OF THE GUTTER SHALL MATCH "� . 4.CURB RAW DETECTALE WARNMO SURFACE SHALL EXTEND THE FLU.1W07H THE CROSS SLOPE Cr THE ADJACENT WITH THE INTERLOCKING CONCRETE PAVEMENT INSTINDCPI) "4' 8'USEROOC OR IT CRUSHED CIR 4.4.E COI- OF THE RAMP AND 24'DEEP FAO.T:TYPE 7 PAVFAIFN.AND THE 7140CMS OF THE PERMEABLE INTERLOCKING CONCRETE PAYMENTS STANDARDS. ^ s_ BASE PAINED TO 98K MAX,SEAMY PER AASHT0 1-ION. UP SHALE.BE 5 NM. Ca PRAM&TACK COAT PER FOOT SECTION 3CO. TABLE OF SIDEWALK :1 W Zp PSi P�AND THICKNESS-'T- TABLE OF SIDEWALK JOINTS CONCRETE CURB Faa•T•TYPE'F' PERMEABLE PAVER SECTION ' >`lr STABLRF)D • RESDENTIAL AREAS 4' TYPE LOCATION poi o1. SUBCRAOE CONTACTS)TO 9BX MAX.DENSITY PERNOT To SCALE CONCRETE AA9O 0. 1KMM 0 T-1B 10 REET OF CROSS-515, 5',9' P.C.AND P.T.OF CuRVE5 NOT TO SCALE CURB AND GUTTER • AT DRIVEWA3 a OTHER AREAS GIP. 'A' JUNCTION OF E7o5LNC a • VARIATION FROM MATERIAL SPEORCARONS WWU.BE CONSIDERED TABLE OF SIDEWALK NEW 8OEWAU6 a EVERY 30' NOT TOSCALE • OH A CAVE BY CASE BASS BY THE OTT ENGINEER. WIDTHS- W. 5-0'CENTER 10[ENTER ON STABIRE SHOLLDFR 70 50 PSL FAY. SINGLE-FAM1T A EAS 5 .. T OR SAwoUT YWTMN NOTES 1.ROADWAY s1BO'ACE SHALL IN ALL CASES EXTEND MIAOW M1A71-RANGER AREAS 5 24 HOURS OF PEAONENT. 2. 1 Cr CONCRETE [INTERS SiUW,BE MADE WINN 24 HOURS TYPICAL 50' R/W SECTION WITH SWALE OTHER AREAS As s•EanED BY THE HIV =E SWAM ABUTS CRY ENGINEER 'A' CONOE R TE CURBS,DRIVEWAYS. SIDEWALK CONSTRUCTION RT 5.S�TU CURB AND GUTTER SECTIONS RT 6.1 w DETAIL RT 1.1b IPAVERs 1 INICH ADRINEwy a W T I I I 1 I OR12'MN. ^ • SAW CUi Ir SEE TIP.SLEIGH { .✓ .tea <..1 ....?�� i� KMOEWE TS GREATER P Fm NEW BASE ''..���.�•...-�•i��.-�•i''��.��•���y��j.��'ff'jj .>�,'.-:.:'::•-.' `.:' Rm p1` 2UNLF55 CMD (2-NAY) - [-1 Zj F"4 -6. AND ASPHALT JG!••JG!•• i :- :1E`-SIMS ON PEALS w W O . �. t3• . p; L al .. .: .:..:.... .. ,Kuril (3oDP.SA�L JOINT jl SDEWALK ENSINO A51'HALT&8111E TO BE RFLOM,TD. ' •• -1� D BEDDING irscoRat ` / / (4'CONS) Z FJ_R d U . it COMPACTED AIBOIME / // F4 �E SSYWAIK RAM TO 9Si TER AAMO T-1I0 r4 ]\'- M�4 <y • cil NETT OONSIRVCisee PAWMPNT men' OUTSIDE RIOR Cr WAY 4'LIMl7D0C BASE A l- is- P:1 COMPACTED 1D 982E PER AA91T0 7-100. • �, ry NOTE; BODE RIGHT AA OF WAY 60 UMER00L BASE CONTACTED TO b n WE Cl) - 7M5 YE'III00 Cr PAVEMENT JONT CULL BE USED FOR ANT' SIX PER AA91TD T-180 OR 4'FLOW-ABLE FILL(,Ofl PAL NRC) • )APPUCAIDN OR COtSTRUCTIOI WHERE PROPOSED PAVOENT AND BASE WU.BE CONNECTED 1D omen PAYE:MKT AND ROADWAY RAW (-FROADWAI� PAVOAFNT BASE. INSIDE RIGHT OF WAY I'UIEROOC BASE COMPACTED TO MN.) SAS PER AARO T-180 OR 6•FLOW-ABLE FILL(TOO PSI N.) _] S mytur oVERLAY A T�I i_.. ___-. PA 5 5 PLAN r RADIUS NOTE SIDEWALK SHALL BE CONSTRUCTED THROUGH DRIVEWAY. a A PAVEAIENr ....,E_4j4..__._'-._'_--- - • -y@N.•• I� •-'NG ig PAVER• -----` S10UED 1dW Z m -ELT _ r UNDER ONE FULL ASPHALT NO MTE1nIONAL SPA(I 1\ _ _ SPACE BETWEEN PAVERS f s yA'y', �,;`yPy�}.,'�r�.: { y BDni n swat F II CM.ASPHALT �m57ClG B'SOLDIER COu!aE a S'aS' PEDD1NC '!• C';JG'•LS:"! JG:e C8. a nn TO BE REMOVED. BASE o <h N CONCRETE BAND I'••• fn m0•5 MY OVERLAY PAVEMENT JO NI OR'F'TYPE CURB 3000 Ps r _ d o'O a GUTTER CCNT ETE ' '., r OGIPACTED C I U z ... Rola I.:.. :•:.: •.. SJOCRAOE 01 A,. THIS MEMOI Cr PAVELDAT MINT SHALL BE USED FOR ANY WAY. AASNTD T-,BO m a �' M' O APPLICATION OR CONSTRI/CmG!WERE PROPOSED PAVEMENT 4•UIIERDO5 BASE COMPACTED 10 sex PER TO BOX PER D r-� o . - NOTE: AA4110 T-,e0 Ot DE DAMPACTED TO wart OF 585 WILL BE CONNECTED TO E:ISIMG PAVEMENT. IF CITY APPROVES PAVERS TO BE USED M MU OF CONC. AASH70 CT--180 MSDE MIT OF WAY. O U'S '7T O A ' SIDEWALK PAVER SHALL BE HCILAND-STONE.45 HERRING 4'FLOW-ABLE FRL(1D0 P.S.I.MIN.) 5 OY W o BORE.RED/CHARCOAL,CUM MIX/2 C 0 B Z<u PAVEMENT JOINT DETAIL RT 7.1 • PAVER BRICK SECTION SECTIS wQ1 o0. DETAIL RT 10.1 PAVER DRIVEWAY APRON TYPICAL DETAIL RT1O.2 Ix k3 :+ F.,0 o' V e • oo il . " :fah R W m z ro ri E.> d 1 • W DRAWN: . . M.T.T. • CHECKED: I J.A.P.• • a DATE: 1/21/15 JOB NO. To 14077-DTL 7 • ©15 w4i8.ve�a PROMO) IXAFAO4E40OATES.OM T SNNAL mem=BOX,, SHEET NO, u UNLESS SKNE AND SEAEID BY A IEOSIO®PRR759CNAL ENGINEER RIPRESFIIWM OWAOUE51GN ASSOCIATES.MG 2 OF 5 % e• IA Fi J PAVING, GRADING AND DRAINAGE NOTES GENERAL NOTES 1. AU.PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY 11. ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE 1. CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE 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.a.1(MINIMUM)28 DAY - 2. COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE COMPRESSIVE STRENGTH OR GREATER WHERE NOTED ON PLANS. 2. CONTRACTOR SHALL BE RESPONaRIF FOR THE PROTECTION OF ALL 13. ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH DENSITY REQUIREMENTS AS DtiENMINED BY THE AASHTO T-1B0 CLASS I CONCRETE SHALL CONFORM WITH THE FOOT EXISTING UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE THE LOCAL UTILITY STANDARDS AND SPECIFICATIONS. SPECIFICATIONS.SUBCRADE SHALL EXTEND 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.aL(MINIMUM)28 DAYS. AND MAY NOT DEPICT ACTUAL LOCATIONS CONTRACTOR SHALL 14. THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 GUTTER.TYPE"r CURB @ GUTTER OR TYPE"D.•CURB.SUBGRADE COMPRESSIVE STRENGTH. NOTIFY AU.UTILITY COMPANIES FOR LOCATION AND DEPTH OF THEN HOURS BEFORE DIGGING FOR FIELD LOCATIONS OF UNDERGROUND SHALL BE 12 INCHES THICK COMPACTED TO 98S ACCORDING 70 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 CONT L DEVICES FOR THE DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES IN CONFORMANCE WITH SEC.8.24.E.5.1 - ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF STREETS AND HIGHWAYS.AND/OR PALM BEACH COUNTY TRAFFIC DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. o PAVEMENT.IF SUBGRADE IS REQUIRED TO BE STABWZED•THE DEPARTMENT TYPICAL T-P-10-D01,WHERE APPLICABLE 16. ALL CONSTRUCTION ACTIVITY,INCLUDING TRENCHING,IS TO BE A 2 REQUIRED BEARING VALUE DElENM T INATIONS SHALL BE MADE BY HE 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-THE 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 TD THE_CONSTRUCTION AND 5. ALL ELEVATIONS REFER TO N.G.V.D.1929.MINIMUM FINISHED FLOOR PLANTER AREAS/ISLANDS AND REPLACED WITH APPROPRIATE 0 SECTION 250 OF THE FLORA DEPARTEMENT OF TRANSPORATION COMPACTION OF THE SURCRADF ELEVATION FOR ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR PLANTING SOIL PRIOR TOT THE LANDSCAPING OF THE SITE. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. ABOVE ELEVATION TBD•(WHICH IS ABOVE THE 100-YEAR o LATEST EDITION.THE THICKNESS OF THE SHELLROCK BASE SHALL 15. INLETS AND MANHOLES-ALL INLETS AND MANHOLES SHALL BE FREQUENCY STORM). 10. 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 98X OF THE MAXIMUM DENSITY AS LATEST EDITION.AND ROADWAY AND TRAFFIC DESIGN STANDARDS, 6. SHOP DRAWINGS SHALL BE SUBMIIIEU TO THE ENGINEER FOR Z.Q DE!ERMINED BY AASHTO T-1130.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 40R CARBONATES OF CALCIUM AND MAGNESIUM IN-THE APPUCA F THE ENGINEER OR BY THE APPROPRIATE GOVERNING AGENOES. RIGHT-OF-WAY SHALL CONFORM TO THE FOOT DESIGN STANDARDS MATERIAL FOR DESIGN.CONSTRUCTION.MAINTENANCE AND UTIITY OPERATIONS $ .J TB. GRATE ELEVATIONS REFER TO THE FLOWUNE OF THE GRATE. 7. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR•AT ON THE STATE HIGHWAY SYSTEM(LATEST ED.). • .4 4. U OCK MER 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 y1 AND BRIDGE CONSTRUCTION.LATEST EDITION.THE THICKNESS OF LIMITED TO THE HOURS OF 9AM-3PM,MONDAY-FRIDAY EXCLUDING 10 THE UNFROCK BASE SHALL BE AS SHOWN ON THE DETAILED 18. MINIMUM ROAD CROWN ELEVATION SHALL BE EL.N/A N.G.V.D. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED GOVERNMENTAL HOLIDAYS. MAINTENANCE OF TRAFFIC SHALL BE 3i DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 91H7.OF NOTICES AND COMPLYING WITH ALL PERMITS)CONDITIONS. PROVIDED W ACCORDANCE WITH INDEX 613 OF THE FOOT DESIGN EW zE •THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. 19. RENFORCED CONCRETE PIPE-THE PIPE SHALL CONFORM WITH THE STANDARDS(LATEST ED.) - REQUIREMENTS OF FH ASS II 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 UTILITY 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 FEET BEYOND THE EDGE OF PAVEMENT AND WITH FILTER FABRIC PER FOOT SPECIFICATIONS. SHALL BE BACKFI LED WITH GRANULAR MATERIAL IF HARDPAN IS 10. ALL CONCRETE SHALL DEVELOP 2500 ps.L(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 WITH THE FOOT GRANULAR MATERIAL STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SPECIFICATIONS,LATEST EDITION.CLASS I CONCRETE USED AS Ii.'1 LATEST EDITION. PAVING SHALL DEVELOP 3000 p.s.L(MINIMUM)28 DAYS 6. WHERE SOD IS DESIRED,LOWER THE GRADE 2 INCHES BELOW THE COMPRESSIVE STRENGTH. FINISHED GRADE TO ALLOW FOR THE THICKNESS OF THE SOD. 21. MEASUREMENT OF T LENGTH OF PIPE SHALL BE FROM THE LL - HE CENTER OF THE STRUCTURE TO THE CENTER OF THE STRUCTURE 11. ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 7. CLEARING AND GRUBBING-WITHIN THE UNITS OF CONSTRUCTION REQUIREMENTS OF THE LOCAL UTILITY. ALL VEGETATION AND ROOT MATERIAL SHALL BE REMOVED. 22. PIPE BACKFILL-REQUIREMENTS FOR PIPE SACKFUL CROSSING ROADS OR PARKING AREAS SHALL BE DEFINED IN THE FOOT F I--� A FLGUMBO-WHERE GUMBO OR OTHER PLASTIC LAYS ARE SPECIFICATIONS LATEST EDITION.PIPE NNE BACKFILL SHALL BE FZ-t • ENCOUNTERED.THEY SHALL BE REMOVED WITHIN THE ROADWAY AND PLACED IN SIX INCH UFTS AND COMPACTED TO 100R OF THE PARKING AREAS ONE FOOT BELOW THE SUBCRADE EXTENDING STANDARD PROCTOR(AASH70)T-98 SPECIFICATIONS pm' W - - HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER AREA. P Z , 23. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE(3) 9. PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE CERTIFIED COPIES OF A CHEMICAL ANDTH SIEVE ANALYSIS OF E FOOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE SHELL ROCK BY A STATE OF FLORIDA CERTIFIED LAB WHEN z U CONSTRUCTION,LATEST EDITION.PRIME COAT SHALL BE RC-70 OR CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY. ASPHALT EMULSION PRIME(MEP).PRIME COAT SHALL BE APPUED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER 24. PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM,THE • . H SQUARE YARD FOR LWER TW OC(BASES AND NOT LESS THAN 0.15 CONTRACTOR MUST PUMP DOWN AND LAMP THE DRAINAGE STS GALLONS PER SQUARE YARD FOR SHELL ROCK OR COQUINA SHELL FOR INSPECTION BY THE ENGINEER AFTER FINISHED ROCK FOR THE BASES. ROADWAYS HAS BEEN INSTALLED. Es. PQ r, - 10. TACK COAT-BITUMINOUS TACK COAT SHALL CONFORM WITH THE C.h r REQUIREMENTS OF THE FOOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPUED AT THE RATE OF 0.08 GALLONS PER SQUARE YARD•UNLESS A VARIATION IS APPROVED BY THE ENGINEER e-1 • W NMCFD GRAM mwe MOM GRATE MITT I w�GRATE S, Pr A FOR EASY AGQa I 'I EAST MOM MR LAM ACQSS �.-{ '.-I 15" DRAIN BASIN . ITIET AND OUTLET VA.SLEowassl If VIAAME OMRALL {rrT7 r, rTTt ..Et h ADAPTERS AVAU ARIE HaacT'W �xa--I TI�. _ Y EN :, 71HRU73• 4• *(2)MAIaYUY N " / �1 0 I 1 P� �' P gRODWNEND ▪ 70-� VARIOUS TYPES OF OVERALL .so � ': ,9 . �Ia - > _ CURERS RBTH WATERTIGHT OYIItAL1 IHOgHT IS M MOUNTED ON MAPTERS Y CAN l - - -e. P O=o`.n ADAPTERS FOR DT TO 359T.1O DETERMINE I W U Z�... ADS N-12 M=1UM ANGLE BETWEDN o M o SCHEDULE 5 ILER 4 OW ADAPTERS SEE DRAWING No. II 4�0 I .r N m °'�F'1�10i - DA. Rai OSI55 CORRUGATED PVC J00T-110-012 P O..5 Q N 4 RIBBED PLC STANDARD SOLID MC A - APPRLG NNFI AREA-tin SG.M AMR.RFINR NM ARAM-SAM IRS APPRO. T ¢A-n.a M.E6 O B F ` L 15" DRAIN BASIN MY RA TOMB WM FARE-cast MS MM.LESSEE WA1 FRAM-SSE TRs A li( 0 N.T.S. NYLOPLAST 15 GRATES/COVERS W Q oI� 3 cc SWEARS CRATE INS M-a MEAN!DM WHIR: SOLO PEMSIB&A NNE TIES H-ICREASTI OAT BITE U :V MO MARV 9.AIFA�IA*LS GALL! DMU F V b yy. P 11.001I•DAME MN GRAM R/GAST W1 FRAM W N i 5 I ...A A A B C Rim R WAGE 159111E RDww REELECTE `A°1 EUR •BI ME ACT AAS°STA M S FEMME1=REOARIMOns 1ER PAMERAR IL • <at^`I mammon r ARTEL a GAR PART Y RCID6TRNWTRN o^DUCTILE IRON DUCTILE IRON PR¢NMI=ARAM A ISTAMM6.ER w SHE SASS OF G SAMIRY RE RAMC ALCCN0AEMS GRATE W/CAST { GRATE W/CAST 1r 4• 10.50 AON oaumma FAmRles ENA.MAc Sad C IRON FRAME C .. IRON FRAME 12 6• 11.50 15"GRATES/COVERS 4• W 44 gym" L 12• 8• 1150 ap �_ 12• 10• 11.25 Z a T B 12• 12• 6.00 W 54 B VARIOUS TYPES OF DRAWN: <Ina OUTLETS VAIN WAATTERTIGHT 1n112 OUTLETS WITH WATERTIGHT M.T.J. lam ADAPTERS FOR: ADS N-12 ADS in:0o SDR-35 SEWER SDR-351SEWER CHECKED: SCHEDULE 40 OWN. SCHEDULE 40 DIN J.A.P. CORRUGATED PVC CORRUGATED PVC - RIBBED PVC RIBBED PVC DATE: 12" INLINE DRAIN - 1/z1/15 VP JOB NO. H 14077-DTL i • O COPTM=ZDf5 BY 0140IDE9p1 ASSOMTES,RI:, lif.kr '1'NO. ^ TINS MAIMS IS PROVaED MR9YT.WIATIOIUL PURPOSES oLY, 5 WETS 9001 AO SEALED BY A RE SmHD PM MEMOS& ENGINEER REPRESESGING ENVIRO1E0GN ASSODAITS MC. 3 OF 5 sr N H METER BOX BY CONTRACTOR 'AVEYIXT BALL VALVES APPROVED • MTN BY CET TRW I.COPPER BAQOIDW'PREVEIIER 5'PPE NIPPLE BALL VALVES • TUWE L COPPER SOME VENT MRSO • B PIPE HOOD SC N >•"/• I TYPE L COPPER 90. CODE STEP REFER m STANDARD ELL I 4. PPE I I BENNEr SPRING RETANER PRCOUCTS LETS (PZ BAWLER 1-1/2" MX METER SHEET OA O SORII/3406 YETLYIDE 7uBNc METER 1 mFRE SERVICE b SLEEVE I i I (SEE SUPPORTPVC PIPE PIPE BEM) CONN CHECK SPREE DIET SRHCES _ • -- I K BALL SEAT(4 REM) 0!Ilr _...i ��MUSS • T : rj • PRODUµ-1Y 4CER DISC HOLDER TOO BE T£1T ff L=12' 36�C tYxs TES. R/W UNE� MERMANR I CONC.PAD (NEED() CU T NO HEXER . SCE.BD P.V.C.SLEEVE UNDER 316 SS DOUBLE STRAP SADDLE ELEV. ET DISC PPE DISC SCRL-w PAVINT.TOEADRD S•BEYOND PITH BRASS CORPORATION STOP THE EDGE OF PAVEMENT (SEE STANDARD PRCOUCT UST) ALM ANGLE 4• T BODY . NUTS WAS CUM(CHEN) NOTES: C x r x 3//BB''TIC WRAP PPE w/NEOPRENE ACING MY(2 Ret(D.) 1. SUCCESSIVE TAPS MAD THE WATER MAN SHALL BE SPACED NOTES: /LEMMA PLATE AT U B0.A TEST COCK(2 KCAL) Q A MINIMUM OF TIP ON CENTER. 3/6'-316 S/S 716 STAINLESS STEEL 1. SUCCESSIVE 2. SERVICE TINES SHALL NOT BE PLACED UNDER DRIVEWAY 1OPTAP6"PITO THE ON CENTER. YAM STALL BE SPACED M7' TYPE RATS AND WASHERS 3. ALL METERS REQUIRE A LOCNG BRASS CURB SIW WITH 2. SERVICE LINES SHALL NOT BE PLACID UNDER DRIVEWAY (2�•) n-tY 0.C£'K MADER IJS Aev LCOC WINO Old.). TYPICAL IRRIGATION SYSTEM 3. AIL SERVICE LINES Ream@ A LOOONG BRASS CURB 51W RATH ._ ANT}-SIPHON PRESSURE TYPE `<n '-I. 4. 7 a BETWEEN CORPORATION STEP AND BRANCH , WING(runt} h::�p-:' r:^ri.�=..:: Y CLEAR VACUUA( BREAKER a je 3 s 5. YAYMNN SRHEE 1ENGTt1 IS too'To um. ~ NO F ir. BETWEEN ATION SiDP mo BRAN°H PIPE SUPPORT DETAIL NOTES: a CASING PPE La BESHALLSERVICE NR OD.PLUS t• NOAVMC. 5. NOTES: 5, MAXIMUM SERVICE LENGTH IS 100'm MEWL 1.WATTS REGULATOR COMPANY OR EaXVALENE gy 7. uIN6HUM BEND RAINS EN SERVICES SHALL BE 14'. 1.AR ALL SERVICES LESS THAN OR m Y aA 2.VALVE WALL MEET a(Fx®THE A e e 0. BsaA AND di ALL SEANCES BLED METER. a CASING PIPE tD.SMALL BE SERVICE OO.Pl1TS i•mom. 2 ABOVE MADE PIPING SHALL BE BRASS CR PPE ti UPPER TUBING. VALVE L MET OR B. RIFLER 517.E SILL 0 50TYTNBBNFD BY PUBLIC UTILISES ppt 7. ID16111M BEND RADIUS Cl SERVICES SHAH E 14' • SOW).ALSO BE ISIER BY IAPMO(UPC).GE N AP/SEATION FOR SEAMS. ON ALL SEANCES DEMO METER. S ALL COPPER JONNIS SHALL BE MADE WRH 93/S SOLDER S. ALL VALVES TO BE BALL HALVES a ALL VALVES TO BE BALL VALVES l 4•L LRAY B w PREVENTER IS RECLINED T AE V. R 5 CITY 4.USE CrOTHER PPE WTFNALS WTTH APPROVAL d-DEPUTY ORE.OF UTUTIES OF DCRAT BEACH ROE OF ORDINANCES TITLE Y.CHAPTER 128E .�,. 10. METER BOX SHALL BE PROVIDED AND INSTALLED BY CONTRACTOR. A METER sox SHALL BE PROVIDED AND 65TA11W BY CONTRACTOR. 5.ABOVE OtAOE PPnO OM.BE PVC OR COPPER. O 5.USE Cr OTTER PPE MATERIALS WITH APPROVAL OF DEPUTY ERECTOR OF MINES. 4.A. AAavLo"PREVEHTEn IS .,MTH FOR ALL a>NERa E PROPERTIES ANTI-SIPHON PRESSURE TYPE VACUUM BREAKER �' • AND ALL RESDENTAL N LE IS A'J REQUIRED FPO SAILNIOER SYSTEMS. • TYPICAL SERVICE CONNECTION PW 9.1a TYPICAL DOUBLE SERVICE CONNECTION PW 9.1c REDUCED PRESSURE ZONE BACKFLOW PREVENTER PW 10.2 PW 10.3 a W .` -•ATE BEADS AS RE R1W W Z Q Y - 77535 at DIMING GROUND POI INN NO.wADA-1300-15}HIX Q W L�'' COVER Y HEXAGONAL Ys mw Wmem (w)+4 \ \ :°.�i:�::�: ::�:�;V ��\\\\ �s W O • SURFACE RESTORATION Ni.,Et.•A•sr '0%.t•% �I!•, M-1 RYE BRANCH(NO TEE PROPERTY .•ARSON JOINT I .��:::11et�B... ��te.e9.r`/ w 1� Yy A••� _ CONFIGURED FI(NO TE UT I MATERIAL 1Y-y I- \ .•ES•Ii•%� :�5RM ii RFLARONO BACKFILL PLACED AND E-C�O/ !�1 I"4 i SAWCTT ARMED (TTP.) I I . ACE JOINT Vt• •.! ••N f/.> =PAGED PER APPROPRIATE se ALTERNATE �I POUR CONC.mum SERFAKE �'•/• •/ • • •/ SPECFCATONSpEE NOES SLOPE 1P m C AHEREDO/TONAL GREATER SEWER BEND I N SJOOFD ARELS I�i-y_��GRADE .• -• ---_'- - \�'.•,•:•:•:E' =,•:•:•�:• 1�S'N'x6 LtZZC1/Y PER FOOT MM. PAVED SE NOTE NO.1 -•I 1 102I iIi �/ I •- I i/ w `� ssR _ SURFACE ,.. ROTATE BEND. Tri1: ) //��4a\=\•% /\\/`\`\. /� \ �1 A5 REQUIRED %�%/; / 1Y r.DRCH 12" \� \ %tumult BACICFOS PACED AND E•1 ril \\\�I `( �\ REFER E PAVEMENTREPLACE/MT BASE C+'P y11•y 3� PER ACTED m 190 uAx ot'NSTY r� W LAY ON Md.C PVC SDR>S Vs. I /\ JOINT DETAIL Rf 21 .1 Y:1r`,.. S..Tr`•.� RR JU S TO T-160 7/3'MAX. UNDISTURBED 501jai ��A= / . //"//�. �i+Ihkb pQ AGGREGATE FZE C MAX LIFT. �R E"�'H ,, \y ).N\ SEE TYPCLL.BAOOxI.DETAIL a. ./ W � W >'' ',A,W%) SLOPE UP m 2 INVERTED THREADED -/.. I/ GU 21 FM COMPACTION `• -`"`,, - - \17 t/6•PER FOOT TOL P.V.C.RUC 'I I C X 24'S4 CCN0. DLl VARIES raii > �j'%%?<i:: ` BEDDING W7FTBAI.COMPACTED W/1-►4 EACH SIDE .:�...:•T..f'" .'•. W p..( OUT ON EACH BRANa �:``v j''•" ... m TS MAX EFNS7Y PER . VARIES /K:ti>C:Zi'E'•'''`"•.,ts.:.:?iii}::'. AASHTO T-NI0. .., O DOUBLE SERVICE S7iNE EDOLE 40 1'-Y-� I---� �-,•-r /`:'``` '• ` ' '- .' `N`- - C', O W • SANRARr CCNNECTIC H AT PVC CLEANOUT \ \' \'\ �'( .-i Q SEWER YAM 6•MM.SERVICE ME RAY ME r�S YNYE + 6'-4S ELL •' USE LI 16' ON EACH BRANCH 1. RERAOLLENT BASE TO E AT MM. 4. ALL DISTURBED PAVEMENT MARKINGS NOTES: 1Y THICK SULL BE RESTORED N ACCORDANCE MABC R/,F OR EASEMENT LINE \ WITH CRY STANDARDS 1. UNSUITABLE M-SN WTFRIALS SVC1 AS MUCK.DEBRIS AIID n TO 2. BASE MATERIAL SHALL E PLACED LARGE REM SHALL BE REMOVED BEDDING WTE0AL ARID C GRAVITY N T O LIFTS AND EACH LIFTMCCOLL S CCtSSTMO OF WASHED AND GRADED LDEHOCC J/S (� SINGLE SERVICE SILLIER I COMPACTED m sec EICER M 5. SURFACE METER AL SHALL BE FA0.L -7/6'SONG. .a ri- SMEARY PROPERTY LINE �I.' TYPE 5-1 aR S-n ASPHALTIC GONG DENSITY PER AASHT,t r-1607 mn N SEWER YAM 6.MN.SERVILE ILHE S YAtmAUY I , LIFT THICKNESS 6 (uAtE NIL MODEM 1 1/2"} 2. THE PPE S1RIICTUE SHALL E FULLY SUPPORTED FOR fS :';!a �} E MAIM APPRCPHATTi CdPAGiION UNDER THE PIPE HAUNCHES m ,e I C CAYOIT 2b. tY EXCAVATAEAE FEMME ESL a PANYAT PAWL CUTS SHALL BE COLD f7 YAX (••- MM.100 PSI.MATE USED IN LIEU PATCHED AT END OF EACH TEM PE 3. THE PPE AND/OR STRUCTURE SHALL BE PLACED N A DRY TRENCH c g U=mv OF 12"BASE. DAY TO FACILITATE UNHINDERED zz RAY OR EASEMENT UNETRAFFIC FLO% 4. RAMP/SHALL BE FREE CIF UNSUITABLE"LATER/AL SUCH AS -M EE O-o P TO NOTE: C X 6'F1AR(Us CORING PI PLACE REMAIN S ASPHALT CONC E1E PAVEMENT LARGE ROCK.LAUER AND DEEDS. D e B Yw F yt o' F, REDS.FOR CONNECTION TO CLAY PALE UNTIL JOINTS SHALL BE MECHANICALLY L SERVICELATERNS SHALL TEH@NATE NODE PROPERTY LNE A DEPTH SEANCES ONLY.(DONUTS NOT ALLOWED) PL11YB,3t BUMS SAVED. 5. COMPACT BACKFTLL m MIX DENSITY UNDER PAVEAAIDNtT AND Q3 7-.gm 3 FEET AND YAWED WITH A TX 4'TREATED STAKE. 045 cc,,,,,,,, TO95S DENSITY FLSEwF1OE(AASHTD T-130) 28.8 W B. COMPACTION AND DENSITY TESTS SNAIL BE COMPLETED DURING C 104, Vp L 2 AND SHALL RBTANLATLOE SHALL BE PROPERTY OWNERS RESPa DTLITY HOLE: BATOOX1 OPERATORS.CTTiRACiORS NOT FOUA'RINC MS AND 91ALL E INSTALLED BY umL®PUMPER. I. WM=BRASS CAP MALL BE USED M MASS AREAS M LIEU OF CASTING MD PROCEDURE FOR WHATEVER REASONS.SHALL E RETUNED m • 3. SEE DETAIL PR 21 FOR SEPARATES REQUIREMENTS. CONE COLLAR E-EXCAVATE THE AREA N=STIC,DOWN m THE BOOING WQ O o 2. LIMES DEPTH OF SERVICE LATERAL WALL E 3 FEEL MATERIAL,TEN BACKED/POLOWNO THE ABOVE PROCEDURES C.RPN3 0 c��g ..4SEWER SERVICE CONNECTIONS WW 4.1 TYPICAL COMMERCIAL CLEANOUT WW 5.2 PAVEMENT REPAIR DETAIL GU 1.1 TYPICAL BACKFlLL DETAIL GU 2.1 CI); z F m .mg : 1 • Cpa'l KI Fag W 01 :' z LI Z w g •• DRAWN: g M.T.I. a CHECKED: I.A.P. - DATE 1/21/15 70H NO. b 14077-DTL T C TSTOORM=5 Prr Im5E ED F R NEv TR>Su PURPOSES acr, SHEET NO. UNLESS SOLEDFELLERRED ANO FELLER BY A REOSTT®PROFL59ONN. 'P EN1EDL REPRFm1T:NO 05950E001 A0SOCATET•M. 4 of 5 ' U 5 f m: . STEEL OR FILTER INSTALLATION WOOD POST IR100Uf FRAME AND GRATE EXTRA SRRFNGIH LITRE FABRIC FENCE POST NEEDED WTHOR MIRE MESH SUPPGRT FOR ADNTAL SI0Fl1GTH II (WOOD M STEEL) •.. T. MG INTENT Di EROSION mMlA0.1¢!sa¢s RI041D�•^•^ r a FILTER PAfDOG MATERIAL CAN \ r/ - Q. y61 s ,D a BE ATTACHED SCREEN A 6-NCH(NAIL) FABRC \/. IESf MIRE7.010 WHICH HAS L�.c9:•�•;s )I% -� 1r '- SPPORT-MOULD 64;5/5 C.A.49//100 SO FT. - Da RE K A ONISACIOL THE MST ID TROSON�1T sR F0Rw CR UM 'r EMEND 6'I N.AT ADES ORKN-y AND BEEN FASTENED TO ME POSTS �,,..+�',i ;^i}'.; �-f1DM WELD WOE SUPPORT. '>pFJ]lY IDAM BUT RS RIMING M RRU CLI'ya Y C AIM O E DE Ammar NAABD AION REDA OV N S 011 O1RU OYIR0. (M .. w: /it . -FIDW RUNOFF AID O.,EROSION NGD S RaOOCROf RED.NURSE N ME BE INST ( j i;l 2,TIN, 'S^T 2.APPAO OD CAI C smYmrt carol NURSES SHALL BE NSVum alKi.....-p•,;,.•......, FI _� O a.V•G.ECAYA➢a.FC2➢IS a O➢ER LAID 'IN • 1 a0 ACLM11Ei T3�T THOSE OYGAIIai KITED TO Y6iALL Tull;....;... . F 0-uiu L MASTODON CT ALL EROS.OAPI YFALIES SHALL RE coWCIID LIDiY. .4`4 •KC:l`��$5.Nk5iN J�� 10 FL NAX WIRE SWORT FENCE DIG 47 MOE h�DETPJ/ 0.......1141, _ MI KER EACH IWRFALL LINE W K.MOAN REP ADMf1T Ef SKI .�iJ�����`� Jib��J��G�4• FILTER FABRIC Y K..SCAM SE WOE PRMAPM AS M®m " Wk• 6 FT.MAX SPACING MITHOUT MIRE SUPPORT FENCE TREN.M.BURY BOTTOM BACIOILL AFTER \\a,.; 70 FRAME AND CRATE L 945T 09540 MINKS LINTS Bf DFEEOn0 a rtGER 0 TMI0 -�— ANCHO OF FABRIC. ACTED • `�% BACRFLL MATETIAI. WET FLIER L AXI M &EAOOa AID S DOIENT NV0.KAM=MY RE RE➢VJED NOTES •• A.Om®Na VIMT OWE RHSFT1TOM. 1.THE FIELQIT CF A SILT FENCE SHALL NOT EXCEED 36 INCHES(9D CL} STl T FENCF SECTION( G a FAEEwE ro PROMO'RaTAO.A.WWI.DDSIR CONTROL PRACR(S NOT TO SCALE E SINL REVLT N EDRBWYCRa BED MOLD. 2.THE FILTER FABRIC VAI.L BE PURCHASED N A CONTINUOUS ROIL OJT TO THE LENGTH Ix . 7. MMANAGE INLETS 9409E BE PROMOTED BY FLU AID OM.'X=RC.AS PER OF THE BARRIER 70 AVOID THE USE ff AlNTS IN/TT PROTL.'05I N•T.K. 3.POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET(3 M)APART AT THE 2021E t LOCATION • • AMY AIXLa Raba l0 SITE SNAIL RE RAY°WDH CRAWL°STONE NEST AND DRIVEN c7+00E1 Y INTO THE GROUND A W WM EI OF 12 INCHES(30 CM).WHEN EXTRA PRACDCAL STRENGTH FABRIC IS USED WITHOUT DE MDUPP SORT FENCE.POST SPACING SHALL NOT -111--, Eg---------6Nffi - RCMG.01CONTROL9T5SMD ARE TO II WNW. IA PEARD T E%®6 FEET(1.2 II).CMG. THE DA POST W GR0IR0 1DYTR IS ESTARESER 4.A TRENCH SHALL BE EXCAVATED APPRO:MATELY 4 INCHES(10 CM)WIDE AND 4 INCHES 6FTHlE SECONDD FENCE - LI�' NOT TO SCALE 16 R)6111 FTAS0C NATURAL VYSLTA1o0 SML.DE REL..MD PROMO®. (TO 01)oar ALONG THE LINE OF POSTS AND UPADPE FROM DEARR BIR. TH MCC E END POST OF THE FIRST FDLCE II.ALL REIN IS TO BE NMn BE LAICC MN THE ROD AND REO SET LAICSS 5.SHEN STANDARDSECURELY STRENGTH FILTER FABRIC IS USED.A WIRE MESH SUPPORT FENCE SHALL ROTATE BOTH POSTS AT 1.CONTRACTOR IS 70 CLEW INLET FILTER AFTER EVERY STORM. MUCH BY MO SUITE Of F1ORD4 RPARDIgT FE pNNO14DHTK PROICOTDN BE FASTENED SEDURELY TO THE IPSLOPE SDE CF THE POSTS USING HEAVY DUTY SIRE ROTATE 4 ma DE OTT 6 ODRAT BULL STAPLES AT LEAST 1 NCH(25 MIN)LONG.TIE MIRES.0R HOG RINGS. DIE YORE SHALL —rk,�..�.- , ` LEAST 180 DECREES N A 2.CONTRACTOR 10 RIDIOVE FABRIC LUST PRIOR TO PAVING. 12 O®WES FROM E6RNMR l5 OPDATOK SNAIL RE RUMI®OImTE N A EXTEND DITD THE TRENCH A MINNUU OF 2 WOES(5 CM)AND SHALL HOT EXTDID MORE J DIRECTION TO 0•0'�M�E` THAN 36 INCHES(90 CU)ABOVE THE ORIGINAL GROUND SURFACE ]E A OR W�l n A SEDIMENT TRAP 18LL BEEXCAVATED BEEDLD THE CUE®AT THE INLET. THE BASW a THE STANDARD STRENGTH FILTER FABRIC STALL BE STAPLED OR WIRED 70 11E FENCE. ORFLTION 6 RUNOFF WATERSNTH ME 18 .E.6 SHALL BE AT LEAST 12 TO 14 NI MES N DEPTH.APPROXIMATELY 36 PIOUS N WI0M AND 8 INCHES(20 CM)OF THE FABRIC SHALL BE EXTENDED am THE TRENOt THE AND APPRWOYATE7.Y 7 10 10 FEET N lEN.^TH PARALLEL 70 THE CURB. FABRIC S1ULL.NOT F3(TIIIO MORE THAN 30 NOES(90 CM)ABOVE THE ORIGINALGROUND SJRFACZ. ( ( + DRIVE BOTH/6 NOBS IILTD 1S ABOUT gy a+ IDEC WATER MILL REACT THE SEDIMENT i TRAP VIA CURB CUTS ADJACLEAST 12 To EACH 7.THE TRENCH SHALL.BE BAC/CAL ED AND THE SOL COMPACTED OVER THE FILTER FABRIC GRWND ANO BURY FLAP >g 1p SIDE STORM THE DUET STRUCTURE. THESE OPENINGSRAPVI SHALL CAT LEAST 12 TO EA N LENGTH. STORM WATER MAY ALSO REACH THE BASIN VIA OVERLAND FLOW LAND AREA >5 ¢ BEHIND THE CURD TIRE CLIMB CI15 SHALL BE REPAIRED WHEN THE SEDIMENT TRAP 5 a All PROF.CTS REQUIRE SUBA117TAL OF POLLUTION PREVENTION PLAN(PPP} =TN /Wd REMOVED. A ALL PRO ECiS 1 AC.OR VINE MUST mamaNOTICE OF wow(NC)10 FDFP. ATTACHING TWO$II T FFNCFS. p� NOT 70 SCALE EROSION CONTROL NOTES DETAIL D9.1 - SILT FENCE INSTALLATION DETAIL D 9.10 SILT FENCE INSTALLATION DETAIL D 9.16 INLET FILTER DETAIL D 8.1 Sheet 1 of 2 Sheet 2 of 2 O ( b 0 \ \ E �` I r ❑'n'-"."-7"- ---- ❑ zW 0 ,,;‘,;:giiIir...7 tie --- m :,,.. 41 r I fY,1, i ! UU; _ AGGREGATE /PUBLICROAD yWI _I Li `I EI rWn TEMPORARY SILT I a o o w 1 ;FENCING (TYPICAL) -TT---- - El ❑ pal T-i '-I A I Z 1 ❑ R V I NOTE: Cl) Poa A CONSIR104 A IXTRAHCE SHALL BE TO THE w l UNOER� O LAYER AG.RFDAIE N0.1),AT LEAST e. m > it • , I SEPARATEPERMIT O ❑ I W1DM CF THE DUCE 1R w4R4Ess 0410 IF'T 3 R ...^. , EGRESS AREA. D]�n w 4- -- nnnnn - ll _ � EI I- I 0 I I }II wm ado` I I I { I I Il i POOL l 14 STABILIZED CONSTRUCTION ENTRANCE DETAIL D9.1C p/- E"8m e I . IGo-xla ®I Q`I1e W o • 1-...,, t; .1 , i I UWER �-' lMT w¢ �Cl co o < a N ❑ I VJ L'T Iv, , I 1 Wga� !ESN n J I I V I IOUNDER� 14 dp,v I TEMPORARY SILT I `FEPMR — w I I I i I a FCING (TYPICI 6p ❑ � I Y I a I-- —_— CALL 48 HOURS BEFORE You TIC. W srITS THE LAW DRAWN: 9. 1-800-432-4770 LS T.J. SUNSHINE STATE ONE CALL OF FLORIDA.INC. CHECKED: N9 I \ —❑ � � ����_ 0 0 ❑ 0 ❑ I SAP. - - -- - - _T X Q�� SCALE: 1" = 10' DATE: - 8 • +D 4/07/15 I ,��� 3 15 JOB NO. 14077-PPP i met ----_____-- Call Know what's below. °'6 GRADRN4IS PBO.9M INFORMA BY EIRUCOMIGN TIONAL PURPOSESOLT, sar...-r No. J beforeyou dig. 1AL6. Am S EA L E D BY A RErMB PPRO-ESSCOL H ENGIFEDt REPRF 1 ETHwLooE9a ASSOCIIE$NC 5 OF. P • 1) trr,Ps o .-..„.:92...:i—_ !c,.,: EAtlantic Ave < _Z Cps , •rN GP.9.sa�.s • Vne .a .SE 2„d Ss _ a . • s!,L % - . Nnau Ss^� Ft N•SAN SAN SAN SAN-�SAN ^ ant St 3 St?rd St _ _ - Bay 51 •p ___- t�NOI wATtK '( �.J +.SAT—SAN—SAN—SAN—SAN—SAN—SAN— AN—SANo Tor --'- '---- - FI£/A71CN+]� SET NM k NrIER - - — _ ____4._ ; S.E. 1ST STREET _ _ — 21C __ LOCATION MAP 0 . FM FM f I . —� WTR—W — s �41 �—wIR—4mt—wrtt—wrR—wrR—WTR-}---wTR—MR—wIR—wrn—4mt—vmT vmt . Sa STM— TM� TM e- rn,J i - A•iR ie .44 -POLE 7t.. 3 • _ : V =EBER LEGEND: �qq I S PAVED ` iia C PROPERTY LINE N 7 - I._} -+ _.:----...--- 1 5 50' _ -r -_�' ---_ —Sill— PROPOSED STORM LINE zb 1� • _ —SAN— PROPOSED SANITARY SEWER UNE \1 t�A .' - `70' £ —WfR— PROPOSED WATER LINE A ��.;1/��� (a}.9� , y/p/ —ECG— PROPOSED ELECTRIC UNDERGROUND UNE ° ]7•_f i „,„.,2a/G., _ . , t. —GAS— PROPOSED CAS LINE i :�:,'`.t� '��3t '✓a1%••••.•UI::::a::�-- //% � tar,y- ts. '7�� —STM— COSTING STORM LINE Mi., 1":41.- f— ilii,v�_� r.ifi 111%'/,�/////////�/�////O�i�c�a�sds. '! �E —SAN— EXISTING SANITARY SEWER LINE �'/ ��'' COSTING WATER LINE O W o . tTpI/��y/,,;, Ec . i �l �a:%/���%�1a�ka ► \ � :::: oasnNc ovERHEAO uNEs67 �' ����'�v�%" %.'.��"• •- l:cs, • —GAS— EXISTING GAS LINES f.. A • .UNES I •- ,:�,:,',or �i,..® �fi A. .. � _ -w�`II rZ�-t '"'.'• Iry /,ram' _ =� W w O .;FA L0J unm PROVIDER sta+ar F U �''�yy �7i UNDER 141 , 0', }\•., F,y Ci N•. I 4LUI LL= 5=_PA,tAtE �:i ��/�al P�, L N't W ti , PEJiMfT Lyy4! �U/� , Ey M tC • _ •c I, ► / i 1:� tL wJt♦ . 1� _ mu. SIGNATUFE TILE W FY - 3 - O F 1:� !G1�"c ."'i t / /,n \ / /, A N !•q TEl WA, -- m PRINT NAME DATE T!] V l W •�— '" 'to' TaR i- �ltiY W�a7�•soli I V I. .trti^v�.rr ;. p� rn Q�'� + to' + WI'S741.C...4..o\k IMmi'._4,•tom.�dT a♦ 's"n'✓ .......,ai m x 3i '1 o .I I �,: I I •I - I! t���i .,y� m catCAsr: SIMMSIRE STIE Q O O W 1 met U .--i A o I I •... , gA I6:„:„.,,.•,, 1-- 0 PRMT NAME DATE ,,,, I I,16111 6-.) i sEPARATE '��",� J 4„......„. , MT 90 SIGNATURE nTE E. m I r nn r' 1-1 -.I:' L O" ' 1 I L U T _a" PRINT NAME DATE o)29,N 3 i • •5 Iir D'L CW 126 BLOCK ,1-25 •'•. Ca Vz , , ' I: . I. . . , 9 , I POOL L� FPO: od�v •.• 1, .( II , (� 1G�xISd t. 1 =NATURE - TOLE �S Zr`_ t, `` m of I I ti rl PRMT NAME DATE a 4 et` •6 A To.BE;`1I." � 1I ice_ ��� • ; ..� II CI-6 m < . +� �r Woo FPL NAM.ri711-1- ' �(_.._ ' Will I I_ , e . . ," WQ p ]. `•'• am • �O 0' •ftr°�� -ram " \%' ) ��'� < S1Y� Bret—set�G,tt 'A1 .~i.YG1 fY��,.', •� �Q.. - z O S& -YY•"iY•'Y•`I,t ' ", �.4•Yf9�P�1 f.•Sv t•�Ph — GI... ,T- 7. � .'f S.•�!A L4.•��0•� i�JJ�ci a.a ►o—� r-G %vP rT'' ,.�..•$ -� F'i gyCA m.. II : �15"90 U" �I' j✓ j� \ +se W 0+ = o P A ,I E D '- <�, /lam [7 \ RCO NO PNN a u re �J I�(Y� xw�R) n ' + xic I + +7.t CALL 48 HOURS BEFORE YOU DIG W g I� I( - MOOR a IT'S THE LAW DRAIN: 3 AREA CABLED AS NOT INCLUDED IN PLAT BOOK 11,PAGE 4 'i-B00-432-4770 M.TJr 4 I SUNSHINE STALE ONE CALL OF FLORIDA,INC. C 7. . D: a AP. SCALE: 1" = 10' DATE: - ? o 4/07/15 LI .�'81 1 1�5 is 70B NO. 14077-COMP 7 Know What's below. °T ORA,,r.B e P M DCF ATroN M. PUNOSEs CMS SHEET NO. o Call before you dig. R ,NI A.�NC. 1o1P1 U N NOTES CODE COM='L IANCE DATA -ALL P1A'Q MATERIAL MUl)_RE eLR.DA,GRWE R REITER -t1lOE WW1.aE APPLIED 10 Alan.,DEPIN Cr TwER OJ MUES H ALL P TY•LA BEaE A TmAl LOT AREA nDN 9F. -ALL 1-Hc.ocs,M1AHT M^BCIEa WALL Cr ER....,TE.FRcel 11.°rtL -ALL • A A)SN MULL aE PRWIDED.i.AN rooGATILN boom AaaUTRALLY orERATED. LL SA!� a a11alGTIRES.PIY.ClY •W9 aP. TO PROVIDE COrtEIE COrCC i0 ALL ThC4 HATLXALa AID nibs I �N-'SA!'I sAN � 6TRUCIIORE.P R 46. ei,7 AND•S6SATILII MALL[>=PRDTO(D ttnW TIE YWAVFD PYRit]r GP RE iK.Nr�iUT Oyxx,rl,$AN�SAN SAN- ( SAN SAN SAN�?'•••,-$At( WAIJOIATE,.TIRES F,ITOAE.EGUNYERt00 c TOTAL PFRNfw LOT AREA C.(A-C) t,tra:E!»PAU16 A.EQtvALDtr TO aE N!HATE Tf2EE . -ANT R..R6.6.0.a P1ACEDWTIOMWIER 6100e.R ORAYi•OE EA°TIEW6 MULL a:waM TosW{e• TIE CRY F I>ELRAT BEA01 aTMO.,fip DETAILS 1D Y•LD U. - - �- D GENERA RECLINED GROttO D.IC%�O) FM-FLI-FM--FM FM-FM--FM I-_ I 1-FM gR•(-RA�-F11-__Fm- E AREA 4 RAWROv221 AC.GfdatID )bsl aF 3 FFA F7d FlA�'�FM F)A GOVERs PF>%vIDED S.E.1ST STREET O P NATIVE vEdtATKN PEC(YdD P.ro%30 yK aF I G NAmyE ID TLD .tom / -WIR WiR ,,,,,A$ --W(R-WM�WIR_-WTR�WM wR� WWISIGHT 10313 SIGHT EJOST.POLE S,t1,!_ $7M 9-. TRI R-� W!R--�-WRS-� 1 �j�- -WANO CR N TOTAL PAVED 1,411OLA R USE AfvA NLs 6P-RED fY/ - 1 • - - - - - _ .... o _.. I TOTAREOU MF)aoR LANDSCAPE AREA I.!N%Yo) Nc eR • • • -•3 �• .- ° •• J TOTAL LANDSCAPE AREA WA EIGET.SIDEWALK ) ••• PROvIDED K TOTAL NTEROR SHADE TREES K.!W5 aPJ L c° I TO REM PROPERTY WE RE61UaD Sl1tEFa 3 .. 116SP _ •,- ::_r T pd _ D�EpoR MADE TREED 5TREEa C O d - S H TOTAL.LIEAR rEEi aaWA►DDG E. v WA 1- ��\:•:1,:; L it4iii • ELMER • N TmALNtIDEER CP PERr'ETER N.my) wA • • I 271aEFrRECIYtED N.May)F AD11La(T i0br. PROPERTY N RESIDENTIAL LISE o rmAlw'tOER GF PEA'EreR wAD. n�sPmrL�EDP, � ►� To aE asvED CN aTE Dora=E (WAS.SEt,lO4 •.•: -'�i>'j./.U� '.'CI `I. :�p�l{'� ,Ui'•=i%/ % :•.:;"• ,J•, :7 ►i o TmAL NreEN CF NArNE TREES a-(!K•w xSSA ETC) I Z ' :..'� ': ,% '•" �;r.> �%��'►-!�1 µ _.n.•d �G. P:Ea+ n !TREE W /G egg �.. .., �_.i ice../4yo•-1: r'.. .� NOTFS• I m I N � lire 0�►' -- '=i��T "y r. _-- .: ►f X R TOTAL <it�Py :/ ,:. ��%y%(1s__Gr,. NL-aER CF NATIVE TREES Q !4i% _ 0 _ " F.,: gi_ 1� i� Pry F. = r F •'-::�i''\'`•'/f-II �p �.'►p ',� • • \\`�©j-Q`'�P', '%� Iii$ a• rmK!AMERPROsto� CP TREES a1 nAN x TREE. L ALL ROOT BARKERS SMALL BE C M1M....FROM AIL OTT FAmfTQ 1 INSPECTEDW Br a T�Pna m a c MILERS A BC u Rmr B.Wt�S"D"sTMiul�EZIIONo O ..•,1v .g vAMW - ©© ', UPTnRtSHmDIAGL I n .--- `,�'!//�G�� -eREE1EWA � , Lc�� p -r ALL AFTLED TO HNrVT DEPTH Cr (3)liatFENO1r5 GALL w 1 ��/'�� -F.F.Esli.32 SV.0. PLANTING nE.Dr, S ROOT sum.SMALL Me•Mull 3C A.P.APPRo m PROOniTS W D1tY I U I ..•-• � // .III ___ IL-�p\r ►� -ALL PROWDnID PLANT SPECIES SHALL!6 F>r•nr 4ri:D PROM TIE SITE - �.4�ri//,��r: b°rtfc toot baffles �V� .•.� `ice ►i -ALL LANDSCAPE ARFAS biLLL T]E PROvmm LOTH AN IRRIGATKH Bra1EK AUTRNTICALLY OPERATED br)T sum S ALL G /./..{ONC..A.P. WROEAE SNAIL TS rani. PA%O.t CO I • \A APJACEW TORE Ptionavarr LSE. tIMLFAmIFm tN aoBuuaEn {SE u 3 - 4y) /Gi.��Y r`E�IuO rLypluu � ��1�•j"�T:7©t.7 E ! 1�.```V To PROVIDE COPPLt7E COVERAGE 10 ALL PLAIT MATERIALS AND GRASS. l ALL AOoi WADERS 9.0 r SE NSlA:lID M AcwKaRl¢vox tuMsrAalwtTrs > 1 I M •• .�•• "izT' -r '►♦�• �E4!iAlt�eQ .'E��ii \,\`►� LOT 3 -WO MO Bbil'.ATWI SHALL DE PROVIDED tiTNN DE UNPAVED PTRfIGH OF,NE RIGHT -GC • aearlDl•amueeoxL - I." r;C © .I j4j�j POOL j°:•7 �NED \1'-►i - -•ANY THREE OA OR swats RULED CAIRN DATER. t .•STING ,a-PA12.4r .s,� �01f��.-�,r ► BLOCK 126 - l3J PALM ARE E.7u,.AL,Nr rD a�E(UNLADE,I�E '•A�_• ► _4A441 1•1'! �a>©�m ►Ji Tnn, EASEMENTS SHALL cOSORM TO 10Y10 , l 1�'::•'o�i� _ L© ' ♦ i - to II y: �1. THE=TY CrOP DELRAY OFJ•OI OTANDATID DETAILS LP LP U. TRIANGLE ist. 41 /7)<.:r..rll - - � la�� sEaARArE j•��•�' �ODIS"TYPICAL TREE WITH ROOT BARRIER LD 1.1 . •�• D I ..� �'7/',1,1C=; FF' BAG!LGVD. sew,.,..,.,! A►Lti� P k..! L.. �•• /�` "! - = - 4 •; ;:; �� = = =► .;. (-:;: ,<; 1 PLANT LIST tc :f ©'.Y• /�YM���vJ�.��O/'�1. a241 P'TTWLCAI/COYT•F'1N HAMS .3efrAZELCA_Th2DLI .:, s I O sa O- �:�. v ►� ♦�:< • All cE AdWdu mrTW I4'Dd.kr i=°G.h < 61, , God '� ': '... ©��`,'�IxT Ctrom Palm " �•� STRUCTURE FFE•L H.G.V.D. •�•►•• tea©I /'•%<l X C'E C.oeofJrp,r lb.FL x T.spar. 4 I IDHnorAr it �i♦ :�a�A,,�.a�:�� e,.tto.MCDd 3•aL NORTH • PAVERS _ ����� Op����l"Gpc%v�� x 1 .ad I © B -���►� •''''‘Zr �iA:-.!� c1 C.yxa ARIA t•'la.x u Apr. < O FIE_Ilm I I 1.�i►� �•d~��%j- Pw..0 P.I. nlu+o e.M. • SaPJMi00y �.• . ►l 1 U•4!•°Fe•talaJoseph.ettanot.d 5'H.x S.•par. ! mandard = pI 1 I � k�� i (twice,p�uer PC wgrad- tIub G•e illa ui b•F 1 0 0 •.d 1 I AH�ARGARA p ' �tt7.c.�, 9^D F. I I 1 �♦ EL ,' . ;/`," PE t'uJdo.pe.a+.bga. a..t%...naiad m p p.::J �i'> we•rder into,. e I 1 I I I- - U IL'pi' 4�e•►; r��:1.A�5/.,. Pab d elm } I t ur F.•v' .1 I I nwvEwar p ♦•► i Fq,It �• pro�cct• . !+.. �-l•r p ® ,1 •t:•�.•:i,, 1T•I veEw. D..Ft�,.r•Dted Pi". ] PAVERS aJ �'►• 0`�.rP,.� mNgO.er3E1ro I .ed STD- �'•� � .,....•� .m3 !'!oagcmry P•1% D'eh as.•Egb took'. O� 1ST POLE TO BE• 1o1na III m p ��,►i IZ:L 7,��Nk'''M if We v.lwaa axx4gemerganaoa.lt�u rx,tad on pWyTI 0" �:�Q Pamb rbM3oety Pao D'ah 7• tt FADUIES �P . • 'QrVir-1��t►O\1k , at•dc•fala tr..k. A SE? / abe C(AMs,srA,ws •INATE KITH 4 \`� � I� !' �:� ���0•��!':�:i% m° L'e1v°er•''+tg° o oA.Fu.a•mLed an pleb i 1 ,,.•del y beach 1G'1 ...-w •. ': \;\'I 0J•rIII� , ©0'ED .�♦•.�.�.� ��1,�;\- T• riple Horage..ary Pao O•Rh O.t trlpb Wok f Ida i Lni.: V :. _ ...0_0=c.,:. °I/�• ,1•. ►0^•V X AY Al Wev la NOTES: O �•i '(AIR.. ,•�Iii.�.I.o •� r•1 = ��� T ��A,\ P °n°9° 4]•hLx34••pr. i O0,'•! �•� � I VY tedG +- WIZ-- -•'► ,�.. ��+/..5.:v:r,Ott_. ♦� t�•\/r; L Tkas i llO RDO)'T�BA SHALL s�i VI lYnw.IAY TR.ALL DIY rux,1R3 . r ` ♦ 1• o�► �j Alt�� ♦♦i♦i���i♦i,•'\ ASP •4iw••A• J•r• RI o .Q'•�. 69 - ., "- ����1�4•�•���� 11N Fo%!°II!pu.Lju RI Oc "• < ,.��-` -1�PURR 4 eels r„ B H2a'w Is.le:Co.la•Apr. 60 L �j ! I • imifitvrrr.Lrrr•.w-- . `1,...Al ��r� ♦ •�.•••uZ�r•tte*t►i i:. ►,I CLU Clete - r 4•hLx24•. L . al ?f f��JJ�`�4J�%.•...::�L►ii��i/i4s�i ,�� I\,I 1 I-� °(:�iE•iiq'1 emllLmf CJu.Y 24.co. Nara 42 root µ'�•�•µ�:i\'µ aL N.7Ac i:�l •_�� `�,r�� tar ya,o° °". 4 xla••pr.. ]m dave bodker TYPICAL TREE WITHOUT ROOT BARRIER LD 1.2 II 11 I rnalbe er ►A�\ ���' r�� C (typical/ rym MA DW WN ta•awdca D•hL 3 LP spa. UN arCflileCl{Ce�PIa7Np)a YTy II f 6lrbcry Fla �•cc 501 ti t.wpress arc-state 1O5-a DETAIL I FIG Has (. 6.67' �.ht. •R• •a defray beach Rondo 33445 561-276-6311 TFE CONTRACTOR MST ADHERE TO TFE FOL10LL6N:n RED Ff.lram Hr,. 7Dwar1' b•ht..IV Apr. 1( >CiSTIi� EIS. I #}��y'\I}��) PbrsoaAl144.' la*a.. �Oo�9 (a)E4sd•19 rietee sol went an rr.�pe Islands,koerbr laµ-_;Mips +--. L--1 `L i-� T,•®ttrru iLru' ¢•F�x II• •P- m sheet title• upm b•o< (Ad P4dmAm 1332.1.O.C{a,•Ifjareit b rttiotr too:lees.They planting be exaY+i d down G B dtpCT of!t44y()O)boas bMrw tXL•GEL LR Llrbps M'Evergreen G4t6• la•ht.x 12•App. a grzde,excep/or s t<^butiufmm?a tair a cub of isavEmatd(ue 5TT'( T�TYPE. D£SCRIP.121 STATUS [lane Ltlopa le•x diagram Wen).A SlAtttia paabp toy aicWrs at}Sf)@rf(50!50), A COGorut Palm 35'oe.ht X EXISTII, TREES TO ISE I .-MOVED r151 h4iatergu capflarl• Le•It-x la'aid. 24 plan EspflolY(5dW)(saodbmsoP)a as OGIawH.hcr.:1Ed C)L1t remove nit Car... ]<•cm RogioUrod Lordsmor.Ardskenny ml;thel e3Nr be care I.mots-d K. Sabal Palm 18'oa.hi_ remove ,-% [>t, pPym vokbBV b•.... 3 Pro jmot number• Co ru-Tarre sag Cr Eir;)anG;mixed wait no mCrs set b.cats an C Sabel Peon 20 oa.IY. remove ( + ) EXISTING TREES TO R7•lA(N F"upl.Mooch e•A...A se I.tu opt'Tran em(ronaanteu s:eceJld rod dsvebpmnat!Irate so6 Is D Sabal Palm 20'oa.hi remove _ 3414 b S.nt_ri t shall Sastae sawed to wows mD.s:r:)THm"s Itryer K. Sabel Palm 25'oa.ht.. remove \ / PLE Pleomla roes. 4'Ft. 2 date• TD-2A-14 tartan oCF•mr11)2)LIE Ndrmaterpro;is C0F5.Al crowd.:ardor Dram-- 3ppp scale• m:scti n shA In Teguoed to tout on opal WTdr.ca IndF Sabai Palm 20'oa.hi_ remove / ♦ .. drawn bY' .lee Ian prbl M,baddranG to Sum to tblit;( Inch dtpet nec G Sabal Palm 30'oa.M. remove • EXISTR.Ns PALMS TO REMAIN E'L)T Ptwero pudlu b•Ft Al 3•spar. 4 bsan sue/Arad.Ord.5-:22t21N:1 _ N Sabel Palm 25'oa.hi remove \-/ ertdt)EacecinL etandord ----- - -' I Saba]Palm 35'oa-ht. remove _ J Saba(Palm 30'oa.ht. remove -$' EXISTING IfAtt5 TO BE RELOCATED Pm Podorarpu°'°a'DP!aJ!N• 4'hL.]4•spy ]o rev(slons• �• / �I'1� K L Avocado a!Palm 3 oa.ht.stump rremove emove .e \ Podaearpla Hodge ]4•oc. ® T.-z�-GS Tt?i %(.w' (S'"4i T+ Po01 P a•rjoply64 b•N.x 24•Apr. 4S A 4-O-no _/10•Q^"Ta.a..(-2"v$ M Strangler Fig 40'ht x 50'apr,5'caL remove (• •) NEW LOCATION 01°RELOCATED TREES r !(.des 24 too. Q T E N. Margo Tree 40'ht.x 30'ep,24°caL remove \-/ TRA TucMtaper,.,e,le--' b•rumen u 0 Mango Tree 45'ht x 40'apr.3ID'caL remove O carred0Ata JC•a AO epaner to wall i ware A E P Saba]Palm 35'oa.ht. remove • PROPOSED PALMS Elm Trach.b•parv.s utatlan 4•FLx 1D"six. IN ' Q Sabal Palm 20'oa.ht. remove Dorm Je•ew 1'cc L•L( I1 R Sabel Palm 20'ca.ht. sheet. - remove O r1. -`E S Sabel Palm lb'oa.ht.boated reaEove Tw TMp•tae,Harw.rc,a (e•hLx b•.pr. a T beagrape 30'ht.x 20'apr.multi-trunk. remove -i' PROPOSED TREES Pbrtd•Gall.Cara'• 24•oc. TO'••--:1 U 5abal Palm b'oa.ht. remove - soD .ecvldatle roll,fresh...4 k req. •----• • - V Sabel Palm 30'oa.ht. remove • • _ __ _ apse•• aaly A.rr D..aye.elg.aawe. P.Yore e11 wLa.;=•bdne.....• dt•.a. .«.Nam A..........edwag.rr.Iw..enwN A Lwd..��.•.Wlst wry.pact•.r......y� 4 M il,a 1tW er•nplwnFg wedn. M•pp.vrl mow.• n..ws npt ep l.. TM 1........... ,.PT•`•ofown . 0.aww...wa.r 7................... e;.•.w.ptsy.a rang N.b..etrtb.sore•.,w wrpfa r g..ter .lr. D`4'r a.r.aS �u t..co prOeC roamwwtelY6Mswa A Ter g.r.r el bl ,.•nw MI.r1t1w w,Br W.M'Wi M"w .w...4. .. ..dp'ww.r .For rood Wd.g Is mWs*•w..gnxr. Nnr...wr..r.s M oars sir•ee ra.i.l la'sta a.pro rd.Fs 1 w mptrrYglew brgF M•Pd••�•b"�tt.n grkMwrg.ny .ne rR.n...a....For N...�w..e...de...l•for •..+rrsprlaro�..aN"erns Tx.Lwebare haws. nw..b.L.r.g•l....am....a.e.a.r r nRr �'a.aw�r yap.........V'w•w xry..awrbey..n.. ••pa.21 ay w�.4easn lad spb.r..w Coops of U. ,s ie wlr..a r.wa. w6.la '•4'�•••by a.ra.e.p. . a wool�T. Ix Irond.Vow . far I_a..rn.... v. t.....• .'.lee gar* ELM.CS.war oyel lab San a ����w4:dx A T....t.pa.•db nr.San of wfp......ale S..M.a..d 1.1......r y 1... •boaa'r.aa I• pa4d bgFn ...soak rg4s.t e..b.ar 1•r oleorollr,eM R•.I.e. Ma..der,get..b par..eras. bar• .bwl•abrar wr......a.a.1OM.ce AlAt dbaas ob...roe -, rla.ie.wa n 1n... a y.'rrka•rah. a tt w�.lu a wp.ay.aL err Y.tla Use Ml...par..Al Ise-IbMw A or.G..... Ywre s. wM p+ae.g a..y Grewy'MIIi acre.j.u_a ! p-analraw.y faro .4'...p. 0�udrv..ru. ...................1`... ..ps...teley. ra TOE w a _ 4.g..r..d rw.,.y...n..w Poo el rFJ mn.�py..a..wrww.l..wnnr..l......w wt1...............a sy wee.F t.,a•ap. .ayn.aee b'rtol rill.aced woe. .tear wr roes fa-9 ....1..1.I.r4r.Wr s.yi'• •I..b..opalde I.wwp"^l.>.xa ayernva.b 7.a..........-b.lat * •"�•rw w s'..^s t.balt ell M+w. I..12. HE 6LLL D4 ..P.a.Ld.DfiN Rea treartI..x r..an. .r..e a .1........t •aro .'St lose.w.g.b e9r >�w..'g..e.wMrr L.wo I.l...a. a l ots................. .a. n.of..5..1.dta M.,a .....mrgwl..I...p. r.•pe.4rmr•.v••a.n dye ^A.. pryr.nay liar..wag soap Wr co.t_at.p.«warts ago date t haw..n as M MrM O. .'5a_.eo.w wi4...a.wawq unil..F I. I.V. r•... ..d•a ptr, and.repo.rru.111. a••M rd gry.y*Is beam uy w sp1....a Oil. r d...gd a•Am a faS.lobar t ow n.p.abn 4 •eapla••a•.d M .tTY >a of I.w. NI.Ce .. .a.p.n.rd wn.�pr..4aEg4l.e•e sew •••'••'rP• .Pp•^+•t .c ..sg, I.Pt.Iyvtlrrw.e..wa govern I..ref.ee.Flaro,p .....41.1 and ~fir rM.brt...rRw p.Ga v.w.IrN9 ge..9 moor.. A.e�r.. bap....taw e.ewwM .1.. lb- ];a• •f�a of ma•. T. W,rats..Ara ten a...r u.T 0111, apen.br.rs a.Sp.oln ,vpn.•.u. P.M.• t paeruYr•AN.Ir r: .............u..+w•.wnr.r.w..... eMwp.e.i.rnr.ge...g.nil sloes w.t p.e4d.wrrya f!.]r ]v aa�w. • p.mit.tranpeete a.e.r.gr...l.p.p.uar.b a.. ,tt 1..rotor c.o.or..taYw ND..sad al penw.N lest.pte.pro..nil. 14b1.F nerve u w own.re.M H war nelnSen..idw.olfa. a pal...w a r0=1:.na s•r.• entl..Far xa ema...r.,4w...b...re.. �'•r�beInswv3 alt_w+e ed..w.erwl •••axed o4>e!. pr of Om w`ms.•e,.pw..'a. F.'s bra. T.PLq MALL44.erw.n+p..aaw�.Mipa4.. It..,.^ aTrotactt Oat w woos.hae..u...rat rd.»wry is-S s#• war at w. ....4yp Nil....and sop owl,.44w.aw�s. 4'•on'» er of.. Fwwre d aswr pals. 4. .r.�W .rw �.4.... ..... . Is T" e4...era a. ..ears..rry .a a f.nr S. tea a r.. a+`p ..goer. 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Mlespae. Ore.r see.Yew et rr`-•O...w gr•'rr�r` sheet.. Drs•P..tt....t rows L--- 3 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owners: William T. Hatcher Authorized Agent: William E. Hatcher Project Location: 134 SE 1st Avenue, Old School Square Historic District HPB Meeting Date: June 3, 2015 File: 2015-157 ITEM BEFORE THE BOARD The item before the Board is the consideration of a waiver request associated with an approved Certificate of Appropriateness (COA) for the demolition of a contributing structure on the property located at 134 SE 1st Avenue, Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property consists of Lot 16, Block 70, and is located on the west side of SE 1st Avenue between SE 1st Street and SE 2nd Street within the Old School Square Historic District. The 13,150 square foot (100'x131'-5"') property contains a contributing, two-story, frame vernacular home built in 1931. The Florida Master Site File survey notes that the structure is associated with the developmental history of the area that occurred during the 1920s. At one point, a boarding house was established on the site which served as a destination for soldiers en-route to Miami; a barber shop was located in the one-story wing on the south side of the building. The historic structure has significantly deteriorated over the years with dry rot and termite damage to load bearing walls, the foundation, and the wood framing. As a result, in September 2014, the subject property was cited in violation of Chapter 100.10 (Individually Designated Historic Structures and Structures in Historic Districts) of the Code of Ordinances, which states the following: Structures that are individually designated as historic or are located in historic districts shall be maintained in a secure and attractive manner. All defective structural and decorative elements of such building facades shall be repaired or replaced in a workmanlike manner, to match as closely as possible the original materials and construction of the building. All exterior walls shall have all loose material removed and patching or resurfacing shall be accomplished to match the existing or adjacent surfaces as to materials, color, bond, and joining. All cornices, trim and window frames that are damaged, sagging or otherwise deteriorated shall be repaired or replaced to be made structurally sound and all exposed materials painted, stained or otherwise treated in a consistent manner. At its meeting of January 13, 2015, the City's Code Enforcement Board required that the structure come into compliance within 60 days or be fined. The Board Order (see attached) states, "the exterior of this property needs to be restored and preserved." However, during the hearing, the poor condition of the structure was discussed, including the strong possibility that the structure would be demolished. Subsequently, the subject COA request to demolish the historic structure was submitted. On February 3, 2015, City Staff including the Historic Preservation Planner and Chief Building Official (CBO) met both the property owner and contractor at the site to review the conditions. Due 134 SE 1^'Avenue:COA 2015-157 HOB.11i=et ' June 3,2015 Pea;2 o=3 to the structural insecurity and unsoundness of the building, the Chief Building Official declared it an "Unsafe Structure". Subsequently, the HPB approved a COA request (2015-090) for the demolition of the contributing structure at its meeting of March 4, 2015. However, pursuant to LDR Section 4.5.1(E)(7), Demolition, the approved demolition cannot occur until the building permit is also issued for the redevelopment on the site. There are no current redevelopment plans, and the property owner is now requesting a waiver to permit the demolition prior to the issuance of the permit for the redevelopment. The option to request a waiver was presented to the applicant prior to the submittal of the COA for demolition. However, it was not submitted until after the demolition request was approved. The subject COA is now before the Board for consideration. 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. STAFF COMMENT: As previously mentioned, the HPB approved a COA for the demolition which was based on positive findings with the LDRs. 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 4.5.1(E)(7), Demolition, demolition of historic or archaeological sites, or buildings, structures, improvements, and appurtenances within historic districts shall be regulated by the Historic Preservation Board in the manner described in Section 4.5.1(F). Demolition of any structure, whether contributing or non-contributing, shall not occur until a building permit has been issued for the HPB approved redevelopment. All structures approved for demolition and awaiting issuance of a building permit for the redevelopment shall be maintained in a manner similar to that in which it existed at time of application unless the Chief Building Official determines that an unsafe building condition exists in accordance with Section 4.5.1(G). STAFF COMMENT: The waiver request for the demolition of the contributing structure has been requested to relieve potential buyers of the property the financial hardships associated with the property, such as code violations and fines. The request also noted that the granting of the waiver would not adversely affect the area and it will "also significantly create safe and secure site" for both the property owner . and the public. 13415 15'Avenue: CQA 2C15-' pp Juke 3,2Q15 Pao•er 3 or In accordance with the waiver criteria, the Board may consider that the neighboring area would not be adversely affected by the demolition given the "Unsafe Structures" declaration by the Chief Building Official, which may also be considered in whether the demolition will eliminate a potentially unsafe situation for the public (i.e. trespassers). It is clear that an unsafe situation exists for the property owner, as the structure should no longer be entered. The Board must also consider whether the granting of this waiver would result in a special privilege to demolish a contributing structure prior to the approval and permit issuance for redevelopment on the site, or if a similar circumstance came before the Board, that the Board would treat it equally, given the "Unsafe Structure" determination and the desire of the property owner to demolish to better assist in the sale of the property. It should be noted that historic preservation has shown that all structures can be rehabilitated and/or restored, regardless of the amount of deterioration and neglect. Based on the above, the Board must determine if positive findings to LDR Section 2.4.7(B)(5) can be made with respect to the demolition of the subject contributing structure. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the waiver (2015-157) to LDR Section 4.5.1(E)(7), Demolition, to permit the issuance of a building permit for demolition at 134 SE 1st Avenue, Old School Square Historic District prior to the issuance of a building permit for new site development, 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). C. Move denial of the waiver (2015-157) to LDR Section 4.5.1(E)(7), Demolition, to permit the issuance of a building permit for demolition at 134 SE 1st Avenue, Old School Square Historic District prior to the issuance of a building permit for new site development, 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). RECOMMENDATION Board Discretion. Report Prepared by:Amy E. Alvarez, Historic Preservation Planner Lic.#CGC061503 HATCHER n CONSTRUCTION&DEVELOPMENT /f/L_ ---J-, APP, �1 2�1� � J , _ i La a�ZO,h1lNG City of Delray Beach 100 NW 1st Ave Delray Beach,FL.33444 Re: William T.Hatcher 134 SE 1n Ave Delray Beach,FL.33444 04/14/2014 Dear Historic Preservation Board, We are requesting a waiver for total relief for the property located at 134 SE Ave in Delray Beach,FL. The owner does not have a redevelopment plan for the site as required by Section 2.4.7(B)(5). We were approved in February by the board for the demo of the house,however a wavier was not requested at that time.Mr.Hatcher had been in contact with potential buyer,to relieve him from financial hardship that he faces with the property with code violations and fines. If the board grant this waiver,we believe it will not adversely affect the neighboring area.This waiver will also significantly create safe and secure site for both Mr.Hatcher and the citizens of Delray Beach. 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"4dlt s 0 p f a r �yi HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owners: David and Vanessa Spector Authorized Agent: Brian Ritchey Project Location: 248 NE 1st Avenue, Old School Square Historic District HPB Meeting Date: June 3, 2015 File: 2015-146-COA ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with the new construction of a one story addition to the existing, two-story contributing structure on the property located at 248 NE 1st Avenue, Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the corner of NE 1st Avenue and NE 3rd Street, in the (OSSHAD) Old School Square Historic Arts District. The property is located in Block 66, and incorporates Lot 9 and the north 25 feet of Lot 10, together with the east 8 feet of the abandoned alley abutting and adjoining the west border of said Lot 9 and the north 25 feet of Lot 10, less and except the east 5 feet of said Lots 9 and 10, conveyed to the City of Delray Beach for street and sidewalk purposes. The property consists of 0.24 acres. The 2,859 square foot two-story Mediterranean Revival style residence historically known as "Villa Abrigo" was constructed 1925 by builder Irwin Sinks. The floor plan is irregular and the front entry has an open courtyard adjacent to an elegant arcaded wall accentuated with cast decorative columns.At the front elevation of the residence includes an exceptional large scale arched window located in the north wing. The residence is constructed of hollow tile and the exterior is covered in textured stucco. The chimney is located at the northeast corner of the residence and is capped with barrel tile. The roofs are comprised of flat and gable types styles, the latter surfaced in red barrel tile. Adjacent to the alley, (rear) of the property is a one story detached residence that is approximately 540 square feet. The current request is for an addition (435 square feet) and a covered lanai (234 square feet) on the west side(rear) of the primary structure.The building addition footprint measures 18'-0" X 50'- 0" x 11'-0 high to house a new kitchen, pantry, laundry, powder room,family room and covered lanai. The stucco finish on the new addition will match the texture on the main residence, and the new hipped roof will be covered in barrel tiles like those of the main roof. In order to accommodate the addition, demolition of the old kitchen, dining, pantry, laundry, and rear patio are also requested. The majority of the demolition is interior, with the removal of a later addition and open patio with barrel tile covered roof. Also proposed are a new swimming pool, an open wood loggia at the west end of the pool, pavement removal to allow for more extensive landscape improvements, new brick paver walkways, and new 4'-0" high iron gates added to the existing block walls surrounding the property. In addition, the removal of five large ficus trees is proposed with mitigation based on the City of • 248 NE 1st Avenue;COA 2015-146 HPB Meeting June 3,2015 Page 2 of 4 Delray Beach Mitigation requirements under a certified arborist's assessment and direction with final approval to be provided by the City's Senior Landscape Planner. The subject COA for additions and site improvements is now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the OSSHAD zoning district shall be developed according to the requirements noted in the chart below. As illustrated, the proposal is in compliance with the applicable requirements. Requirement Existing Proposed (Historic structure) (Additions) Lot Coverage (Maximum) N/A 22.8%0 28.2% Setbacks: I Front (east) ; 25'-0" 25'-4" 25'-4" Side Street (north) 15'-0" 13'-6" 13'-6" * Side Interior(south) 7'-6" 11-3" 11'-3" Rear (west) i 10'-0" 62'-5" 53'-3" *Existing legal nonconformity STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements for the OSSHAD zoning district. Therefore, positive findings can be made. Pursuant to LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas: Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10') to any property line. STAFF COMMENT: The site plan indicates that the proposed swimming pool is located 10' from both the rear (west) and side interior(south) property lines. Therefore, positive findings can be made. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. LDR Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. 248 NE 1st Avenue;COA 2015-146 HPB Meeting June 3,2015 Page 3 of 4 (E)(2)(c)(2), Minor Development: The subject application is considered Minor Development, The construction, reconstruction, or alteration of less than twenty-five percent (25%) of the existing floor area of the building and all appurtenances. STAFF COMMENT: The proposed addition measures less than 25% of the existing floor area thereby classifying the request as Minor Development. (E)(3)(a)1.c., Buildings, Structures, Appurtenances and Parking; Fences and Walls: Fences and walls over four feet(4') shall not be allowed in front or side street setbacks. STAFF COMMENT: A four foot high iron gate is proposed at each side of the residence, significantly setback from the front façade, thereby meeting the aforenoted regulation. (E)(4) Alterations: In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. (E)(5) Standards. and Guidelines: A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Those applicable Standards are noted below: 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) 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 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 the visual compatibility standards provided for in this Section with regard to height, width, mass, scale, façade, openings, rhythm, material, color, texture, roof shape, direction, and other criteria set forth elsewhere in Section 4.5.1. Visual compatibility for minor and major development shall be referenced in Section 4.5.1(E)(2).Visual compatibility for all development on individually designated properties outside the district shall be determined by comparison to other structures within the site. STAFF COMMENT: Overall, the intent of the Standards for Rehabilitation, Guidelines, and Visual Compatibility Standards have been met with the proposal. The proposed addition is to the rear of the historic 248 NE 151 Avenue;COA 2015-146 HPB Meeting June 3,2015 Page 4 of 4 structure and will be delineated from the original building by a new roof plane and small offset of the building plane differentiating the north elevation. In addition, the size and scale render the addition subordinate to the main mass of the historic building. Replication of the stucco siding and roof material creates harmony with the existing historic building. The addition does not obscure the basic form and character of the historic building. However, consideration should be given to enlarging the size of the new double window on the west elevation and this is attached as a 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. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-146) for 248 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 meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the Certificate of Appropriateness (2015-146) for 248 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 does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the. Certificate of Appropriateness (2015-146) for 248 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 meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation subject to the following conditions. 1. That the proposed new double window at the west (rear) elevation be uniformly lengthened to complement the existing windows; and, 2. That the removal of the five large ficus trees be examined and studied to determine if all trees have to be removed or just the decayed tree(s), with a note to this effect provided on the site plan, with final approval to be provided by the City's Senior Landscape Planner before permitting. 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A L I 3 • I. . IL ADDITION TO THE "1:7 . III ZspEcToR RESIDENCE ......: ,..,.. , (�� Z 2/ tvi c) rz4 : W 1-14 248 N.E. 1STAVENUE QZ E._ W ( w . .„.. z ,,, . DELRAY BEACH, FLORIDA . . - - o N _..., . W • U al W a. 0 a . ,_ • 4 8 - El x sot". E e E • m 4 X 3 oc`t8< - m a 14 • • t, - zf PROJECT• ISLII • INDEX OF DRAWINGS DATE APRIL 142313 SEEM INDEX CV SHEET' G NENA ES NOT ON _ • SIZE TONGFLOOR OO PLANS CONSTRUCTION DETAILS AID �� F7C75-@IGFIAOCPiANS _ A2n =STING ELEVATIONS All .. HOSTING ELEVATIONS A22., DEMOILAONA FOUNDATION PAN$ AID COVE&SHEET flDOYtFBAIIBNG PLANS A4D II.EVAT1ONS AADDIITON SECTION 1.5D ELEVATIONS A51 ELECIIIICAL ELAN&PLUMBING=VOL ALS DIAGRAM AA26000640 s s • REVISIONS L 2 2 - �T� 7+� L G�E7NE�(NO;'t1 NOTES G/dvNi�D.rAFER SAd®,6E1000 NOT LESS THEN!a KITS AND DRAINS SHALL¢E N PLACE IMMO coo E FCrRICAT NOTES: S - AND SPECIFICATIONS:A 110NS: SOWS SERE 50.T .F00.OE 0S°ANSIOL JESTS,GEAOS, FOR O50005 APO SPECIAL FEATURES OMITTED ON THESE 4 - ETC.CAERE NO AS NILH PREPARE AID CANON N PLACEFCR APPROVAL CF ARCHITECT;TREE /VARYTO SAMPLES FLAYS.SEE AROI}E[:iVRM_ANIDIOC MEONANIAL DRALKA L ALL.WORN SMALL ME DOE N ACCORDANCE WITH NEC 2004 EACH FOR 05 20WiPG TEXTURES CV n•SCO/ffD 10373. D• S. TOME CONCRETE FFOTEGT1O[FOR REIFOR:P M[a5. 2 QC TS R IIOI THE COtE MESE CF niRS SOHEE RE d DNS%ECTED RIOSHOOT EVERY TOM L'al DETAIL ALL. L . STUCCO PENES STUCCO SHALL CONSIST Cr r0RRND FOOfEi'd.S' BB.MtSG RL• 4x801D NABS. P T11315 FOE A C20OLPTE ELECTRCC4.SYSTEM AND PROVIDE ALL R CUIRE HTe ABBREVIATIONS CE EN3 DAN A AN COVE[U CIRRI PER SACK CF CRIME CV ToECI5.ART FOR ECWPTENT TO BE MANED N PROPER OROA OVER ILTI t E CDRC OF THE P'RL!`Sf SAL D TI E VDER E DIFEGTIIR 'xC*LPIF•QC MEAL W4TQC16CFKA COMP S. TRIED_ARE[07. O:CELLLe FELLED VERTICAL ON CZ�KTETE AND OIE[V S. PEFFOI11 ALL CORK ET A LICENSED ELECTRICAL OPERACTOR N A FIRST IG . O TIE GENERAL COTRACTOC AND 8 TO t¢PERFORMED I4 C OMENTR(CORK SHALL CNBI5T.N GENERAL OF ROOK AS MISER 5 ROD CCN[SLOUS FROM FOOTS TO TE BEAM PEE. ILIA WDROINL6CE MANNER THE CCAEIED STDTI4T NULL TEE NJ.T Bl'FEVERS.VARCB CONTRACTORS TO 0101 TIE 6.>r:FAI. EEO NEWTS oss NOT UPPED TO THE Oto.DFo FRAPPE VIDE[LtLOt s POOL N PCORRS FOR EACH REEM ITERATIVE,AND ACCEPTED TO THE A%HRIKT AND/OR QSER CCMRACTOC MAY ALLOCATE I E vA0O5 PARTS AS CELL - VEST ORf 350 NIEJESTS/6D AS CELL BE SET FCEIOH M THE WALLS ROCA&RHEATHPY LOCO SOX MOOD net[COTS 4. COO2DFUTE ALL WORK URM ORER TRADES TO AVOID INTERFERENCE LORE TIE .. AGREEMENTS TO SE MADE EENEENN TE GENERAL INTERIOR AND FMFR)Ot7 WORMSTIDDRY•,FOR PARTiTIFtS, 10. LAP RE1.O�N'STEEL J0 EAR D1At1ETERS moot s N• CONTRACTOR AND PARTIES DESVlATED BT NK IMMSE.DOORS,AND APT IMAT1OI CF HARDWARE.ALL SCE& P�Yrax maimlrtlRi P/C C6Er.00C R51 NOR TTTES,COALS.MO SPECIES AS VOX NSTALL AU. e 2 TIE ARCHITECT It4s NOT SEEN RETAINED FOR THE NTd2ERS AS SON N PREFER LOCATIOO,PLINK Aw THE WOOD BEARING WALLS: 5. PEET ALL STANDARD IBOII/ 0415 CF ELECTRIC COTANT AND TA - RR MINE RBI Tba AR MOAN s OU•ERNSICH OR THE ADMNISTR.ITCN OF THE EXECUTOR CF LEVEL,LSE AND PLAN.SEOdEl r FASTEN AR,ANCHOR CITYAM FOR TESL NSTALLAIKK V ALARM MOLD ICE 101 MORE Q THIS PROJECT. WALLS TO TIE CONCRETE SOLE-TOTE.AND ALL MISERS TOL PROVIDE I X 6 STUDS AT 16.OG INLETS OTIERICSE NOTED 6. ELECTRICAL CONTRACTCRR TO SI7E AW VERS-7 ALL SERVICES TO VCie A1O ►.•ve.e.•.c EACH OTHER TO MOOSE FILL STIATEXTH AT JOINTS USSG FLAN SERVICE ADI pD11fOAR4/EDrto.T IL L[t4 PROPO NO 51710 M NLSTBtN'N O[ZDER TO ENSURE 2. CAI DRM@Cd PROVIDE 2 X 6 PT.BASE AND TOD[])2 X 6 55 OM NC EX MAX OWL i TIE DRAINS&ARO TIE NO[ATICNS TIESECH.SHALL APPLY 1¢GOT'Cr TIE 5120 3TltTE. TOP LOSE Of1FAFx NOTED.PROVIDE A MOOT OF 1300 1 PROVIDE ALL NEW MATERIALS 175.6X l600101ER5.4O INICN LABELS, ADO PROM IX aRECILI C _ . TO THE R ORC CF WS TOLUELT AICJ MOLL LE CARERLLT IS)2 X 6 AT ANT OPENSGS N MARRS WALLS N W4CH OD CORE A•S•L.CAELE AI REX AI motREVISED 57 EACH CONTRACTOR,AND EACH CLNIRACTOR 15 T CO=CO ROOF TOSSES SHALL EE FABRICATED ETA TANK COOITIW IS OCTNOT CALLED FOR OTT SIN 4 OCR IIISHALL COORDNATE TM NITRIC U134 OORC GP ALL OTHER APPOSED ET THE LOCAL}RISDIL'TICN4L COATED AND THE O. MOM ORE 612E SHALT_BE 14 AEG.COLONS CONTROL LOTTO AR TOM IB: I01211005 CONTRACTORS.THE GENERAL NOTES/WALL APPLY TO EACH ARCHITECT.1R)SS SHALT.BE DE E DESIGNED TA ICDE EXTERIOR #D 5. ALL WALLS AND INTERIOR STD MALLS AS NOTED OLEOS OTHERWISE TOTED,ALL C MAL L ALL BE COPPER S0TH THE MN TOM ICI POOP OEM - CONTRACTOR I- 56IOLR-ENGINEER MN OOP DRAORY5 AND STULL EE BRACED CO ICGAMGALVA/CID METAL TOTS PE LATICN. - CA LATIOe ELEMETED TO AND STRUCTURAL ON A V FORT FROM EOTTOi TO TOP PLATE ATTACH TRACES p ONO w Iofl11R IQS6DR0 L l EACH CONTRACTOR WALL TIE RIESIXNERLE FOR MO EERFOR APPROVAL T1SOR TO FAORICJTKN. TO TOP AND EO11O7 PLATES AM TA O C)IL PONT IR a S. ALL RACEWAYS 12001ROl6D AND/OR LARSER TON T N DIAMETER SHALL.ME CIL/DC OTC RE 01114 CCNSTRLTION MEANS,METHODS,TEO►EnED.SEO81CF54 RR MER'SDIATE LAWNS USE S 5ENNY NA5_S SILVAN®ROSE STEEL COCAS CR SCNEDILE A0 PVC ALL OTHER CDC COT IC MT R CC6UE - Aw PROCEDURES FOR TEAPOT PIECALITCB AND SHALLMEOW. - RKEWTS SHALL army LOTH GO5 ERRIte COPES. DL CEO 4 IFIHO 20. WORN NULL NC11DE THE RAd4SNSY 1 I NTALL'S Z _ CQRT NTH FOC SECTION 54 OF GALVANIZED STEEL R66ER5.SUDS,AOXIET1CJd SEALANT. 1 LF SCRODS^'•L.S PROVIDE TOROCANE T CLIPS TW AND EOTTOI TO EACH STIR 10. ALL RACEOIATS ND rpm 5PACt5 N OR TIM ANY CCNOSTE 5.55 SHALL BE Cl DRM II¢ m OS FRODUCISCF US.G}P5M OR COW-AND THE ONFACSC.OF SPACED A TENON CFSDW1THO CF THE LARGEST RACEWAY_ CA COLTER N COAL DIME AI HTEIGORS CO DTBBOR PLASORT MALLS OC ODOD RNpt- A ALL WOOD!EOM JD151&STOKERS.MADER3.ETC TO BE COC RECITE cc a COME I�1 THE MOOR LT CDOD EXTERIOR ROL&AND NTDSER T Od1M FORDO XL L PROVIDE CPq RECEPTACLE AT BATHROOM GARAGE AND QMB=RECEPTACLES �1 PARTITIONS 00 205 u-.S DRYWALL NULL SE U5.GYPSUM CR COSTA [>7161RSIO1 ODIC W15TOC -Y 5. ALL M4TERW!NULL re MS AS CALLED FOR N THE NOIE6 COW-[STMOAPD.FRE-CODE,OR 11001INE RE5ETA E AS C. PLO ELECTRICAL-SERVICE TO 0ULDIS TO BE UDERGROI4D. OAT C 95505 OPP WFC91E P-I AND DRA65Y4 AND TE TEST CF THEE R 171507IVE ICw4 AS REED.BYCOVITIONS SSDOF32 Cr TMOG@16E5 NOOK TRUSS NOTES: COOL O00011 cc OMRCI NO NIO5TRUIIOO NULL LE MADE MT CCNTRACT0R5 UNCUT HAVES TAMED EDGES..APRIED MIR LB4SEH5 VERTICAL Ls ONTO G 1..-'M1..3 SHALL HAVE TOTTERY BACK Up AND MIST BE NITER.CFNECTED O come 11E MT FR 7011 04N5TTUTOB OTC•• 50114L•PRODU POOR CRITTER APRROVAL OF TIE CTS D C A5NEEI3 5000 TKO NSTALL WN1LEO.AF PER D GENERAL/ LATH BATH OR!ETCHER LOTTO CIRCUITS HEAD OF SRTOi T MO(43 00 NO �O LISTED AND APPRT•ED BY TIE AR3VTE T PRIOR TO JCRGS SIC41 K TAPED AND SPAOALED 2156E TEOR00ES A 1 WCVO TRUSSES,EACH ARE F4MSC4TED BY A LOOSED 14. ALE AR1 MOAT ON ALL®ROCS CURETS NC.ID►G _ TEPARTOT POW _ CONTRACT OWNS. AU_MATERIALS SHALL ISE CRLDERED A TOMTIT FASHION AND OILLOSI 530071ME REAIOI FOR N CATIMKN Cr SPA00.6SS ET SPRAY OR ROLL- DESICLI F'I�TAI®. MCA®lRD SEAL®1ST A is4L1TEI✓m TIE R��T[AC-E5.LIGHTS.FANS,AND•J1CRE DETECTORS Od DEAL X. XEL W ra N0MCN.6TT DELAYS FORFATERAL6 611.113E SOLE THE SE ER TO ALL CLLIEOARD T ERRACES A COAT CF JOINT CO OSD. Pp.sFSw+AAO RENTER C AND THE 2ECJPCAIIOD HALL Cr PROM RA001 SIT Mart W . 47y - /ES[Y180L)i1 0 DETAIL.11050MRACTOL RNR postman C'TIE ORRES PEAL COATI. TEEIM E PREPARED AS OTL6ED ET TIE 144T1CNUL DEN A m=EX RL RB E.: CR ARE FEASTNAELT OUT AS MIX 50011RED FOR WON romou I op. 110S.E1IA ERCAN N5TI1UTE TIMER CONSTRUCTOR FASTEN-TICPAS FOR OMENS GRADE LOSER 00 ITS TR DON PO FOE _ FFes�-. A P1LOF82 AND COMPLETE NITALLATV?L THE MATERIALS. 2L WOO DOORS NULL BE O'TTPE6.TnO2ES5FS•GCSE AND (LATEST IEN6IOO AND•DE5CN SPKEWJ.TIOG PER THE LIGHT /--1 MOODS,AND WOROIATELOP SHALL COFOW1 A6 A me se CCNSTRI CT101 AS STOOL PLUM NTER/CR DOORS ROLL BE PETAL PLATE CCHECTED LOCO TOSSES,MY TRUSS PLATE B OR 515 RCS FER SORE RA SORE TOOT E-/ P SOLD CORE 411E PAST GRADE WRO6DOD FACTS SI-POD Roc G'C^S TOTE 7T11C-N OR PARS CF THE MO PETAL TERRL1Y41OIf NSTINiL O EC( TO IISmfE TOES s101 �l COS�XQD6G PAW6 O THE MODEM I44l50 WALL HAVE 50.D WXO STILES AND Radio LUTE TRAM _ TOME ^ FLOOR GLOM PILLS,ALL INTEGRAL N TACKK£ 2. THE DESIGN AND 6110P PROMS,AS NELL AS THE FABRC4TIGN I�-i W C•FAINT GRADE ENE MR,OR COAL DCEROR EMR4TKE IS (35. ID10 art OTTE 6�'/��1 FTC - b. ME GENERAL CONTRACTOR TOLL POOH TO THE JOB SITE DOME SHNt BE CONSTRUCTED CF SOLID OECD MEMBERS AND AyT•ROVAL MISSES.THE A��RA9GEEER AT ALL TEEN A� E C 0R ET E51®tOQ vI W CERTAIN IOTONBI AND L.ANDRY ArPLINIIC€SSS.MOTE RG PAIRS.ALL MOOTELED EMI WATERPROOF GUS DESIGN AS B WPM Ell W R C5 WOOTURE AID MMHG.BATHROCTI ACCESSORp AANDPMEDICINENCSN 3. TIRE HNDL6CL ERECTION AND FIR R MDI OF ROOD TOSSES SHALL N OmMSO ION 10032-10010C CHE STS.THESE OH BE PETALLED BY THE CONTRACTOR SOBEN ACCORDANCE 541 TIE SPECVICATIONS HOPED ON THE 515151 DESIGNATED ARO TEE NCOS•ORATED NM THE VARIOUS 22 CLOSET DENTE BY OTER GONER DES1O1 DRAWPCd CF S40 COCO TOSSES. M /O VP OT m1151 EMIRS N ACCORDANCE Uhl THE FE PRETOTTS CP TIE B©T Mal IOR� m MO IEv� N TRADE PFAITICEA AND RELEVANT CODE REaaRastit 4. PASSE AND COFACTORS OF MOOR TRUSSES AVE GIRDERS • m DISITC OFK O�1 01* -- MIST ACOM0OATE AC OCT■MR� 2 EACH CAROM R OR r5RTT DIAA EN ON TIE PIS54 25. ELOPED WON OH41 BE CSPENT TER'OR CEDAR SHOE AS TX TOR POI Am L O W SHLAIt.CARRY CORKERS CITP'DLS4TKN N wIr APED W/.RZCiEOTERAI.DRAoONYd.TILE ROLL BE N. 5. AC CNTRACTOR AND MOOR TOSS 1VNTACORER OAHU. E}`�f`.1 Q STATUTORY MOMS,LIA91.RiMf,WETLY MARRY.AmawSdE SIAL L m N CN'0I¢1ANiTS WTII TVAaFac 1.505 REDcn- COOIRON1TE TAMS EFFORT- • RR nTOE 0 SOF MOO EOM AND OTHER N4RNC>e N A•'IOIIIIS AND SCR MOODS 1>DD®NSTALLATION SP'EO'IUTONS AND ALL APPLICBLE W _ 5013FACTORY TO WE CENTRAL CONTRACTOR.GERMS-OCNS 6. TRUSS DETA25 ARE FOR CLFFGIR4TKN rUR•0SES CHI-T.DO OF SEIIRARCE SHALL BE SUT0ITED BEFORE CITNENCw 0ODAY•CpEM. S.I5a TILE SHALL 1 NITALLED OVER TOR FUODcoLf S[0 EEO - OELATERO•^N^^ ROOIG PERT DRY'-N NE]'_T..ND NOT SCALE FOR DESIGN OR ILWFACTIOS MARTOSES IN PAT VET C CNT FREE _ ELL E T CARRIED BT THE MY LEI. OE LATER CP SELS/5OL NO MOPPED RD:XS FELT ORTIN 5005 COITRAGTER.5TIEPUREST RS.Ni ALL ewers LEI FO! SS MA CPTRKiOR&NmCOTRACTORB,AND ALL ewers IMAGED N rRANC.AR SIREACE.®AR SHAKE MALL eE WTALLED PLUMBING NOTES: Lx Dq 620 5r MAR Cl) PORTOB CF THE LEEK NEAR.NDETNFT AND SOLD H4R LESS OVER I LATER XI6/5O RC/CMS FELT DRY N NE:T TN cur COMO SPEC 0500 THE GENERAL CONTRACTOR Aw ARCHITECT AND M5 CAPPED.SCENT COLOR SATIMES TO ARCHITECT FOR L mete SLOPE SHALL LE TO P'@tTOOT. C OAS 9P1 9VOO U CONSULTS HC.6Q�%AID TEJR AG8Q6 AND E 111.01 b 5M'PLN3 O ONCE 50 "ORE FIST?AND AGAINST ALL CLAMS.DAMAGES.SIT*0 LOSSES.SaTJ.DRG 24. MALT LP ROOM SHALT-OE 4-FLY OMH FEESOLASS FELTS, 2. ALL 5 TOMANSHI5 AND MATERIALS NULL 15E N SECT 0P MPRA ET/ s51DRm DEATH AND AND ERQ'l3ER:4 FGJO►G BST NOT LNmED TO BRi3EN MO GRAVEL TOPERS OF M0 YR ECDABLE COLEY ACCORDANCE WTH APPLICABLE HA11OUL STATE LOCAL l Rai ® S05. OOPS ATTORETD PEES ARBeG OR OF OR pESIL.TNG FRO,THE OFNG-CORM 1•EICiMLr 4f PLC.OR B�14L 2LOR5 TO LE CODES.FOES AND CDN4N1-E4 P7>sCR7A�E TIE Ciol6C :SELECTED.SALMON NULL EE C O0{ORIRY OR EQWL • _ 4 FACT GQORdCTOR MALL i1M.2 ALL ARRANY•@M@ITS FOR ITIEERGLASS BATS ONO•R•VALRES AS INDICATED. 3. MATRIX AND C AMOR-1 ATIC DO NOT 5CALE FOR THE EXACT RE � 50 SOAP lOOATCW OF MOMS T5P6G.ECSRENT,ETC 1A IN00MR. SR SOTOSLEP0®OETAN AND PAT FOR ALL PER5T5.TESTS.PBPECTICW,AND 25. PREMED 0ODT05 AND SLDAAS GLASS DOORS SHALL ESE PET • APPROVALS WORMED RIR MS PORTION CF RORC DUCTS OF AN AP5RO.'ED MNAFACTNNC ALL PS•BER6 HALL 4. ALL O OS%MALL BE COCRDNATED ETA OTHER TRADES TO K 00sTS PM HAVE RIM N COLOR SELECTED.15fT50 OR 0006G 4.OD 1.00 00.0 METH THE TRTGRE5e CF CONSTRUCTION 1MC 1000PIOIWC/ TLC ACE!EOM S MORNY88[T6 AND PATMSIT PER TEMPORARY ELECTRICITY, 0017 0I3 FOR WATER r0ETR4TICN.FMLIRATION AND R GRIM M. TOOK FACILITIES. NNnn EATER.TOLETFACILITIES.5001 ID R i, S A BARRICADES,SECU ITT. mac LOAD 0LL A APPLIASLE ILODNIA CODES.AT EACH 5. VENTN.LOCATION.SEE ELEVATION AND AU.EMOG ST UTILITIES PR1R TOT REA T THEFT®LE .p AND CLEANP SILL 5E AS AGREED APGN N TE AGREEMENTS MOVABLE DOER OR ENDOW PANEL PROVIDE A FRAMED VNTI. PEER TO 0i3IR0 GCE:R:ACTIO.ONTO FI06E£R CF ANY STEET GENERAL CONTRACTOR AID C 4115 R 40TO Pff ®Cf OOINIT.S 1 DECEPANCPS IP IIO5w 11oI TNI DOT FMB 1510FI1 Q _ C 01�R TAPS TNBSR O - RTG. EO PMENT AND PRICE!CF A TEMPORARY'NATURE RETORTED 26. GLASS SMALL EE MOAT.TOTED WT11 5H4Dw COEFFICIENT CF 6. MOONS CCt7RACTOR NULL FLENSH AND MOLL A/C PO. N OE PP OM FORTE CNSTR CTOC PR LESS AND FORTE PRTECTIO1 T CAT.d 5/6•TEMPERED TOR OPERABLE GLASS DOORS FOR CODEI6ATE DR44 AND TRAP.SEE AFC PLANS FOR LOCATOR RE Po mol 1E ORDEOL N CF TE SOMERS BSAGED CN THE PRLECT AND FORTE MOOTS GLASS MALL 5E AS PRESCREED BT CODE FOR CF RHOS NO IMMO CODE18ATE DR4N SHALL DE WEEDER PO IB0A[-WBIAOC U. @LLOPE L U6 MIBLI,M C-N.0-O%STAGW PLATFORMS,RNIATS,NCBT& SCE OF LIGHT.SASS TO EE=EAR TFRED LME55 OTHER- 40 PVC. R MOOT PA 5504 [a7 D GUARDS.RAOIGS.OFBSG./.0 Tu.ITO,ETC)STOLL L'R! F n ..- MENDED,ERECTED,ER CTED.AID MOONED Err TE VARUCUS XSE SHOW TEMPERED TUBSN..A•S SHALL LEE TEST Ohl ANSI-T E SOC U M CONTRACTORS N 4CCCREANCE MIA ALL APPLICABLE TIT.[ALL GLASS AT'RNB:NSICRER6 TO LEE 14P1TL•DJ 1 ATERPLU DIG CACRO AT 10 HALL VERFTPRIOR TO ALL SPACE R RAD CNS OM TA5E0 SI REPO MECO 2$$ _ 0001E CITES CMRKTDIRS ROLL OBTAN AND PAY MD DFEIBINS AT JOB SITE PRORTD PABRCATION AND HIM LW¢R IN NB 1MDB N i•I C`' 8 FOR TIRE CODE RE ]Z MOLDER'S TORN HAM:MO E SHALL REWIRED Aw FBTALLATIW CF MATERIALS AND EONT'BCT. PERf4T5.ERECTIONS.ECTIO S.AND APPROVALS INSTALLED T EACH TART(TO SH06E LUDO OVEN ITEMS U OMPOO N RE N 2- T OF.ALL SUCH T84 SHALL @ REMOVED ER ARE NCDOCSAL ALL ITEM SHALL HE 40524 5 Awl _ LP ME E Os VaTA 3 0•y}. 4 ALL HOT AND COLD RATER LIES STALL PTO FOR H2� am,105010 CTE ITEMS HA SERVED TEAR T OQ'1T..E LE 001 ISE OCP FRISK DOOR G 5 ELL EE UDE�+�11D AND OTC FOR ABOVE GROUND LL IMF EON sr POM OSF 9. .- AND NR31 DRELTED BY TIE CONTRACTOR. S¢ECTED O THE HITTER AND PUB3A-STD DIRECTLY ET • Q ADO b 100ex SOW W IL E.504 CTTR4LTOR SHOW.BE RESPOBmLE FOR ANY NMDY �RA'I-CONTRACTOR FOR MOWING TO JOB SITES IF FOIST LIE FRRC yC M 4 - FTR6t'AND PATCHES OAT THY EE RECLINED TO[YPFi1:TE 24 CERAMIC TILE NULL BE SELECTED 07 ODOR UNDUE MBCHANTCALNOTES: THE SOAK 1 IX OT NTRAI(4 NO COMAACTOR SHALL DDAI0ER THE WORN CF ANY OTTER CONTRACTORS,AID SEAL- ARCHITECT Al T11 COLOR IR6.E56 115.4 x PIIDVDED NM DO 50 O0TC4T TE PEER MOW CONSENT CF THE N AGREEMENT.TOLL TTE SHALL BE MAIM 4 U4• -MR CLNDESTOY EC/JP-ENT AND CCCTRJLD_PEES.-- 0 2 6 GENERAL¢MRAGTUL ANY COSTS PAUxD rarer WORE 0104 EDGE WALL REFILL HEIGHT a IHYAIEse. - --- - - <W 0 H OR LRM1fIED SCR.SHALL LE BORE BT THE PMiT SIX CEFA.IC 60AF.DE14 FLOOR TILE SHALL BE P X 2• L ELECTRICAL CORT1RACIOR SHALL IETALL AND CENRAL AAO<y- Py�.,O.•E � IN'J ATSn 09RN'RC MOMS,ALL FOR TEN-SET RACEID4TS[COOUT61 ERE NSTALL/,TOtS.CCREGTIOE, O U O.4 • NSLATCL PRODUCTS ARE TO BE S AMEICO CLEAR ETC N ACCORDANCE NTH LIMO DIAGRAMS-ON AMC C OND. S.m 1 t.T C SNC4D ANY CONTRACTOR HAVE THE OP4ICH THAT THERE OR EWAL L'RYSTALLPO TYPE FOR CALL'. T2O@rcr.005 IOAL PLANS OR DIAGRAMS FORMED ET EXISTS N THE DRd4RYi5 ANT ERRORS OR DECFEPAICES, MAPFACT TEES CF TIE ECiOTB.T. OR THAT TIEDRA eCF TE ODRCOAM ISCRE 2S. CAU.IOY W,42,1 ICU OR MELLOsLCChTTE OR T AT scr 8 SUCH AS CALL RC CF TO OTHER PR D CTS SHALL BE APYL®Al ALL AtCTINS CF 2. ALL FOLER CRRG FOR THE AN CCDRICMY 750(50 TT COMETS TS SUCH N A PRO-CLAW O PROTNLIER HE SHALL_ CALL AND 10 AND DOOR FRAMES LTT A ATTIX WALL BE INSTALLED ND CORRECTED UNDER R NOTIFY 7HE G3ERAL CONTRACTOR CF BC51 BBOIE CALL EFFACES TO PROVIDE A OEATERIYNT MATE3R- TRS SECTOR OF THE SPECIFICATIONS. S SYMBOLS PRA-l�D5G OMH THE WORD THE GENERAL CONTRACTOR R�ImANr PeTAL1ATiCN. • ROLL DOER ANY DEOt3ANCE5 TO 1HE ARCHITECT PRIER 3. MFLIANIC'AL CONTRACTOR MALL PROVIDE MOTOR STARTERS TO CONSTRICTION AND HALL/x FOR WO 90. NTERIOC 00511 GTPSUMI WALJ..BOAI®SORPALF3 NULL FOR ALL AIR CONDITIONING EOIR'D1T:ELECTRICAL CONTRA- .- TO !PROCEEDS WOO LEIS CURSE AND CDofDNATCI 53 A'�LSE SEALER COAT CF SPOOR COTOtD N CEO SHILL.PROVIDE CONNECTIONS TO AIR C3aOT1ONEG I OM y.m h PLACE OE COAT 0025RAT LAMA WALL PANT AS.05CTED AND E PINT PER MANFACTUI®CS SPECERCAT1CNS R ALL arm SHALL 5E N14025tll•1•D FOR A PERIOD CF AT LEAST AFPR)VED EY 04!0. METEOR WOOD TRIM AND DOOR'. _ COVE YEAR SH FROM THE DATE W ACLEPTANCE. NUJJ_RECEIVE OE COAT DUTJ_C6DERCOAT AND PEEN 4. AIR Cd0 5105.G EOERBQ INCLUDES CODDEETC 9 R None N MIDI INP01¢NRA ^ F� D CAT CF SEI14 055 ENAMEL INTERIOR 00 EXTERIOR C'CT[SSSO OD FAX FAH COL LINTS,ELECT/SOL emir K CONTRACTORS NIAI).EEO SAIM}FLE&MtATETIAI_LISTS FERRET METAL A117.1D TO VE0 SHALL RECEIVE SLID CATS SEATER THERMOSTATS.STATS.ETC. pp APE EO PTEENT LISTS AND SHOP 0R.401NY3 AS CALLED NOTE RBT-NNm 41 PANT.THE ABOVE TO DE PRODUCTS Q L CAODO.MEi1ME1MOAlS OR COW-EXTERIOR STIED �� N TFE DRJWPGe AND NCLIDRG 81f IDf LI'CTED TO. & SC8IATC Ale ptGf L4TM wICATID B1'FECN6MCJLL CYICTR4CTCR f. SOL SRO CONCRETE TEEN 'BIT,FOWIUOWCPOST-TD8IOED HALL OTOS ADC OATS PANT.COLOR AS SELECTED ET `Li ROOM C OCO IRBO&STAIR&STAR AODRACE•5. QWLR CR.t 1155Cf. 6. REFER TOAIC PHDMR4CTgR tETE2 5 FOR POOL MECHANICAL ONTO DI RLDI EIl¢ImA •"• R2L6CAS.MECO FENS&ITOCCIE,MJM1421 AND u0OI1T•A5 RE0AED. BR@M < GLASS EOM DOORS, -- AND AIR GALVAt St ALL RASHES SHALL 26GL 4 52.42 6 STEEL COPPER at CCOTIDOG ECOTONE,APT L OTT.STAINS ®METAL AS NOTED cN PLANS. 1 AC CONTRACTOR SHALL COC OMATE DCCT AND UNE 68TALL • - AND PANT&AND C-AOOETRT. ATM C11N GENERAL CH1R4C1Ct AND CONDENSATE LINE EN Q IETmMi>a NO 1010* ¢4 ANCE TOTE TEAL COTRN310*FOR ITEMS STOLL TEE surrarrED SAL TO A�LLOI FOR SI fTURALNOIES: RIMER. O COOT /',NARAwO SmA¢O1�0 PI{O.IECT• iSln RENEW AXEFOSSm5E CRECTIO.FABOCATCH SHALL PDT S. REFER TO ENERGY CALCULATORS ORS FOR AC Um LEER NCO. RCM LJLJL 1. START OIL OOP DOOM ARE A4ROVED.COMPLETED I. DESIGN LOADS 00 SHALL 0 IN ACCORDANCE ORDA N 0114 ME EYED LU•55P4 5. 10E 4LLPH A,__1 5N 5E 4•P ARCANE E AM IRM1DL06 ®II000 TIRE tin.) DATE AAI1L 111115 D SNAP ILL.65 r5F STENOS AREAS) AR]1TECT AND CAL MOSER N MORALE CF THE GENERAL END VELLOTT•TO MO b. AIR HANDLERS HMS RCM C:LR.NS FEOSRB A TO CLEAR - CONTRACTOR OUCH REV®AND APPROVAL CELL NOT R1EVE FRCP FROM FLOOR O TOE N4em1 PIE®OWOI■46II TE CONTRACTORS se ROUT FCR CWNTTT,PIT. 2 503 SCARPS=MACfY/ow IMF. O SBT11.ELEVATCKDETAL • DC IENSIC 5.1EAN&�.METHODS.ANO PROCEDURES. d ALL BATHROOMS TO HAVE ZOOM FANS - SHEET ' • NOR FOR ANT DEVOTEE PROM TE 1S 'BNib OF TIE S. ALL STR CIOAL COCOTTE HALL DEVELOP A TEMPT CCMME OSEL - OR40DYV5 AID AG�L•+[TS MORE STRTGTH CF 2500 IX AT 2e DAY& O. DRYER VOX THRESH ASCE OLT APPROVED 26 ALES VENT PIPE A RWR_O�OC A-1 al PDT WI GN B. SITECERK.N AND NOT NOTATED ON STRUCTURAL ETC LORD SHALL 11E 4. SPECS IS ENS. G STEEL NULL fE GRADE 60.PEONS ASTM >mBN TOM..DWI 54 WOO/AND NON AR W e'IR1Cf1RAI.ZOSSIOC.S D1OROfD SPECS ANS. N CCNI6CTICN ON AFDHOIECil1RN_DRATOIYY/S S. ALL STRCTREC STEER USED FOR COUPES AND PLATES 20 K. TM STAL ED Pi GE T TOAD AND ELECTRICAL COX ROLL MEET AS 0 R�MSUM AID SHALL PR2 AU.41 40 TOO TM MSTu r en N TRADE PRACTICES,N RELEVANT NANST. TO SHOP 0151 OF RUST P61MTX•PAST. ALL MOOR BOLTS GII'IIIIALNOTES UM A9i1C4BLE COD•3,Aw AS OHDD13ON RE]EV4M roBE ASOi ME:1 DRAWS&AND THE AOCTEGTURAL DRAMS& 6. SC SOCIURAL GRADE MOD ITN A POPPF®R OMENS rt SOSO*71W10°urw,c,aDvs•T 551.®r SO THOR Tor R'•gOO�' NOTES ON THE INDIVIDUAL SHEETS OF THIS SET LATH.LATH HALL-BE RAT OTN EE,DOMED TESTI 1. ALL Po'. C10LER&&T¢RTS,BLCO OUTS,ANOIR SUPERCEDE MOST OF THE GENERA-NOTES FOUND ON THIS SHEET, - iF THERE ARE ANY DISCREPANCIES OR CLARIFICATIONS NEEDED PLEASE NOTIFY THE ARCHITECT OR ENGINEER OF RECORD BEFORE PROCEEDING. AATb000640 REVISIONS L - a a a a a T. a a In. I/II z • 0 LOT 10 BLOCK 66 Q W Q - W W DO.STING DG ►JG NEW GATE PER LOW 6,0'NIGH OW�R AT THIS NEW 4'-0•HIGH ' • Q WALL CM LCc.TIOIi WITH CHID IRGN U4]JCING DT - • L 4 SAFETY LOCK OTHERS OUSTING 1 / 41 WALL.iTP. 134.00 / [T] E' WNJ�UTAT _ L E ,. v .� t�. - ~ W 4REAING T� NI •M •0"p' i"'O C . • GQ Avg: 'Cv ; i\ ^:(<':y /yin lr.F s?!` 'r: S,.i o J I LOT 2 co c4 i. `:+ 25'-0•FRONT { H- �. -.-.: .-. ; T.B. _ so o• �� 4 m_5. BLOCK 66 O /•,:.. TARO SETBACK - -:.•L.•::::::.:.x:•..•.... -! i-�..i i . m o ;is :: :.:Iz:; I >:„ I /OISTBG II. : --- :•::::::: '•:*::•:'•:::•:::-..:44:. NEW POOL I w N �:. EXISTING IIFH2 _... - W n (':. LANDSCAPE BALee x y• , . , •:.::•i:£0y3:ii:ir:•:.:::::7-t: BT anus d ler m wag '��G/'Ji S• I�;a; n .- 3.h, £':.':.:: '•.}t:..: AFEA („_. \ I y_ Aft)sEle"ac/ p v DCST►GIL.� I i+ •.'j .:r:�.''.' I l O ■ 4 v tz h .d •I I- atisill ;c< �1 �y[ -? t Mj� bt'L�3..y tRY' ..... .j;.�;,.: ORU"EwCIG • �1 6 '.2. ,r,i`1' i a ::)Resat .:::::.: -::T..' �• TERRACE F�'������'.������ .tea g m I i.o-- f,3Z ' :�yyl�):71 �) .�::::::::•::::• .�::•. r;ri;:.:.{:s .� tn w ,e^j {, ?7:a" ?"vT 11.94 i ..\. .h / ( , :':•rri::H.H.rr:•:.�•:: ';fr'i,<y'"Z�, e-� o '':�";�;i r;.;�:r < :4:;n.,G'�"'':• •iy�iti > .i i' .Q��:,:ty�., I' Y. "� W m q<4r, ;ZY p LOW:.:.::::.4sr:irt` Y.z.� sl€D 4 c,i tii' :::: LpE:'{i:-ir:• �`' 0 1 �`v W UOLIAT !M_IP°b j 1, ` \ ) .w � '.@?'.4F'-- ..' :.? Ss.. �.�./.T:. • f I/ •j• 6 n aRD" l� 1 .' 1: yI� 7y..y:C. N. o I. I kyf I aces tlsL :. ' 1. co.< E _ I::::::::: -: : . . :::..s EXISTING I < 8 �19tl5TWG 1:::: : :::::::::::::::" a # l FLOOR sus {} ONE-STORY i.. x ta sa m z? EMSTPG 15T -...:: ::-: :..:r:::_::a t: /a HATc� RESIDENCE I u LOT 1 X n 4 2. L { ROOF .. -:.... AREAGFAEW {` G E; AREA I N ::::.:'::::_ sTR�,� BLOCK 66 z I I 1 55'-4• .'-- BILLED DP 45ICH .':.'::.:1..._:"........E11.::.. �'I'.'. 11j;v n•I, _ EITTING E :<, r' '— —T::fir �� .— -O x I a�A toy' �e� "rn 7::tti'- o h, 1� �'i'` `� 62 1.: "j , e w°~I C%ti-.Z:�T: • NEW 1fG11 GATe PER ✓\::;a?: :::..'i�' .S-M•: 1. �..-a o .S ;/ 11 'LS-c.ii i ��'t / w� \6:�t. 0 y�-.:" HEW CLL ERRAT THIS ----- .. .{` ',.ist. '� g o 1^?:f ^.;;y: W T aLxA ' olao yi%` �,., i�_>��,p>.:�, �.I; yl 3^' N% o::.. J. -, •' ,': J�> � ;, '"" T `" ii: Sl'1'.E AREA CALCULATIONS ....,...A...-«?>L _.>"?S� ;v.:,. " '`sr. ''S;.�ts. 'Y: 7•:; l:;sy. �� 4 5 ,a 'I. y. ' �v- R r x oi' v?•!^:3?w' :.:: o ..fir ; : A. {1 i o b \ 1, I .. .. .. ` ... .' ... 1-Afb.�O.APE AREA .!`'' .., ,n ... NEW 4'-0'HGH 1"Wtt (, ",,.ty �j . LOT COVERAGE' y ueeN racaYa BT NEW BR= Vtt mN�Rs 1 I .T �'�t-` . %.,,,,,�7„!LL�% .� TOTAL LOT AREA 10�50 Sh 1/��/�� . �/ TOTAL AROUND ^ I. .'. • EXISTING EKSTII.G. , FLOOR WILDING AREAS AREAS1330 SF. LOW 6•-O•HGH 134.00 DCST4YG 5'-0•WIDE a,1 WALL CPU WALL CONCRETE SDEuuLK PERCENTAC. Or LOT COVERAGE 252 X. 045TM D0.5TITG TIAN MEG OPEN SPACE COVERAGE as uaL.TTr N <` Tt NANO MAN DaSTIG'LW LOT AREA 10fD50 5F. ELEC.DISC TIDE PAR KItAT TOTAL OPEN SPACE AF.—AS 4075 E.F. PERCENTAGE OF PROJECT• 1S011 OF'74 SPACE COVER.45E 40.5% OPEN SPACE DATE An=Kam COVERAGE REWIRED 25.0 z SHEET• . — — — — _ N.E. 3rd STREET - - - A 1 . Iums SINWr(man PLAT — — — — BOB'500 RAW 240'ASPHALT ROAD irl SITE PLAN Nil il0r SH'E PLAN N ,,, ,o - SCALE:I/4•.P-O° REVISIONS . a a 4. . & 4 T • 1. • III z 0 F Q Qz0 z �41 � E-' U D -4 I, -4 r 1 5 - L _ , — Q 4,1 _ w • I co • �\ BEDROOM 3 e I 0 N W I BATH BEDROOM 2 BALCONY• / •MASIBK — W A _ BEDROOM �� a - / -- C I 1 K 1/ I 1 I 1 1 ort I - I 1 1 i•: 1 I -- rn Hi 1— / - 0 rp I - _•-�,,-7S.b_.,J. .�, II t -:, I i a I.:s?X I S`,ch-y-t- 1 ` 1' �1i`1-f �; "r.v• ;;) ' YJ 1 1 T-•fir- ? ., OPEN TO coURTYnRD I BEDROOM 4 -� f; • �� O x_ ti 4 FOYER RE-AR �' _5 BELOW ow ? 1 -,-,-;PATIO. 1-1:-,- : °°s BATH—`- t ` f a,�x: r s �~ a �,X 0 j '— -1�5 _•...t.-tip ,.., i,ti �_� 8 l�.�ti- �?Y i, $,D z Cal —� -- -- Jr, �,i 1 , Y 1', , '. . 0 o-� a a . -- -- --1 I — r` I I - i 1..1 fit, _ ��r—.I _J L—i_ 1 ` �I / — _ PTRY. _ El I ��/'� y ' ry°� II I LAUNDRY O , F a II I KITCHEN I N /8 ' iLl I °- -- - - - - - - - 4,,,,4,1 I LIVING __ rRonxr• :sonI II I ROOM I I DINING` m DATE A .lamis i I I m 9 I m I Il l - iil- th, ni, oh FLoor TIN EXISTING SECOND FLOOR PLAN N EXISTING FIRST FLOOR PLAN N A SCALE: V4°'I'-0° REVISIONS I. 2. t .. a 6. t s. It ..........................,..... ...-.........................- .—..,........-........,-,...... .............-.......-- . ,.........-.........-.....—.. .......—........--........-.,.. • .-.-,........,.-.....-- ,—...--,-.,...-......-, ..“-...................... . -:i-t 1.111. .i I-T , ,-1.'1•T. I .71_1J-1-1-4.:21.1z- .1.- .-1-..!..;•.1,: -..-....1.I.J....... II 1-4,-, ;...! .2 4 14 1.:] !-4...! L: 1: st: I : ..1--,_.! 1,, i • 1.1 1 ,.i I I.: I I •.!, , ..1.i..1, I-7 I-T i"" 1 T I VI-CI ELEV..1 ,11.• _.l. v EXISTING TOP .. _ __ _ OF DE.S/1 Z 0 ' 1 EXISTIT WAI.I. 11 TA—71-, ";-1?-1 ...t 8 cd - 1 a . Av 1EEE1X0LLEEISV vFT..LI N.•.O1.SG1O,.oR6 _..!..I''.'. 1.7t.1' i t.i-1-4 . ' I 1' ° °EX111.I1S4TL0ILN G ° ° A Oe I1 I . E2L10EEV AF.L.S1O1T.-IONoRG• I Asro b--, • ,....„ . CF BEIM , 1 1 1E17 i ,.... lii I I co r=4 ---' it' C\I 0 Lt1 (..) Ell . ELEV.•02.-O. ELEv...0-0. ta. ‘''EXISTIO --1-- I -I- EXISTING sF .FLAB ELEvATICN SLAB ELEVATICII crl EXISTING LEFT SIDE (SOUTH) ELEVATION III (Ai F.V4•=1'-0' 7,1 .,3 o -I. • e r, 2 g.• S .4 CI .5 '- ' X _.,.. 5 Ili A. EXISTING . E g En I . . . .L.,..--- •I-if i 1.1 . , , , . --r• RDCF -..,I9 S.IA , 0 1......-.0..1.11:i i:-T--17....!:4-r•-1-i-- . A ELEV.rlo.-s• 1 I,I ITI ' I !...n..)..1—1,1 i_i n . • _••-- D CF MEM IS r----11 — f CF/SEAM C . . — : `.-- I I . ,_:. _, 1._,_i_,.,_,....,_ ., ..- • . , 1 E ---= ELEV..12X-4.AL., • I 0 ti lif 0 0' I , f I ! EXISTSIG TOP'", q '[ -I olit ,'",-, k ! REAM. . .A ELEV.41.-/P - u„, 1 Vkirlei I'EX15714G if ' — IP. —---.' ELEV.40.-4.A,,, PROJECT` L5-411 IND FUZOR — ., . .'1I1 - —-—- EXISTING 4'. IIII,1 I I 1 1 I I ILII ,II1 I i , 1 7/0 R.00R DATE tptu.itzo .1 11 I SHEET• , 12 : 1 [ E [ .1; . A2. 1 , - EXISTING ELEVATIONS ELEv ELEV 4,0' - EXISTING 0'&LAO ELEVAITCN SLAB ELEVATIOI EXISTING REAR FRONT (EAST) ELEVATION AA.212000640 SCALE:1/4".r-00 • REVISIONS L a a a a T. a . a It :lIiI ! iLI i 1 I i-T i i.i 1 1 t..•f T..y 1 . 11 T. - •I 1 ' EXISTII TIP N. CF BEAM Z a 1% 0 El En Ilif 0 f ! I-1• I ' • •• I ' - 1 \ ` Q 14 .. ='1f ---- - ...---- - - - -'-- - ----- ' � ij i' ' t' I-i .I ._ ' ; V ! I--T / l ! iTi i r_i_ ' I • :i i i . I^_ ' I . � UQ.a ELEV.4r-m- TV TOP cr - _ - - i_i.T.1 ,' i EFv nm-s• Z F UMSTRG EAT \ I I !: t TID ELmF ,^! 41 ELEV.b•-0•A, �• xi / [[I U E _ I-I ,v.I ••-, i E#STRY.TOP N. r) r_1 xi • i'T OF BEAM . Z 4 H , ,, . • NNW m - , ,>^< WU Ca ELEV..'_m• — - ` ... ELEV10651145�Ao F+1 `LAC ELEVATION SLA5 ELEVATIQI (1) EXISTING RIGHT SIDE (NORTH) ELEVATION III SCALE:1/4"=I'-0• m 4 Lm �- E a-< 8 0 xso.g m 4 x w t oz _ �eE . • I I 1 I i�1• i-II y 1 I • 0 , ` ,.1.' i' ,,iw 1.�1.. _t. . T_.1 ELEV.Ceti.h I JCSTPG TOP Y CF MEAN _ _I_1_i.' i_I-!_ _ • ! _Ll•I.I_ .�.1.1_ELEA 4E F.• h OF MEAM — Si Idill ,J - _ .. L I _ Il7Y'I_ s ,_I 1^i ' _ty.lzl„�i,yliyl , I T i V ao FLOOR -- - — - • !•�!1 ' I..' .1 S..1 Nrr i !.•skid.! ! •:.s..17-1-:r;!!i-1 !-..:,41�. PROJECT• Lsau . — C! .I_ :1•J l•11:1,!- 1� 1 I.1l��„!4 I I I •. ,- .-�-I ! _---• - - -- ---- -- - ELEV..b•.d 1,[ DaSTM TOP N. W E=_N1 - V EJCSCf' TOP • E Fi 1 . ri r I 1 l 2.2 Q� ' EXSIING ELEVATIONS T p115TAG-m• - ._ - --_-- - — - - _- - ._ -- .. .--- _-a—_•_ - _.-- - --- - - V- — fl-�XISTTMN. d.A5 ELEVATGN 6LA8 ELEVATION EXISTING REAR(WEST) ELEVATION AAaa000sso - • erAI t:1/4"=P-0• • - . REVISIONS COLUMN SCHEDULE FOOTING SCHEDULE MCP CCNC.CAP WI . L DJ.5 TCP 4 corr. 7. SEE FOOTING TO BE•COL SEE VERT.REAFG C01-TIES REPIARKS MARK TYPE REINIFCI-ING RENIARPS II. 1 Ill X D RAN . DiCHF-5 DELOV FiS11514 LURE UM" New P•A"TLUCKEHED 0 sw.•as, IV 5 FILET GRGITED 0 2 ..,....:NT MCNO.CCN=FETE C2/5 CONT.BOIT. TUGGLE MESA MEER TP-514 EDGE QV CB•51,car. 5 VERT. GRADE , CELL TTFICAL 1 WORT 4 CV 5 CCNT.TOP FOR NS"AT TOP FETE AT 1 0 1:644.•cru a;s BILLY GRCUIED CELIA CI IPAS•NCCNT ria4a.CCNICRETE CB 5 CCNT. TTPICAL I TOP,I BOTL - SP OM 11.4><. t'e FILLY GRC 1 1.1 ill% in VIEFEICAL AT SP 0.C. 4 0 exa•cru ra.9 BILLY GRCtMED W.0.C.mon'. EELaim Fit GRAM t +- 2 \..\.:2: ..11.' 7 4- PAYER* 11.4X.AND AT EACH a • e mar cru (2).$ Fin-ix GROUTED CELLS 8 31....%3...rt.it FAD FIG. SU 5 BOCA TOP CF FIG*. ,A.,.-,o.r.r. p,1 nu!FT/LGRADE DOUBLE MESH .1 a. :: GRA= I. a • Al EDGE 5 AT G.0.C. in. •S War& POURED ni AT 10.0.C. TOP CF FTG.AT • •(4)5 5 AT 0.0.C. 0 '‘.or ram FTC.. -• • . ...a...................=........ CCNC. COIL EACH 11.1.41"PUDDLE COTT.CF PAVERS 5 AT SW as. 1 CV M BOIT.4 .• •• 1-'? • /NW MINED c.cp I CU 5 TCP EGGING FOOTNG. IV 5 5 AT 15.OB. .....=•• •••TNiiiinommilin CC.C.so.. C.CNC. ROUGHIN TOGST*4 VIERFT SUM IN HELD CB'5 BOIT. 0 =PAWL (4).5 5 AT IP GC. MIRED SURFACE.APPLY ' 12'4,1. ,. ................................. ....,............. ,.......„.. i =NG. TT-Plc-AL GNE STORY EGGING AGENT Nan=•.1 or ma..us.••••cos. • 81.02IIIETER FOOTING BETWEEN NEW A.14O 0 NEW FOOTING TO EXITING FOOTNG c)Nun NG AT LANAI WALL •••••••••••=.....054.41.M.ril.am IDUSTNG CCNIC.FER imfden.4.11.m.r.r.r.mamrama • EGALE 3•14.•P-0. HARP.SPECS SCALE.31.4.•1,0•• 110T To SONE .... ..... .... ,...,..„,... ........ .............nn III . z • 0 . E-4 •.'4 ro CI . al1-••• .--• ••Z Z 0 1 00511140 EIMICILME iFV-OP/ / C..) .r4 •••,•; ...L.n-‘,.Loa uAu.... 1.-P 2.-0. 2.-8. 2'43. 2'-b• 2.-13. 3.-0. 41 C4 _c ; I__ ; 1 I .• -I-- © L 1 I I I I\ WIN! IzI IN! IN! * 13-4 P I 1■1 III .. , =c1 4 DEMOLITION _ ** * 0 t,-.4-- ........................... .. ... iiimJ.,x 1 Ca satooLL6RE't'YEANS,ILIALL°46F012Th'" LEGEND 0 cv -a •••••••.•.........................6. / NEW FRENCH poops i =____.-1 .......m.PREAS TO BE • F CI ••••••••••••••••••••••••-• • .4:0 BLOM ..........e, C.) .................................... t. "' 0 I .11. I I ExIsna NT.LALLS' TO REGAN ,,,. „4.EL-0,4* I h NURSERY .................................. ''''=NOE CF n I , EXISTING 11.4SCNRT i , WALL TO RIEMAN Cr) .................................. if 1 VP SLAB RECESS AT -‘1' PERIMETER TIPICAL i •••••.••.•........TIOP.PA INTO,DIUST*16. . • ........... •••••••••'•Prionca'rea Fsam MI_N'••'• - ..a $7a7 ., 1:4. I . 140 f ./- : . . . ,ZL.. .1 hI I I , I „ I ,.. 1302120)0 win' 1.1 1.1 'xi 1 is• •"••• • • • . - . .. 1 MI I II •••,. -...... ..-.-- .. •. • ••-••••••••••••...............••- '.71 .:1-0 3" = IIIIIIJ •••••••••••.....•-•-••••••••••••• •• ..., - . . ................................. • ................................. -*. . •• • -•• . .. .. i .3'..0..., :, , •.- I32-/P, . ' 'I.%if' o............................... . .. • •..•.••..........•••.•.•.•.•. .• . , . ............................ : . . . , i FEMovE ExitaiNG • 1 FA NS PATIO •• • `. ;•.: -• • •. 11 • REfloyE ExIETT.G. 11 1 c.a. .i.r,,,,t. 5 LI s • ..-.-••• ..... ". • • Doome.ILMOGTLM,AND 1.1 ce I I I ROC* an .... -' • •I .' WALL!.TO CREATE A 7-0.NIGH orouva-....,,,11 5 =-,2 .................................. 4.0 ,,RENFoRcED Tail dexcf-tt ••-•.,..1•... .--- -I' l Z La at 1 • •-•••••••••••••••••••••••••••••••• r< . . . • . . .. . . •I • • cA,sFromucr 1.1ELL-GRADEO". .0,1„..: .' ,-- I W I n REAR i i i 1 . a F,..t. • _ , •••-••••• 11 FOYER I. 1 g ' PATIO 1 I, oi.,.,,,..a • •••••••••• .-I. owsrrr.PRCYIDE ILO ram*, 1 - -. -GP MuL11.AT TALL FOOTINGS,4' .. 'il I . I I I In g z..., ........................Exg,TINE.,•••EPTIED X14. j •. . Lar+E.tegruci.-rrrrica-AT 41.1. o ET"n ••••-•••• El ;i'•---••••••••••••••......•.......•• I I•••-•••••••••••••••••••••••••••••• • • • . *, . ./ xg.TEP b : 1 I ill - Iv-re : FELCC.ATE FILL I k wzr.m_ .- 1 .. ............................ -*-1-NEWSLAS ELEV.10 I • N'OUTSIDE OF [PINING-A GIALLO AND ROLF LI ••••••••• •••'•'••• - -- -1-1 ••••••••••••••••••••••••••••••••• . 1- II ., ................................. . • =u . .................. -..•••••-•-•- • (I I ___ff.___•=71_.= ............; -••-•"-•....... ••-•• ..... 1 1 E___-/-L---/ r • - \ AREACF • . .....••••••••••••• ••••.•..................•• .- 1 I i FIRY7r-/DCWING ,.f- L --,:----.--'-f.L.,-----ITELOGATE ExiEnTa 1 11.1.4..N.ER AND DRYER ................................. FONIDATIa. . 2 24, ;,. I-C). s .. • • I 1 1 i 1_ _1 DOOR --- zi ri 1.-- --1-›-REmovE l•-• LAUNDRY RELGCATE DaSTIM M 2 . -•••• - •. • .‘•0-, M IT 1 ."-I-41-r 'I I..., Erdenua EATER NEATER `.... • •••••••••.......-••••- . •.. : . ......••"••• • - •• . 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AA26000640 =e-1.ell F:I/4.4-0' ",r--6.1 F.1/4".I'-0° . . . . • REVISIONS CI MASONRY BEAM SCHEDULE BEAM SCHEDULE FIRST FLOOR DOOR SCHEDULE AREA CALCULATIONS L 91 CALLiAR IiMSxIlAc6A MAm:t e°=,rrta5B6m, LTl ELE., Sor MISFO CN45 5 STIRRUPS MVOS BONDOND BEAM TAOBEAM IxD BOT TOP SPACNG MC MATERIAL MWXOn 1,,IIt. °TOPE FRA'E ,..p0, pRESEURES R EXISTING A/C LIVING • 2211 SF 4 17K TOP(BOND OtA'D PEEL LOTION(70174ST) 51Ot NOTES 61 6•-0• B.x IS* 1 . m4 CO-M°Ir LNfB.EK 1•s BAR N/A N/A ALC'Y TOP OF ST FLR 5-2 6•-0• IS.x 12• ®Exi3TaG EXISTIN NON A/C UNDER ROOF= 648 SF • a 1 5068 AILMT,,_ VW x 60• WI 5C'PAn �� EXISTING TOTAL UNDER ROOF = 2�59 SF a TOP. IeL TIACQ82T WALLS, Q t•5 BAR GROUT FILLED RFK�,5g-T T. COTT• Suxrx NEW A/C LIVING ADDED • 435 SF a O ae6es At IIL*2 367 x SO• TOO __ CD. IXTR L-I rrxY LNUB_SUC 1.5 6/R NxIP PRECAST'U. I•s BAR GT81IT FILLED P. R4541t1' NEW NON A/C UNDER ROOF ADDED• I0E SF _ 3 m668 .4.._ u•x em• 3sB nD. Exnz 10. A)F2P5 AT RIDDLE C. 2665 CD. SUING CD. RT. NOTE I.GENERAL CONTRACTOR TO VEWFT ALL BEAM SITES IC1N MASONRY _ NEW A/C LIVING• 2,646 SF -_ •. • OPENINGS FOR DOORS AND U.50025. NEW NON A/C UNDER ROOF• 151 SF _ - NOTES,- FSL ALL MI4aarSOLD ROMP T v D MToLNIEB ' NEW TOTAL UNDER ROOF•= 3,403 SF __ _ - F7971Et7301 x 3Nri CcREX BARS I.ALL GLASS Coops TO 1>E PACT RESISTANT AND TE.IErED. p_ •- LAF'ALL STEEL MN.45 EN Ma LONER STEEL erLAP T)P.TNR2MOUT TRUSS NOTE 2 WSOCE DESIGN PRESSURES ARE ALSO SNWN ON ELEVATIONS. or""•••••••• ••C 3.APPTOED V DADE OIIIM APPROVALS ALL. Y PRODUCT APPVALS FOR A DITER10R DOORS AND - MUST GEM MEL TO DODD MN 4•PAST EA.SCE OF OMEN tENDDS To DE S19'CTTFD OW Main PLANS ALL TRUSS TO"MUSS CONNECTIONS ARE TO DE 1x THE TRUSS CODE&BUILDING INFORMATION MATAPA IURI R SEE TRUSS IDDI EERM PAr•r4,--T En.O HERS, ;-'= TRrsrTaaFAC1I005ORroNlRACTORrovERFl(NF•ELDlE7esTL� FIRST FLOOR WINDOW SCHEDULE ALL[ENDOW 7A�DOOR EUILDNG DESIGN AS ENCLOSED, III TRSS PITCH,HEEL HEIGHT,AND OVF78lNY CONDITIONS PRIOR TO TRUSS SIZES 4L.CARE t = F. tUSIDOW WS* NOMINAL-CONTRACTOR RISK CAT.II CODE INDEEDITION-MSC 2010 s can. FABRUT1aa Mc aI/DOw SITE MATERIAL W)c�r (SF) FRAME PRESSURES 5 RESPONSIBLE FOR -ASCE 1-10 WND EXPOSURE TIP. _ = r.7 r-7 AD.IISTSY ACTUAL Si E2c EXISTS* aPe+NG sus FOR ri 4SSIFIG 4TION-C WIND SPEED 5 C TIP. TYPICAL NAILER NOTE: N-1 O 0405E15 AND DOORS DESIGN FI3C-ttm rlPu Z _�_ _ AQ 3432 a.1Nt 40':424 Al ssrAEHRarG Alai. GRO CC oGCUPANGY O N-I-27447 PT NAILER PLACED BERLW L.GVER ROOF Pi:MOOD CV V47 x 37 ALL DIMENSIONS TO BE1--N TAFCOMS AT IS.OM INTO CONC OR 1'UlSONRT OR 43)16d NAILS INTO EAD4 VERIFIED N FIELD.FOR I T r1=CF CON$TRUG7ION V-8 �I E—, STD OR TRTRUSSPIl F APR F 1w IsTYPICAL ANT DISCREPANCE3 CUNPROTEL-,C1J) CLASSIFICATION INOTFY a2]NRECL CF WORK Q W a,ADDITION/INTERIOR .--4 RENOVATION ALTERATION LEVEL 2 Q z O •FRAMING E3 5T�STRUCTURE IN-CO FLOOR PLAN U - n 0 r-o Z E-' U LEGEND r ' ' WALL LEGEND CI Q B-2 GIRDER TRUSS O O 1 OP Air.41P rEW D.CM �T DT�TTTT1 ^ MI ` COLIFF! „'I"I'I'1I11'TTiI MEII D•sl CALL s'-" l i - - - �-^-'f�. - r, •- )♦ 9 I I NEW INTERIOR W41 W /^ `� i i #o S NEW FIAT UDR / S. �y d --.I, : 1. �.. R'70F TRUSSES AT 24.OL i , 1< I I?_-.'�._ I�I I L I ' s' -- w J •364 ® TToo raFlAtts 7 WAIL •�, a _-I • I I I +9_-. .I-' I `�� r4' 2x8r.EzaM • II. ® 'I ® I 0-4 N 1 i I r= -- SF• - - .7'.,T'P °.. .... T i \ 6c` MOWED TO REMAIN O W I=� � a=� �/1.1.1.I= ,sitNEW I�IW Q ICY EJ AM* COIN:,BEAM OR LINTEL .� BIDROOM ? Y U I II NFELD a1 — GIRDER TRUSS—._:—:�4 GM..« ::..-,:::,%��s=::•- I m COVERED y. I°aI Y b' )AzrE'/ 1.ALL �C2nN 04 If • Oj LANAI N,s T ✓� = 051ER PROF TO INSTALLATION CO ;I 2-'� BOITCTI AT 48•-0• :i L. .t1 t11 o; -- -- -- 4 ICI ■ P.T.LEDGER FILL N ECISTNS UNDO/ \ y_y • HOLE.• BUILDERS FCR 111 MGM*WV CM TO ■ CE0 5+'- • I- SFFLFIG4TIClB FOR SPECIFIC v2 c=c—=eev== MATCH MSTI7 TIP. AFP. IAFPLLANCES I I PL12•®PG IMMURES AND `' 0 ! f' I I j 1 I ' ' - • J■ _c:-:.,1■I (NI --I■i I■I - IN• ' B 6• ■111111U1111t■I111111IiliI■11t11111■111111llllll ■ v w 1 I I I i ;i i i I ! i i r UP 11 1 1 i I I --'---I _ m CCN2R.ACTOR SNN.L VERIFY ALL INFORMATION III I I f ; B Nom COMPACTOR SMALL V T ALL I ( I I I I I i E rns COMSHOIN CH MONS,MANS.!SC TO UDS*ALL -- -,I..J—'-L.!.—f 11-I 3___L....1-_____-_1 �-- -- -- -j - • INFORMATION SNDSN oN TIE3E — _.. i- t ;,-..;..:;. - - y • WORK.F'MERE ARE AM D RLSCYREPANCES MN 4 H-AsS.NCI.IDNG ALL ST.4REXIST1 _ 1y. \ TRECON Mt P MUST BE*FORTESGSIEER OF PTEDIATELT. 1.4 ti_ I CONDITIONS,FIVOR TO WORK. GERM ARE ART FS.L.N DCISTED 0Ja�1 E 3'-01' b'-8• ^ ':i'i DISCREPANCIES CE64 TVESE ... -- -- -- ''� ' PLANS,ARCSITMT/EPA EER OF TOOMMA4 EXISTS*,77V b�'0" I% (� RECORD MIST BE*FORMED I [—'5 X 0?1EDATELT. \ SSYAE PANEL D' 4 -- -- -- -s K CCTHN FOLO70 I I N E CLASS CALL I i ! 8 ' DESIGN PARAMETERS Z I I NEW SYSTEM 11 =e F -- -- -- .'NTT , PROvED VERIFY ESG6TCY a RS A 240r.. 5: CODE EDITION-RIC 20b-ASCE T.* Co b I a ---F—_v—Y 1 j N - 4 3 TYPICAL CND EXPOSURE CLASSIFICATION-c 111. , A I a'C 9'j_- fLOM`� °� r - - -- WIND SPEED DPIGN FBC-TI0 TPH 4 VASD-m TFH FOYER F< ROOM I I I a x7-. n E - -- -- a. MEAN RF NOT,-24 07 ,8•424 CEILING i I I 'i�! A•-S• -- I i 0 .. 7 t--- +I TOP ILLOND D-347I-5 Pg LW) `;/;'//��7 (CEILIN 1 i , I, ® y'�•Til.s BOTTOM CHORD D�-10 PSF. 9 I (' <Kr ' I I, .OX BASIC PEAK VR T-PRE.-355 P9F. 1IIII ASO T+•c7 3 METHOD FACTOR•A FILL N Mt1STNY 9 -`, I --;I I I TA[L Sl -- -- -- .^a• RISK FACTOR-CAT II OPENN'TO 1 •, SPERM.PR£S.CONE FFE154Rt-05 DCLO.•.ED MATCH E205TNG I --EOCE CF ti IS A CONY-LOAD PAIN PROVIDED-TES \ -- -1 I i c .•. ARE COPFOFENT AMID CLADDs0 DETAIL CITHIN EXISTS* I LTO2N TO Nam\ .r—-- - -- -- .r PROVIDED-TES ® a•- ri---_- t I; 1sEAReYa - - - _ - IO ,Li-----III 17111117. EI - -- -- - — ,,� _ _ FOLDEDG ASS 1 5 F I > '7 i FILL N DUSTED a0ID001 CALL b,six,I I �11/�I y L. GIRDER TRUSS — ■ -^ LDRY. NEW 3•"6• y 9-2' 3'-b• 2'-T •� rt III Ell ■7-,-T.til---,T-IT:eoI'rcrT Ai b•-e• I t �!I �- PWDR ■ I1'-I � y1--'T T t � ` 5�6• 0'3 P m L� • N tf t ■ .y-'m TOP 42• BETN�I I I z J I I I ii� Gj I I _ aX _--t�6s P e 111_. 111 l---- it PROJECT D.011 I I ITO� luALxc,I I -- — •T ~ I `` %=c'- '5•-3' um• A I o f ,? NEW I S NEW KITCHEN o O \9 DATE Artn.t7ZOls j r 4• G �� PANTRY 1 rnarY Dtl3'flNi t 17 •1._ 9 -- i '�a I •~ m-8 in. O ROCS, I I a�-,F I I^ O'Ia`B _- ROOM I .5 ' +TR cT�3r� I I �I E+. �'f` mn+• 8• 7t. fir• II T n L yy 4s-S•DEEM�I.;_I,, I I` I I'•:: ��( I �� • .,.- 9 pb• Q. 36• PPLR : / A4.0 I. f■I I■1 �■I " ... .•.w+ l■�IIt1I III■91111 ■llUUllt■IIIIIIiIIIiII• 5' -_q.2.._i-, rWI%1 •; O O O sMiCMW, 0. - 2. 2, ___1%tit FRAMING PLANS �_ -T - P 444 ERACET, ,�P bb TIG�"'3�" ) TIP, ADDITION FRAMING PLAN N FIRST FLOOR PLAN N SCALE:1/4'=I'-0" SCALE:1/4'=1'-0° - . REVISIONS L a a - a a T. a ' a la i E>a5l1tG _� _ RC:F ........••••••••N•••••••••••••••••••••••-. 1 Ii.i___.i i I1�ii i.........r i_Ii7 ,I 1, Y'1" I ROOF PITCH.VIE .v1�^_,�`I. T S 1,`1"_I.1-, __I„ EXISTING0 Vl..y:T-i.i.l I. TT:TVI-i'_i:-1 FLET:�-•- IN CNImET-�` , _ I,• T ._1 1`` T.!i • !COSTING TO[' 1 ELEv..m•-6• -1 `a.i_ .i_i_i"i_�.:.?_ ',I_i_;.� .`i_`:'., CF e..Ari 1 !COSTIG TOP EXISTING OF BEAM ROOF al WALL EXIb7ING 1 G DOMI WALL E. EXISTING NEW ROOF TILES TO I`doll' NEW RDNF ^ y C4 400 NEW R WALL HATCH EXISTING 1 • _ _ Fti A ELEV.RV-4• _ • , PROI.TTT'.. i '__` --_ _ - - '• i _ - - PROK TTR -. F1EV.'>t'.p•b . Y!COSTING ! i-• ..T•:-!�. Q EXISTING T [[��]]� W� ._ = 43� - .I- • - .f I_ j -I� i i -ram Tti^1». �45 �Jfl-OCR f i r w , aO FLOOR I . .il -1` i ? i' ' i 1` 11. , - :i l 'i T-I I. V . A E1.Ev..&•-m• - -- --- - '.I - ---- - ----1 1- - -1-' - -- --!- ---1- - 1-1 - - - - - -!-',- - -- --- O.EV..O-m• Z • V NE.rcr - E"" U CF BEATT \-NEW an ir.NGSCF eFNEW Ta�r7$ W ., i .'. 1 •n _-_ 1.1' - - = DOlNW4R5 TOWI 1 1 EXIbTPGFLATCN,7OSTWyTTP. • . WILLNEIU 510000 FINILSN TO _ - BETL7�D - N • • HATCH EXISTIGi TTP. _ WN `�. L� .ELEV.•0'-0• ; - U-- ELEV..O•-0•A EO"' N W SLAB ELEVATION 1 I OLAB ELEVATION U NEW NUJ N?IDOW TO HAWN `NEW FOLDING GLASS NEW FRFOKii NEW I W STRUCTURE 1 ADORIOH E C/STI G STYLE M�R bT IETEtt PM DOORS TO HAT01 C E-STORY , a TTT - Nal TH3O��FD STUCCO CURER !DOSING bTTLE ADORING _ EXISTING • E TO MATCH REAR (WEST) ELEVATION `" I Ar•AI F-V4••1'-0" . 4 WW n h e31 E5}} EXISTING ..''-ill "-i s7't -t-?' till :-1 1 1,,',:.,.1• o, ROOF I i 1 ' T 1,i ! i.4..1•!._ •.,I, I I 1,,.1..� i x fy 4 ��"-.i.r. T 1-1 i:..1T;.1.'., I J!.:'T,.1,, I . �1•- G z n 11 T1_i.i.T T • 111 '`.I IT•y!11Li i.. TF_= . "•" Fj R. `E 7 1.1 1_I_L.iJ i ;.I IJ.I 1.7..t.? ::il.T i,t. is 0 z� Q„ELEV.3m'-G• T EXISTING TOP - - - _____ _....._._- _._.__..._f_. _ h OF BEAtT - r.: -O 0•* `_gym O.m i 1 . '1Y` EJOSTEG EJa5TIYa .I�1"I I�-I_v�l I�.I,-T 1-•'-I:i , _ _ WILL :_I ;.n T"; .i.1 1T.11_f.i' I.1 1 I.I.I. h 10. ROOF TILES TO � 0 0 0 0 0 IQ NEW ROOF RATO DOSTIG I— illJ I All PITON.TMQ yvT:.I i 17 •1 - i i4_1 i 1,,Lit, ---- ---• - - - - - - f_ - ELEV..C-0• ill i y EXISTING A ELEv.s'-m• u�-.�-!.lY�i�i�l`I �i l�f� �i 1.,�7, �.�� WALL mFt "` T KW TOP -- _ - `�- ---- - ----- - .! N < OF SEAM - - _-Ill 1 ' I k !l' 1 PROJECT• isou NEW INSFe UTAPO OPFNTO DATE APR1114 a7B HATCNBTTP� N7U LANAI Li ii I • NOTE �p Tye -'---- V REMAINS AS I5. NO ALTERATIONS O SLAB ELEVATION - TEL _ --_SLAB EXISTING WILL BE VISIBLE ON THE FRONT ELEYATIQI A5• NEW STUCCO FNISN TO NEW FRENOi DOOR HATCH EXISTING.TTR TO HATCH EXISTING - ELEVATIONS STILE.TT?. NEW ADDmON E]OSTAG STRUCTURE LEFT SIDE (SOUTH) ELEVATION `r-ol F:114••1'-0" AA?b00064p REVISIONS L Z a a T . [ [ 1a I . I III 0 F4 Q - zo • U Wu) 4 ~/] G] � . O N �j U Q .• W • a u) g • R. ,��eoj 8 `IZ":4 iy.4-�.�= -.:. -.y DQG.RbGR•I-,ice- C�Q - - -I�Y 1 .:Li..l lI i.J__.1..1., 1 i 1.._1 I id I.1�,,. 1 [- E • I._l-I•} - I I I.r�.1.1.1.1. I `r�� • ROLF O g W-3 ` 1, .1.•I1 Ts'�_.1 171 1 1_l.j. ..1: -----I f y "7 i.�..1-I- _.l.i-,1=1,��i�i .I.Lj.Y.i.,_IJ.._L)/ cdoR 1 i 1 1 1.1 y.._"-7.i..I..i_1 11.1�,.�.� - ELEV.40-6• 1 I---- Imo..--�tid�v l.1-.-.2-1-7 r.`1 !-. arsTlG TOP T OF BEAM • 1-i�1-1-__11._1_ .1_1.1_I_j..1.1 T-1-1_:.I-_I.i 1-1 : ELEV..Ie's• ---• -- ------ --- --- - ---- -- - --- ) - -- cF BERM - EJOSTlG TOP T MALL -1 !-J-1!-! 1 1 li I I U II��II ram: 1 1 . tit?.._ I .J.4- d,EEv4r.o• L' 1 1 7_i 1.1_ .. '-1�� m��s TILES - TOP OF . 1 I.t i J 31 . It I, 1 1 1, FTRONM LTTr.. ELEV.41P-4•h EbSTING BEAM l •-- - ---- - —- -- - ,!�.._I 1,1 4 -.1.I '. 1.1.4-I-I Iv-...LtiL-.1..1.. E)asIDr V ` MO'T^G ` fy T_JY j.I_l_1.I Iti_.j... ,-1_,1 !-11.l.. 1 1 1 ,1_, �45 OD FLOOR C14LJ. M-7 .I,i-L.I. I7I_I,-L.t_ht_i_i I.I._T.I_1.:.1.,1,.1... ELEV.45,a•. PROJECT' molt f ++1.44} 1 WO ATOr CF RE EX15140 r. i I [[ il II DATE APRIL t420m ii - SHEET' 1° -I R MI FPaSN TO tL6TCNEJCSTRYy TM. A5. 1 1 I >^A SLAM ELEVATION Ist.aB E vanes ELEVATIONS EMSTRY S1RLCTIRE I MU aDDMCN RIGHT SIDE (NORTH) ELEVATION SCALE:V4•=I'-0• . • REVISIONS ELECTRICAL LEGEND L 3. 3. Ali -(:)._WALL F4-4.0,0 4. lop SW lil NG FAH L. L'IALL OR[J•r.MOM=FOCRRE S B ELECIRG I-Z ER OR Ja4criON H(AC(RonFcRGFD) T. 0 ELEGIRIO PALL L ,II AC PLsca4RECI }' RECESSED LIGHT FIXTURE Ia ® 720 VOLT(ECILPTAC EOE 6L'IVEL E7E-BALE Q SPG:E FOLE G TLET cui_oc=LET V I FLLGRESCEHT LI34T FEATURE a a PIAW(OUTLET-RA F SWITCHED 'AP FLOOD LWHTS Up- EATHER I.F.oF GFLL� LL OLFLEX cunxr CO �rr�..® � EXTERIOR LAHDSOAPE UPLIGidT - AlTB.ER1aE JACK Q F'4W 5T FAN — TELE.SIct4 JAaC 0 S/Ia;E DETECTOR III . 0 C8aRA1.VAC 1405E ® *+i ICNOX DE aLAR7 OUTLET a WALL SIOTO4 7HER-lO3TAT ...". 3-WAY WALL Si:53a4 ® FLOOR WFL.k7C 005.05 — 4-LAT WALL 5WR01 ® 4:Rem 0 55 PU ER WALL SWITCH /� Q P0S1 BIUTCOH Sur= 11----�� Q Li.1 ,.4 Q ✓ REPh ARAW I(34£054 S•V4)ATIA.4Lr0v•4 US OVER 3/2 BOL THREAD OOTVJC SPAW ATTAai OLT LLRH())54.IRIS!3/b ALL 7HF£AD FL�DS LL(iH W^°+oR AND BOLT BOTH EIDA r_, r_ 00 VOLT CARBON MONO)ODE ALARM ARE TO FF rL4 LLTiHW im FEET W w GF ALL SLEEFAG AREAS,AND n5T HAVE BATTERT BACK IP U Q W � Q LP -SF Ir..,F IGFG1 LLpQGFa IOUi� w z �- CO 0,- nir. , W. 0 N a -- I= I U Q BEDROOM / 1 NEW fs] / COVERED i •.-.,ter,, 1 I A.. • LANAI i. �. [/] f) L.�\\ 1 LANAI ,./ AFF. 1 • ., itittur X.i=•-•I-r-J • iilii i �- -- �I l i l i VET=PT, ,TcF I III . TV Aso OUTLET" WITH GO ER �'� I. '-''1 1 Ji FNNx 1 �Ty��� 1 u�i o5 4 E cF-'-' _FAMILY _ I o,wLFx FLOOR x 4 FOYER I I /((( ROOM i ��E CI z AV-Im•r..A4- HZ N�LON F e E I I `.N.-/ I �o=.4 EIN FDTEx \To \7'.I I II I `..'m a m 1 ��— I -il . , ii_ -- L. GELLPG - �!1 i, I La >, «: 'RY.MA -, NEIWI ' i ii Ii I 1 - :_ B�PWDR.I I '� M. I _Y .' Imo' 1 NI= R SWITCH L PROJECT• �, AIRamrcH NOTE: Lsou NEW PAN-RI, °"` NEW KITCHEN ALL FIXTURES,OUTLETS, Ii - I �d��� 4.6 AND SWITCHES ARE NEW DATE AT�,caB ROOM I WRH.,E><ST �—-4 _ cEia. "fIII- NOTED. UNLESS OTHI=RWISE • STRUGTIATE \1 /�I Rg -- Gwrs-._G. NOTED. SHEET iLd r ++000 ELECTRICAL PLAN -EXIG. E(TG,- 05TG� �� !— IX\ Ng CURET comp ADDITION FRAMING PLAN No 4r-AI F,V4.I-0 • • • Project: • Dave Spector & Vanessa Madina RESIDENCE • 248 NE. 1st Avenue DELRAY BEACH, FL 33444 LANDSCAPE PLAN List of Drawings Sheet No. Title - LAKE IDA RD. Cover Sheet L-1 Existing Landscape Plan L-2 • Demolition/Removal Plan L-3 Hardscape Plan Q L-4 New Landscape Plan NE 3rd STREET L-5 Landscape Notes,Details&Specifications O L-6 Irrigation Plan L1�Site L-7 Photographic Images of Existing Front Yard Landscape C Location L-8 Axonometric Perspective Z Q Z Q p - I- W ATLANTIC AVENUE NORTH LOCATIONMAP LANDSCAPE ARCHITECTS • N.T.S. am,a 1st Mena u+n Romeo.Fir.314.14-3.0. FAX 2760:270 April 20,2015 • N . E. 3rd STREET ' • Dave Spector& - . 13 4 . 0 0' Vanessa Madina RESIDENCE • • ADDITION • - - BOUGAINVILLEA ARBICOLA - , . Oi - --_ /-(4)HIBISCUS BOUGAINVILLEA HEDGE. - -- •- . • • -- -,-.-.-.-.-.-.-.-. --�r ----- --- --� - - - (-- ------------- -� ---- - --- -- --- - - 248N.E.1st.Ave. ..., ,.., . I r....„..,.,_\...7. / •Vr�� �� � t, "\ 1 C Delray Beach I /L' 5. , • „ ,/ ! C: FL 33411 I > \11.—•-/ s's•-'-"'`. V `-k_.-f> - - • MOPE \\ 1\ - / V (")FlCLJSTREE TRINETE -y ! ; CANARY ISLAND _ • � d>P -�--- - t?"`� " DATE ii I URIOPE-\ �` _-- 1'- 1�t /! ;Vr L: -; p - - 1 DOUBLE IAG _ -- L: �" S r `' f U TRINETE FISHTAIL CHRISTMAS I � .-1 / �CMONUr j -1 PALM PALM I t-- L. JUNIPER ``+ `: \ PI . r 1 14'0 ROYAL i . i j / WET i ! _ PONCIANA I .- '._' , N URIOPE7 . 1 • i �\ f ANNUALS \ ' " ' ! ` / i' , � � 1xwooJi •) ..� -- • c�+..a+■.va■.wwwwom. 1 r r t `1 I L'. ; FlCUSTREE ( • � � ( JUMPER .. - �' • -/ I C_ �',: 0 �. ^J i URl '�`R"� TRIPLE _ x _ - URIOPE TRINETTE-1i_� �`` , Sa PALM •TMAS 1+` JUNIPER iJ ;.� CyPRE ITALIAN BOXWOOD �� , O a^ + C`PRESS HFnr,F ��eao SIRE�zQna S ' . Ili' ' i _ --•r+rrLans,aii:i �,`E CAN BEACH oz Z MURAKAM I I r `—_ „pt�eLE I BOXWOOD a .w.. r . , LANDSCAPE ARIfIIT£CfS I WI JUNIPER Ir'- fiAUAN 60XWOOD/ - as��'^,�` t�xmm�w,uor�� ("? 041004101010100. CYPRESS HEDGE " ?•., • r',s'an"°'a i (3)HIBISCUS •'' CITRUS ��„ URIOPE URIOPE� • STANDARD , TREE !!! • `. r W� JUNIPER `.t 1 I I-r ---- =!'r-�---- --i - --- - i_ BoxwooD� i----- 1 \-�:\•1(tt% 4 .1\ HEDGE ` -`��` NiLi .L' T 1 PONYTAIL / j CHINESE FAN , r y--) :PALM ' PALM ` +�,`\1rL UGUSTRUM 'VARIEGATED • ) GINGER} .. E ` DWARF IXOAA HEDGiE ~`✓>:f • I 'T t','✓ .. I HONEY ` (I ) • i`. !• 1 . SUKCLE VINE }7,; ' •• \ ` �� �.: �: `. C. :: " p. ram. • :: `. `� .. BOUGAINVILLEA CAT PALM- ACALYPHA t-seSC-DS--� ` _ s _ O I � �FICUS TREE BOUGAINVILLEA HEDGE STANDARD 1 r \•• 4• {' f 1 ,�.' F.. w� 13 4. 0 0 kl a..;..,r aIf15 . r; '▪ t). . R • • {, EXISTING • ' t , ' Ir • ' 4 l . � •1 Jrt i I .+I.l��-- `• ' ,1.!,'' erlVeJa1P�—� cif 1 'l { II "• •� -LJNr ` . A .1 r1 'i _. p`'?• 11 k t:1 ,, Ef•ll rrr l+j 11 ram] • b` ` JIv 1 F.tt; ram_ _ { t. • i • t.9•.•T�. , C 4_� fit Y:A KEY Dave Spector& Vanessa Madina 0 a "FICUS TREE(5)TO BE MITIGATED FOR RESIDENCE BASED ON CITY OF DELRAY BEACH TREE ;:Io o ` , EXISITING PAVEMENT ADDITION MITIGATION REQUIREMENTS" • - 9 1 y TO BE REMOVED [ 248 N.E.1 st Ave. - P ^:<:_:• Delray Beach O N .E.. - Vt. ._ STREET •- • ed e ° II __-- __ _ - d °' '.4' •.. %I ••e h.N. s \ . ' a c<. " - < , - \° ° ` ° '.•"e .. " .`= °" d,•` ° °�" .° <•'°•" ' ,\ j` I cu.,w.oac.v:m.nam. - . I I \ !\ i C ' I • / / \ \ .. REMOVE..: 1 .��.. i I , ! r PAVEMENT _ I � 4 M00fESSIM OW 0 10. ` 1 / * -. '.f( nc "c I MURAKAM I \\ ` \ /// _ .f/ - - - ' REMOVEPAVEMENi:- '' ,' I I _. -� 1- ,-'-�:[. - �:•' - - LANDSCAPE ARCHITECTS -REMOVE �..<� 1 ____ _ / f 0 I 1 y �J L 1 natal.° r e as _ i� xi mine `j - - ems• / •.:,.:: //� �/ REMOVE T JUNIPER /d ...+* 1 • r - _ - >-;rY `�" 11% URIOPE /-.. — ( • 1 - -- tom .-.- �'- /`// - :» O I l I / : - � r f cc=,'- URIO - f - - //�� n • .� • • . ( , - - 1, SOMXWOOD REMOVE PAVEMENT i Li) I I - REMOVE PAVEM ,� \ �'j REMOVE • �/ HEDGE ' - 1 - I _ �i (`- �I��� "� +` - , ..1-�_ PAVEMENT . •.�� • 4,4 j-- 1 meek j Lii - r 7� _. . REMOVE i `L l e - -I• '��� :.:, ����"�`"�``; - _ �- V. .�/. .: ' .. - PAVEMENT •- ._: -'- /.o�//// :=,:.'���//..���� REMOVE -. sat w am- e. TREE CtTRUS // , //•'%/.///////�/.//ri�REMOVE.•i REMOVE /� / iy c== =.-. • rrom.� %T; e .7 LRIOPEL URIOPE �_ . 'di . �' tJ ' j i i j CinI Coated Br j . 1 / rr I REMOVE.•-( ! . I , /%/�� 1 FOUNTAIN f - �. i u.tmms REMOVE ✓!f;\\ - ;.`` - ,J fj% I s..,.. 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L-8 .K.Le..... .rr.cracs HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Bruce and Carol Rosenfelt Authorized Agent: Richard Jones Architecture Property Address: 522 NE 2nd Avenue, Del-Ida Park Historic District HPB Meeting Date: June 3, 2015 File No: 2015-137 ITEM BEFORE THE BOARD The item before the Board. is the consideration of a Certificate of Appropriateness (COA) associated with the new construction of a single story, single-family residence on the property located at 522 NE 2nd Avenue, Del-Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property consists of Lot 1 Block 5, Dixie Del-Ida Plat in Del-Ida Park Historic District. The property is currently vacant and consists of 14,476 square feet on .33 acres. The frontage of the property is 138 feet, and the width and depth vary across the property. The frontage of the property is on NE 2nd Avenue, and the rear of the property is on Dixie Boulevard. The property is zoned R-1-AA (Single Family). The current request is for the new construction of a one-story, single-family "Caribbean" or "Tropical" style residence consisting of 4,238 square feet. The ground floor is 3,187 under- air, with a covered loggia of 279 square feet at the back of the home, and a front porch at 80 square feet, • and an attached three-car garage at 692 square feet which faces Dixie Boulevard. The highest roof ridge is 20'-7". The front (east) elevation of the home contains a one story residence which has its garage frontage on the northwest side of the property, only visible from Dixie Boulevard. The front of the home has vehicular access via a semi-circular driveway. The house has a massing of several gable roof configurations with various heights from 10'-0" to 20'-7". The roof material is 5V crimp metal. A small front porch is located to the side of the front entry door and is connected by interior access. The stained wood front door has a small gable roof with three small Bahama shuttered windows above it. The entry is emphasized by a small wood pergola. The solid door has two narrow fixed glass sidelights. Above the front porch, there is a roof dormer with three windows. The body of the house is painted stucco, smooth texture in a light gray tone, with white fascia boards, and trim. The shutters are to be a light blue color. The wood fencing is to be painted white. The windows on the east elevation are white, aluminum, single hung, impact-rated, and consist of four over four patterns in six different sizes with dimensional muntins. The remaining house • elevations have combinations of window styles and quantities as previously mentioned as well as single and double glass French doors, and glass panel slider doors consisting of two (2) and four (4) doors. Vehicular access to the three car garage (two individual entry doors) is provided at Dixie Boulevard. The garage is setback from the street 37'-6" and measures 17'-0" feet high, grade to ridge. The garage is flanked by two (2) historic, contributing one story mission revival residences each measuring approximately 11'-0" in height. 522 NE Second Avenue,2015-137 HPB Meeting June 3,2015 Page 3 of 7 rear west property lines; it is a policy of the Engineering Division to require the concrete decking set back 5'-0" from the property line for drainage purposes. Therefore, the plan should be revised unless the property owner obtains approval for the proposed dimension by the City Engineer. This revision has been added as a recommended condition of approval. 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. STAFF COMMENT: The proposed new construction classifies the subject request as "Major Development." 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: A wood, five foot and six foot high fence (including partial existing fence at rear interior) with three gates and arbors are proposed at each interior side of the residence and garage, thereby meeting the aforenoted regulation. 4.5.1(E)(3)(a)1., Buildings, Structures, Appurtenances and Parking; Appurtenances, Garages and Carports: a. Garages and carports are encouraged to be oriented so that they may be accessed from the side or rear and out of view from a public right of way. b. The orientation of garages and carports shall be consistent with the historic development pattern of structures of a similar architectural style within the district. c. The enclosure of carports is discouraged. When permitted, the enclosure of the carport should maintain the original details, associated with the carport, such as decorative posts, columns, roof planes, and other features. d. Garage doors shall be designed to be compatible with the architectural style of the principal structure and should include individual openings for vehicles rather than two car expanses of doors. Metal two car garage doors are discouraged; however, if options are limited and metal 522 NE Second Avenue,2015-137 HPB Meeting June 3,2015 Page 5 of 7 New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Standard#9) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. (Standard#10) (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4.5.1. (a) Height: The height of proposed buildings or modifications shall be visually compatible in comparison or relation to the height of existing structures and buildings in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c), Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g), Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i) Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j) Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all 522 NE Second Avenue,2015-137 HPB Meeting June 3,2015 Page 7 of 7 C. Move denial of the Certificate of Appropriateness (2015-137) for 522 NE 2"d Avenue, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Certificate of Appropriateness (2015-137) for 522 NE 2"d Avenue, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following recommendations: 1. That the overall garage height of 17'-0" feet (facing Dixie Boulevard) be reduced by 4' to 5' feet in keeping with the height and scale of the two adjacent one-story historic Mission style residences that flank the proposed garage; 2. That the concrete swimming pool deck space on the west (rear) of the property be at least 5'-0" from the west property line; 3. That the proposed east (front) elevation that (represents 6 different window sizes), and west elevation (represents 2 different window sizes plus 4 different door types) be revised to reduce the number of varying window and door types and sizes; 4. That sufficient landscaping is provided to screen the circular driveway parking, with a note to this effect provided on the site plan, with final approval to be provided by the City's Senior Landscape Planner during permitting. Prepared by: Lynn Van Duyne, Historic Preservation Consultant fi"" uy ' .` '•♦ y ►7dr 'i , • v ' !T� ..l !' I. 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" — - PVT 7Ti... l':* `f �A&:,�_ L A'= r ," ' "` ' , r{ °fir s r° ._ _ t z ;,. .. - _-� —. _ -. .. �i�ii� i7S'.h:: �."ti?.�.:L'_ r .4'•. ik.w•,.i;i �.�". .r ,s:y ���.";��?, :.'�.i .:k.A �t "�' _ rl �, t ♦ F•y• +'• w•C^y , w }sue `' •,[L ..-•_` -r^ "7 Tom'--- •`i•r<- -..`F4 r F 't'`'-• v- •':. - .1' - e + x` G'+,'s RICHARD JONES k 1 *i , i .°• c W f .4 M 1 � F ■ k T _ � \ �.� -_ DEL IDA �F( t , I ! I [ !t y $ p ... • ARCHITECTURE gt . : .�.,• _ . r• �� �` CUSTOM HOME B .4AVOPLOIIO)A DfN :: �."Et - i_ i..� 4 �-\_ lu c.EFlRsfeYSMJeIscIIlP lm w • ♦.�.�7ii ..��',--di , 4 DFIAAY • -•! P i'^?tf?� �-'4 P _ =C � ~�': �^--4 F- V 361Z7L9116 I P ML27491% : s1,',-6 _ iAA26001617 I D326C01056ul z1 ',k I I� J i..i■■t ; �gp tlM�l 522 NE 2 N D AVE0 ; yr ollir.I }> • C„-:.� _ - ■ ILII I i _- tt'A • WR'W.RIARCEIIIFxItLtEC011 $ � ) ' � '"'�� r. ''• _ _'=• DELRAY BEACH, FLORIDA 33483 -E• ,.• • ,- rYl '4 P.'a•r. -.,.- . - DRAWING INDEX - CODE RESEARCH LOCATION MAP ., a EMI i TO- M ra 'a cr. 3 • X PROPOSED PROJECT: SINGLE FAMILY-RESIDENTIAL 0 H w ARCHITECTURAL GROUP R q E+ r4 Id CVR COVER SHEET GOVERNING CODE: FBC 2010 EDITION,FFPC 2007 EDIT70N,NFPA 1 UFC FLORIDA C.) U SP-1 SITE PLAN 2010 EDITION,NFPA 101 LSC FLORIDA 2010 EDITION SITE LOCATION '� [ Q P�+u� o 0 it. • A l FLOOR PLAN MEAN ROOF HEIGHT: 15'-7' Qp NI p o• o A-2 ROOF PLAN _ F7 A3.1 EAST AND WEST ELEVATIONS TYPE OF CONSTRUCTION: TYPE V UNSPRINKLERED — 1 >:- + . �'; L -• m •�`411 Won get A32 NORTH AND SOUTH ELEVATIONS : _ � m.i A-4 DOOR AND WINDOW SCHEDULE - ,y� [•7thlSt $ Rc BUILDING DESIGNED: ENCLOSED s,� - { +'- f CIVIL �'3- i I cL v �,, h' r:- •f0(� r._ rya' - - .Q•-� S w 7-y- T..4. ..,•- .. C-1 CIVIL PLANS LOCATION MAP COVER SHEET WIND SPEED: 170 MPH ULTIMATE WIND SPEED = R. eaN�^17L�tSr _ �±�.�•. ��- �� Ra C-2 GRADING,PAVING,DRAINAGE AND SANITARY SEWER PLAN EXPOSURE C "� � I �r •.--E `�\ $ 4ip t C-3 POLLUTION PREVENTION PLAN 4 C-4 NOTES AND DETAILS C-4 SECTIONS ZONING DISTRICT: R-1 AA HISTORIC DISTRICT • - + h.Vvi th'St`.- '_ •+�I ��I9 " �- Qy ..4 : 1 • LANDSCAPE REQUIRED SETBACKS: FRONT SETBACK=30 0' PROVIDED FRONT SETBACK=30-0' - • ;I - ` , 4r I. r , LND-1 EXISTING TREE DISPOSITION PLAN REAR SETBACK=10-0' REAR SETBACK =10 0" Ds.) { v _ . `�� , LND-2 PLANTING PLAN SIDE STREET=15'-0' SIDE STREET =N/A . L. - I'I `1-;1. -14 .. -`' f�i..p.., a` �' ' - ,• '' Jam• '�' ,,: �.C� t SIDE INTERIOR SETBACK=10'-0' SIDE INTERIOR SETBACK= _ .a '' � �-• .� a • 4 10'-0-H1'-11/2' .4. • `n �R`' I'} :f'G .; 'J `po tL®5111!lPr�racc�-"• PARAMETERS =JcOd'Lr,: Ai. _use , _ • `�.: K .1 . -1 • DESIGN „ to .D t :4 - r/� :1.-5'.' 1 Air r .5_,N.i'�•. o• y�y_ g •L -AA26001617 I M225031056Z 2 Tye _ , 6.....'•___•...- .Jai `-5` ;�,a`• J'df;•• ,la,i - - =.:" 19 1*' 1 OCCUPANCY(SINGLE FAMILY,DUPU7[MULTI-FMNLY. o �.,- • 4 /0 R �- r_' i V�tFI Ct�"` DPSID}IEIL� 14.072 COMMERCIAL,INDUSTFUAL DESCRIBE) SINGLE FAMILY - -}r+ -_ . 71 �fl 1 _ , - - i:5 DRAGNEE, IS EXPOSURE CONDITION C �X SEC.R30121.432N0 FLORIDA RESIDENTNL CODE .�_ + a`-{,:'"3':j..2 G pr. - �_:7__r1 .. N . �, `, ;<+ �.' .�•' PLAN REVIEW: RI MEAN ROOF HEIGHT. } �` �-•T •- - - lF_ :�• • •,"� - i 15.7• �%ASCE 7-10 CH4PTER� -Lf i-±O� i-,� 1 •a C,� _ cr,awm-ra*c• 0 riff* • O • lit • u BUILDING HEIGHT 0 S SO FT.(MAY USE LOW ME PROVISIONS OF THE 2010 FLORIDA RESIDENTIAL CODE) • I F_ � 5 ? Ci 1 .1.. . �� •�•. _^ HISTORIC REVIEW: >80 FT.(ASCE7-mCHAPTER28) �■ _ i {•:;5[h`St ""' Y'�jNE;5It1t'St`'3 °4-D7uP. BUILDING DESIGNEDAS 0 PARTIALLY ENCLOSED pENCLOSED El OPEN DTESTE❑D(NAND TUNNEL) - 'r'.^. _e'eia� .5 - aq � "_ .4- t. :1-�. -'j- .: ° - (DETERMINED `'' ZS.:r-i, i I A'' i �A ','1.a Lg"I E• 'I Z �.ti, ' L-._, S IMPORTANCE FACTOR BY BUILDING USEIDCCUPANCY,REFER TO PBC 2210 OR ASCE740 CHAPTER 2S) 1.0 i.;� ' u,• - - ` I BASIC WIND VELOCITY PRESSURES:FBC2110 , P�. * S� * •( . - VERIFY APPROPRIATE POSITIVERTEGATNE PRESSURE COEFFICIENTS HAVE BEEN APPLIED TO MAIN WIND FORCE RESISTING ^. SYSTEM.OR SUE No,ENVELOPE COMPONENTS AND CLADDING AS APPISAA,c- P L -�4.1 Lz �� • FBC 2010 ULTIMATE%IND SPEED 170 (3 SECOND GUST) BASIC VELOCITY PRESSURE w =`:; - u ,. _ _ NE 4t11�7'. 3 s>• Q PSF -� qt ' - :— . jc ASCE7-10 CH28 RAND SPEED NA PSE _ + -' i- . - B t TMSECONDGUSt) BASIC VELOCITY PRESSURE c �4 , - - AYy lapp _ Rl:17S10N5. NOTE:ACTUAL DESIGN PRESSURES FOR ALL EXTERIOR WINDOWS,DOORS,GARAGE DOORS,AND SIMILAR ENVELOPE ELEMENTS MUST MUST BE INDICATED ON CONSTRUCTION PLANS, ROOF DEAD LOAD(ACTUAL DEAD LOAD OF MATERIAL USED FOR DETERMINING UPLIFT REACTIONS) 5 PSF FF C SOIL SEARING CAPACITY 2500 PSF • n REVIEWED FOR SHEAR WALL REQUIREMENTS YES ONO(IF NO,INDICATE REASON) c 4 . x 9 • CLIENT ARCHITECT STRUCTURAL • - 4 MJZ PROPERTIES,LLC RICHARD JONES ARCHITECTURE ENGINEERING PLUS . V U t 3300 S.CONGRESS AVE.SUITE 5 10 S.E.FIRST AVENUE,SUITE 102 19528 SEDGEFIELD TERRACE COVER SHEET 2 BOYNTON BEACH,FL 33426 DELRAY BEACH,FL.33444 BOCA RATON,FL 33498 H TELEPHONE:561-244-9908 TELEPHONE:561-274-9186 CELL:561-756 4106 € FAX:561-479 3743 CVR - Vim i c • F. 1 RICHARD JONES 41 ?, I \ \ SO -fi45. bSe • vr • E•°3 `p•�� ■ • w ARCHITECTURE y j-\ f;"" ID tE.F9tSTAVFI.UEIEU[i%18S 'P' \ \ VE3EL21431I0 tFLORIDASE12 EMIT 9106 A4" 2::.:4.:.::•. V 56117191RS 1 !561SH91% HC,GA1V MIGHTTRIWGLE' 'a AA75001617111375001056 4 ) 1. FTNCE!M H AHD y \ ,FT]ICE/MBOR AND ► W W W.RIARCfIITSIi7REC�1 GATE EMT WITH SHFCG6dU ` �.. J.HRO(EANO CHILD PROOF )a, \ IB�y, - LATGHEa. 4$4TA \ .:;. F\ W•• AY PAVERSANDSCAPE PLAN EMI ,. • EJOS,S/G VT HIGH na°D FENCE lik \ \\> / � µI Ha m 3 / SP >.m C� xM-ITlrwerm PROPERTY• ' \`' �'v/'P'•)'�i- O y w 4 .• 4 to HI 1.EV} • OL t. UVIDSCAPE PLANS (UNDER SEPARATE PEAW) i• S 241r I� ,"� A w y )fir d¢� — -• -- -- L��'%e'I ■■ r�i . �0 / GENERATOR SEPARATE PERMIT e I ' C NEWSd HEM VAOC FFMCET° / X.1. ® �Z--- --- �o ! 6¢ C R�UIRLOAEMSTOR MCA r-1 f WET CITYPSOURTY l II L SAFETY BARRIER. / I I C — / ELEG FLETveNMNN 1-STORYCNOSTRUCII)RE 1 TI��• � R DECONRECT MMTIL'LOR,O n O �� I I RN.rut.sot it I Ii I �r ® 7�O nLmLOCATLONrmLPRLox • . k`. t 1 ABOVE CROWN OR ROAD 1 I L. ® "L'"T�"1 E 0 all El L —J j FM.FLR$ j 1' }' ,oa LOT 1 FLORIDA uca•ISORR 1 `(/ . [^ 1-----.1 ®f TL ELEv.ac i ,� �--{:--y� -�I "SmESE78,C1L OVIDED BLOCK 5 • AHuAl C /1 r---- `'\ �,1I i i 1 aH�.•L��� �I DEL-IDA PARK a Ill I I � o i I _ X III I 11 -- -�?� \l�'�+� Lt� (PB 9,PG 52,PBCR) VIIi \ III I M 11N oxvwooF,reE/ H.S..- I —J I \ L J ARBOR ARD GATE=UPIAGH ji �c SIDE SETNGN _Err I , . . ,` ( - 1� uTCrO+EaHMCE9 AHD CMG Mx6Uotc17I1B28911006 . DEL__ b Sad REOORED FRONT SETBACK !aZ TIML R�� O1I NEWMF HIGHWO°O FENCE 1,•d MDICATES PERGOLA ABOVE ee i I /AMOR MO GATE®UPWRH ERTRYDODR REFER TO DETAIL I TDESIGNER: 11, COMMISSION 14-032 c 8E1FCLCSMO mesa AND CHILD S PROOF LATCHES. PAVER $ .VMIRWAY tr ,s, DRARNBY: 13 n I w Y b I o PLAN REVIEW: RI 0 it L. L 1..8 1E MGHTTRIANOLE a f.1 ,d, DRNEYNY PAVERS t..i to SlO{/TTTC4IGLE REFER TO LMOBGPE PLAN �r— k LEGAL DESCRIPTION 00.PT-15Ill/I �`-: f'1 . ,t,..1 •;* t I LOT,,DUDEDFLIDA PLAT,ACCORDING TO THE PLATTFIEREOFAS o f•::::' ... -::.', 5 RECORDED IN PLAT SOCK,DI,PAGE 134 OF THE PUBLIC RECORDS OF PALM ,..GENERAL UTL7IYFASEMIXT ••.:•••1 C:•.-"''•.''1... /• .'•••] [.•......•\ i.24 Oy Yl BEACH COUNTY,ROMA 1 : 1 Wr .E ,. .NI ' • WOE? €L—� „\F� r.\\+t. SITE DATA CHART • T.u- p •-• TNR MFJI0FEA4470- ♦\ \ \\` J• . 7.7 � MO FOOLPRDL� 4,b8 Sf PAVQIENT 7OSE RHHOVE ,J�//�}• \ ,1.47E et •.-_-- MD REPIAGE WTH TiQA«r \\;\\\\--\ - 1�``� '(C.--- - -•-•- -•- - .\\:\\�\\\ Ta181 SLB Area REVLSTON$ \\\ \\\\�\\\\�\\\\\\\\\�N ":.\\,\\\\\\\o \ �®\wx\ \ \\ \\o\\ ,.\\\\\\ \\ \\ \���\\\\\\\\\\\� \Q\ \\\\\ •\\\\. \\ Baum Wet. is-r PR:) o • R: NEW CGUMY LOCATION NEW OURS CUT LOCATUN TORDRNEVOW w • LNEWGURBRICATTFIRIGCATIDN REMOVE CORBMDAT THIS LCCATM iii BUILDING SETBACKS 2 0 i Rectified P va N.E.2ND AVENUE — — — — — Fart Setback a c illR (Sa RR:HT-0E-WAY PE1LPBS.PO gPLi1) Rev Se'Sedt ,C1!' !D•-D' L Side Se7eda , d 10.-c Xy \\ i♦i♦i♦O♦ al �i♦ii♦♦.'i0�0 ,,'�Oi♦•�♦'♦+♦� ♦ O♦i+ .\\\\\\\\\\\\\t\\\\\\\\\\\\\\\\\\\\\ \\\\\\\L\\\\\\\\\\\\\ t\\\1\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\��\\\\\\\\�\\� BUILDING AREA CALCULATIONS TOTAL SITE AREA • \ .� LOT COVERAGE 4,238 SOFT./14,476 SOFT.a 29% (I) 1 r11�11111111111�1 ���������v •�. I/IINIIIIIIIIIII��iy♦ z m m ••p",\°\ - - L�L7,j TOTAL FLOOR 3,,6/SO.FL p7�}��+TO�PLAN t \ ,`♦t*Nr•,w1•111111111`1115'1�1It/�.* `i _ \- Ymmrnmm• •.. -. '`mm ''I �.,87 SOFT. SITE >y . / 11" GARAGE 642 SOFT. H ' .7♦sue♦s�s����7�♦��s♦�♦. COVERED I mr A 279 so FT b ♦:♦2�. ' �• Site Plan ��. PORCH Io�FT z w LI' •.*. A.. TOTAL BUILDING FLOOR AREA 4,238 SOFT. Ct // LEGEND /• •�� v '` Y� �/ 0 v Rti t in rwlp p O Ra) 5 . Q• /Q.� 7(111. - ,J NORTH o RDA PPE Rua(w Fw7 „� • l m�Tc t9 S ` SCALE' 1=6U' o• �� L966 \ '��j/ -o---5..., \�� 0 5 10 oe, I:UOI GCE USE c4, ,' / I d • CLEAR \ 6� / �' �� ` CRMH/C SCALE IN FEET \ m _-mx O� OT ��� fit?\`L\�Q LAND DESCR/PTION. n Cis ROE Inoauu •SQ 57 -9 \ LOT F.4YQDIXIE3 oETHE r 73 - \ A RECORDED TO THE PUT TNEREUF ® = 91 C, , ° -o AS �' HAT BOOK,04 y (DI P2 O- -� PACE,Jf » PUBLIC RECORDS ` ® p��.T PM iN*UL 0 57 C.- �` 4 OF PALM BEACH GOL/N7Y.FTDRIO4 S \ Da RP M 1 // ��/\, ,' ( 1\ '.% Q �J ;� �`Y PALM OF �� a �f ®RpW oDaml i` a F P •' << 2 - \ CaLw1Y.FLORIDA.CONTAINING ••.. �.�D D1 a,� Z= Fj �,F / `74,476 SQUARE FEET(0.35 ACRES) �_v` s 0 0 1 �-5. t,/ o LlL7�OR LESS O Maki OO ` '..'lid• /.. SURVEYNOIE j;, �c9; �' h-� a°' `\A '�✓ 7.lANQS SHOWN HERE WERE NOT �n �\W >> 'Lj,Gj, / ABSTRACTED BY SNAIL(ROWS& o k`;��I \ / , ASSOCIATES FOR RIGMS °AY. 7 \`\ O >a� r ° • �/ EAsty owNERSHIP. OR OTHER / O r\ '�� \ St maTRUL,Ems OF RECORD. CS / KM nK �:' O C 2ELEYA7JONS SNOAW HEREON ARE / , _ ... Brim ON THE NATIONAL GEODETIC v1 / 0co J- (^ BENCHIMILI PALM BEACH COUNTY =.54 �� / `J• \ (� c>,o arse w ciaArRE7E rJ+ETmrEE M .: `•\� N J o, \ BLONDE-�EVATeav4zuz7 W 0 =o•co c,_ NO 7 ° 7 3'7 9 "W 82. 07 /c '`/ C -AwAY L/I! G LYA7E' BOI EVARq OEZ-l61 PARK z °ii L?) `�1 ,�7 _ \• DET20Y,f1A.AL�RDING ID THE a a / `,1 / . v'� • �/ HAT THEREOF AS RECORD Pi PLAT ^\ \ RECORDS OF BOOK 9.PACE 52 OF THE PUBLIC O 41.11 BEACH mown M x• / f ` \ FCCR/C4 Sa/OPL is BEARS NA47H E"1 yl la N o"M'1 •/ , "1�(�� 1. l�� �f.7.4B`19'EAST (A55UIIEDJ. Q,Q F o w • p '\� D( 0 QUALIFIED PERSON W MIS L, < m N . �. A\ A I2 COO n n- h n O �ti 4 I�, ` S7HE'LAND DESCRIPTION'.HEREON CA z<s ``� U A\�( I)( IY, r0_C ,,yf / d, �V\ Y!. '`•1. DESCRIPTION PRONGED BY THE Iwl w IS IN ACCORD HIM THE Z Z a '•l• EL 'iii \v "���,C1 `O� ^ JJJ =v` 1`ti . � AIRGRQU//0 f.TY/NaTTDNS NOT 1/p� W M Ll_ U7 to � • 7fZOOD ZON£WTORIfpXYt DRAWN--6f: MDR �`� S �', + 1 COL/YUN/TY NLh 1251L72 In QG O,_ L....." �✓ • Z NLF LTLTU2-D CNECIOD 8Y:MDR �l (� '9� DATE IMP: 01/05/e9 DESIGNED OT: 7 EL �� Y'� '� N�'S �/\ ... (� APPROVED BY: SDA % - \ ••I O vJ (\I SCII F•1-.10' LIJ CI Ci CD O I a LC)0 CY) ec 11' ` , 4• 0- Q C..) Q - •�':�- .� :'• O 10' GENERAL UT/LT/Y EASEMENT �" " o . •. „ ••. • • ••,- -••SQO`QO••0.0:l�V'•1'18'58'•' • • . .. . ;•. . ' .. 4. zEAST LINE-BLOCK 5-f ,, � `` �O �I /, ► ~• •' 9 4 1vI ^� I, ril O CL Q ail Q K m o .O I d, • . 4 Y K Z o I. I . 0)C) CI I (50' RIGHT-0 —WAY PER AB 9, PG 52, PBCR) p rn I CENTERLINE 1 J• .I �, �_ CENTERLINE �_ NOO OO DOE 138.58' _� SEAL -- - 1Tich 6.42' _ - - - 'S'4 — - - - - - - -- FOR THE FIRM.ETV: 1 N.E. 2ND AVENUE IInJ� I. CER71Nm 7V MICHAEL D. ROSE ...-."1 BRUCE G ROSENFt2T AND CAROL S ROSENTIIT• PROFESSIONAL SURVEYOR i '4SON NATIONAL @4NK d TRUST.'LS4Oq/AUU. AND MAPPER (31 FIRST AMQ3ICAN IIIIE INSURANCE COMPANY;AND FLORIDA REG No.3998 JEFFREY A LEVINE:PA DAB at 0. 1\1 MARCH 2015 - 7 RECERTh11QF MARCH7;2015 105 NO. ,- -- -- -- -- -- -- -- -- -- __ _- _ DATE OFSURPLX.14NUARY21.2015 06928.00 - TINLESS IT BFAR-S DIE ORIDA LrrSURVEYORRA D MAPPER AND �NAP O BOUND RY or . LS SURVEY FOR B ORIMIIOYLL PURPOSES ONLY AND 4 NOT YAUD. coil i RICHARD.TONESk sl leONwCw FEN2AIDaAIE 1 W WOCO Ned AEOIE REFER I- TO DETAIL Q • C • \ MI . , e l •`` MO_V RCR00lA •''.\'" c,,�Myr aARAL1E ARCHITECTURE `y eeeR 6 \ Rs rauuOE • RAOTC, OOOrt(,TR3 / ♦\4 0 IOLL EMT AMASS MITE ICI C / `\I DELRAYBEAOL FIARIDA 21141EN.4 'a,... . ♦ V 3613719116 1 T 361-1743196 1y / ,�\O AA26001617 I7876°01056 <•v�'^\\ \ , \ / \e rmi.OE°mt ', \ \` / / ' `0 ' tvww3uARClutrtlll�cat U t 1 y/�// \ /`ATRC s1OwGE-%i/ X `\ 41/ \ ACCESS \ i \`\ 3-Car Garage ;�/ lig inni ; \ 7p-2x21•-2738.1P' , \CEILING HOGHT:10'.rQ2. - H o ♦` ' ` W SWIM 1 m Fr /--Roactorr MM Y/--nand pJI 4/\ p .y7N 9 0 ElEY.R! o s R-„EAUATED xLs: 3$ 1 1: WALLCOGARA`"'E , TORIDGTION 11G d " I ,�i O uwmsglRATe rEtMT �tcmwGHExam ,�, 14 O / c g ,•� E�.1�°S �ar W C 1 O EIEV.Cd 0 I ' ,. 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O la�- ? 1 1e I 0 Porch 0 MC 12/,/i.,•• \\♦ I I ,Td'Qa I O TO Ned ASWER9ER� g. rcncNWOmFEVCEMD OctE 1 L 11,0° •l- 1T2'X4'd' 9 ~I / \ ■ L 71'�.2IC-J ` W wxA ARBOR ARNE REFER i - - roxrAi1 10-0'Cta TT- 11■ -. -_- C o a tl Y6e o tl OOO " ' ,, OO O F�E%TO6EVATLN• / IN Nad1POST wN RI AMR O PCIR SIONt ,t • COILIEIE ZSTnFRrR1LONARE'f REFB{ro TETAL N OOO Ma YOU veNcOW MIMI& sputrE° 0 IGI11TED @TEGlES�SEE Voll2 NM FCRI O MOD PERMIA ASWE EMT=Ft IN ENTRY M REFER TO OEM REFER TOELEVATION • • i W Floor Plan E Scale: 3/15=1'-cr y e F 7 4as G • Uo FLOOR PLAN . RH 0 L A-1 G • • • iii4 t RICHARD JONES k e • ARCHITECTURE .L'' . • lO LLE.FIDBTAFEINE 16181E 302 ppDELILAY>l FE°YIDA . • / 2� V]61A1 k 9196 I F 36131(9196 '�Y k \ 71 M76001617 I M26201056 i • 0 t. • i\ // 1 1,tiH , � H • / O m U cy / ' /� O�M PI yw Vow O 8� U ay R id N o = / '� ,� ago e ,y� m T 5 / t • 1 I6'1 f— ? / g .• —--ILS ia ` 1 ———�. ` wn WOOF �� 'I`J ` �i' ` //J FL08IDA I1Ca73URE I. ? •,'4'R CN ,� "may. 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I I 111MIIM: 1 i - 1 A 1 . i c : 11111ii79 I 0 k... . . , 1,-.1= ...--.L_ __ lirf!"lim 1 i II 1 i I ' l 1 i 1 ; E MEAN HCOF MM.{ WWWJUARCHITECTURECOM . 12 . . i I ! , -1;......t..,. 1 NB -Ex I m• 1 i ' I 1 1 ' - 1 i i ..o. EAm... . ir . 111Ellii • i .S17 I 1 i ' i i I i El i 1 illtalliiiiill . i il111- - = _ I I ; 1.-.10112.1MW111111111..- 2 =la, .utu. i i i . .0..EAM:i I i 1 1 , 1421 I Illi 111 . 1 111 1 / illthli, 11111111XMAM : iE . f ; if ! Et g, --L-_ IM 1111 . 111111111-12M2Utraa0PliF4LITTI i ' l 11 .- . . _ 31111 . 1111 41 Z W MM. MMMM - - lIfiflf . Iff m . fiEl = filt0s - 1 fbf1 . 0 ! ! fh ! iffgif fli iiffilf231111,„ 0 n r n Dunn a n -,,—,,—,,—,,,--,- . . ....iiiriMMTEMIMPW.LIMMI sla _ 1_____Z__:. _________jr...4...„,..WINDOWS/DOORS Ell ..! 3111117", -S.. 4-fr,". 1:0 DEICEI I T.0.Truorsom .--, B.EV.9,540 gim..0 , , - ,,rr _ ,i,..., 3.2. ,, ,, BI,O,I , . , z, 1 ,...„ ._ ,_. r ,: T_ ; ,\_._ 0 i i i i 0 I 111 um TE: '--• . H • 1 — AllYt i I i ' ,1 k i MI E. - ---- ur AL—la. >2° 11 I=1 r I..-,%0 '>'2.. / ._ - . .--- ,, 1_, _, _,, _ : 1 mm__! , T T „..12 0 2 ,4--- 4 x 7... •;HI g ..c, ED] ... rb•c2o 111 x - -.1 6,--, •- -M- I--- r ---. --r- ,— — — _ F17•_____ _____ _SHED 0<''' L''. r,,,r... F.! • El- El- El- El- -GO El CI- El-i El- ©- E- [2,- El El- DI- Cl- r4 rz 0 g 0 ri 0 0 rp East Elevation - O ......, - i . • Scale:3/16",r-0" • 2 LI', N 8 g, a, ) i...! 4st d . g El • _ _ _ _ _ TOP OF RIDGE ol, FLORIDA LICENSURE 0 k" 14 . 11 11141 I Ililli II illei 1 1 .> 'd I h'-'il I 1 I ill CH 1 ill 1 i I 11111 / 1 1111111 I 1 1 1 : 1 I I 1 I I I 1 I 11 I I 1 11 I I I 1 1 .1 1. 1 i _ ME.A .15rHOOF _11/rP,Ii I I . _ a- I i I I 11 / 111i 1111111 ii ' l II ! 1 • I 1 . 1 1 - i I 1 12 / 1 . . '' 17 •-,.-. . 717- I 1 I I : 1 Ilaillituntandiff I I . . 11 .11 I Ili ! iil 1 , iii . _ 1 i ..k.. -,..'2 121 AA2S001617 f M26001056 3P- .•-• . i t 1 r 1 1 I 1 1 t 1 _II 11 1.11111 1_1 II t --7.. E11 11 ..9111M.:1111 II I III - I I Et - . 111 . E 1 11111111E + 1 101 11.) t . I . . 1 . 1 11E11 - --",.3 tn:...-- ',..T••......o•T_...rT...eF..eI..AWL..r-L,y-t..'T."1- ...er si-e- ..-r \_I n n non n n n- n run n ni --... 1 a ann a a a an- n nr -- ‘-.1 n n a n a n nr no C.--- moleglii. COMMISSION A 14-0M mr s ..' 1 F n 1 ,.......—,—, . ,,, ,---: to wpop_ s=. DESIGNER: ILT — I-1 El 0 0 __ ci DRAWN BY: IS 0 `4 ID al EEEr EEE1 a - I=1 PLAN RENIEW: RI i : . - ,L4 . ÷ + , fl SUBMITTALS: T on , , ,. _ _ HMO=REVIEW: h 1 b 0 01-07-15 A.- -- _ ___I_____ _ .,, El- 0- 0 - 0 0:West Elevation Scale:3/16-.1.-0* c REVISIONS: (z) • TOP OF RtDGE tISGELEVT.GoE. • ..! • . „Atil1111111116.., _.................,_ .....„............,............-_,.... jailnio :.... L, ,..,_,._..,.._.....,,..._,._..,._... . ELEVATION NOTES g I BEE3IIEM , .7 , • E 5vcRrype,s-rpt.ROOF(GALVALUME) ET FIONA OUTLOOKER WITH FIBER GLASS COATING Or D.C.TYP.) X El • 6 1=1 SMOOTH STUCCO FINISH E DECORATNE Y.000 BRACKET REFER TO DETAILS I[IUM 1 U[i UU II ,10 , . Li woon AFTBOR AND coat REFER To oErAn. Ej MASONRY COLUMN W SMOOTH STUCCO FINISH LILl WOOD POST WRAPPED IN ADD(REFER TO DETAh LSI 1*FUMED WATER TABLE L § ELEV.-CS E SPUTTER DOG TYP.AT EACH SHUTTER LII ALUM BAHAMA SNUFFER AT TOWER EAST AND 0 E ALUM-LOUVER AT PORCH REFER TO DETAIL 111 r OVER 2 SMOOTH STUCCO BAND AT COLUMN CAP ELEVATION HSTi North West (Garage) Elevation g DECORATIVE ALUMINUM LOUVERED SHIYNER hi IMPACT RESISTANT IMNDoWAND DOOR wino maws) Scalm 3/16",1-0- E AMRRR GARAGE DOOR REFER TO DOOR SCHEDULE PROVIDE PRODUCT APPROVAL PERGOLA AT ENTRY TOWER REFER TO DETAIL Li now FCOURE hi] 4'HIGH STUCCO ELAND AT'AMMAN HEAD REFER TO DETAIL - - ',--2 ?LI SMDOTH STJCCO.... _ 'S Ed 2 1t2 OVERT 112 STUCCO ELAND ATM/DONS:IL REFER TO DETAIL A3.1 - 2' b j 4 MOOTH STUCCO BAND 1.5i STUCCO TO SIMULATE BOARD AND BATTEN P..3 - • • TOP OF RIDGE GARAGE Lj ELEV. 17'-0" i I: II ;I I II I II II II II I II Ii :I 11 r-- ' - _ T.O. BEAM 1 J : - 7_ 1 ,____-/--J ELEV. 10'-0" n n ri n n I - � i 1 - zW • , � Q Enm � - - 1 I _ - _ < " FIN. FLR. GARAGE ELEV. -0'-6" North West (Garage ) Elevation Scale: 3/16"=1 '-0" • F F. RICHARDJONES 41 ot. ARCHITECTURE • `T, — — — x TOPE RIDGE ei ° Tom �� ELEv.2a-r Y .E.1 q 106E I❑SETAVENUE I SURE 1M • 0 SIM ,2 iY\ _- TAiAT43116 I11,SMS 0196 k v ssTaTut+s I seLnastss 3 / MEAN ROOF HEIGHT AA26001617 m2ao01056 i .I1L11 ! I ! , rI i I II ©1 1 1 1 1 1 1 1 1 t l l l l II II_ 1 1 1 1 . 1 1 1 T.O.REAM JV 1 ❑ ❑ ] ❑ ❑ T\1 0 II � it R 1'I ❑ R ❑ ❑ 1L 7 C ❑ I� FV.ta-0'� ii.4 t. — "7 i T.O.WWDOW5700ORSph El 1 E i. �,� I Bwa tu 1 _ == Ili 4 n620 — — — — — b — — — O 1 pq —T—' — FINISHED ROOK'V ELEV. v V Q-- El E— -E 0 E O °°P. a p, .5 O. South Elevation a 0 8 • 2 Scale:sr,s•=ram a °o r 1 , d am, a v5 .PI mo ., Q 0 W k AC4)it e © A 4 (�T�� t ---- 7// — — — — — — — — — — ELEV.2a-r TOP OF RIDGE' o !%�;! o ©" FLORIDAT�Rm LTCEiSURR 0 IIw - - - 41 i �� �� MEAN ROOF HEI(�}{T,,yy '.��1' tz ELEV.15'-rY \� i. � 'N I ')'I hill , 11111 1111 III �' ©,2 /�� I r r r r II 1 1 I 1 r ! _I r 1 I I e I I 1 r I 1 1 1 1 1 I 11 1 1 1 1 Y I '���3 Mlb�fbl7 I026001056 - c . 1 - - - - , - it - 11111111111G,.1\�U<1 VU — ELT.6OV.B1Dd0 U TT� ' �� -�//ry " — TO.WINDOWSIDOORS tX)AtbB35fON L 14-032 c E - V -._..-. --1 la ELEV.S'•V'� DE4GNFR: NI tBEEI® ®® DRARRiBY: 13 PLAN REV1T:lN, lU 3 e 0 _ II ❑O ti I _ SUBMITTAL& QQiv--- — — - — '1�.�__L'_.-„f�.._.. iill FMtSFfEDFLOOR h 04-0745 REVIEW: ELlti.a-0' 11 4- o— E- © o H-, • P. A ° North Elevation Scale:3H5'=1-cr REVISIONS fi A " 4< i r. • ELEVATION NOTES Xc Li SV CRIMP METAL ROOF(GAWALUME) LiFOAM OUTLDOKER WITH FIBER GLASS COATING(24'OZ.TYP.) aye ❑B SMOOTH STUCCO FINISH PLO DECORATNEWOOD BRACKET REFER TO DETAILS4. E WOODARBORAND GATE REFER TO DETAIL U� WOOD POST WRAPPED IN AMC REFER TO DETAIL I4 EMASONRFCOLUMN W SMOOTH STUCCO SHISH • kit T RAISED WATER TABLE •T�{� ' E SHUTTER DOG TIP.AT EACH SHUTTER . U� ALUM BAHAMA SHUTTER AT TOWER NORTH AND 0 i EF AWMLOUVER AT PORCH REFER TO DETAIL ill 2 OVERT SMOOTH STUCCO BAND AT COLUMN CAP SOUTH • E DECORArIVE.LUMINUII LOUVERED SHUTTER u IMPACT RESISTANT WINDOW AND DOOR(WHITE FRAME) ELEVATION E AMARR GARAGE DOOR REFER TO DOOR SOHEDULE PROVIDE PRODUCT APPROVAL u PERGOLA AT ENTRY TOWER REFERTO DETAIL € CLGHTfDOURE u HIGH STUCCO BIND ATNANDOWHEAD REFER TO DETAIL 'L,' ''.,1 K 2 SMOOTH STUCCO BAND L(J� 21?OVER,1?STUCCO BAND ATNIImOW661 REFER TO DETAIL �J°(� C . lid <'6MOOT}ISTUCCO BAND I I STUCCO TO SIMULATE BOARD AND BATTEN L O N WINDOW SCHEDULE DOOR SCHEDULE: RICHARD JONES k 4.1 O WWDOWSIZE O DOORS FRAMES WIDTH HEIGHT WINDOW TYPE FRAME FRAME COLOR ROUGH OPENING REMARKSDOOR SIZE E A 7.13. 2-0' FIXED MTL WHITE PER MANUUF.SPECS PROVIDE BLACK OUT AT DORMER WINDOWS WIDTH I HEIGHT STYLE MATERIAL FINISH GLAZING REMARKS B 2-2,. 4'-3. SINGLE HUNG MTL WHITE - - - .. - EXTERIOR ... "-. - - - . . _ - - -. 'v:-- L; C C Y,2' S'd SINGLE HUNG MTL WHITE _ 1 3'd g'd SOLID CORE WOOD STAINED CLEAR S0.'m CORE DOOR w/(2)FIXED SIDELITES(SEE EAST ELEVATION) c,A) '�_ I 7. - - 3•-1•- .'.8'-7 r SINGLE HUNG - MTL* WrOTE- .-• - 2 e'd 5.0' OVERHEAD NONE • -NIA CLEAR.., AMARR TT acs ?�_'--_c PANEL GARAGE DOOR.PROVIDE MIAMI DADE PRODUCT APPROVAL',• E 362 g'-2 SINGLE HUNG MIL_ WHITE _ .CARRIAGE COURT PT-PINETOP-B LITE SOUARE - - ■ _ ti 7d W-2 FRENCH MIL WHITE CLEAR G (3)2,2 P-2" SINGLE HUNG MTL WHITE ICI C - H (3)7,2 - e',2�- ' SEE BELOW;., MTL' .'.:"..:WHITE:'-.• -: CENTER WINDOYVTO BE CASEMENT TO MFFT Er.RFcq;?: - - - - .. . (2)ZS 860' FRENCH M1T1. WHITE CLEAR J 3'-I' 3'-1' FIXED 1ATL WHITE o L 1.8' 1'.8' FIXED MTL WHITE . . . .. PROVIDE BLACK OUT ATWiNDOWS • .. - - . - _ . S . . . .. . i Gi PL (nBTE tm M . 2'-2` ' 3'e SINGLE HUNG. MIL- .. :`WHITE .V-. _ -. 7 INTERIOR IB'd V f£L'n19�I F 16Lixsl% e'-D` SLIDER MT1L WHITE ''- _-tLFAR--'" -2 PANFl SURER(O1p_' a 8'd SLIDER MTL WHITE CLEAR 4 PANEL SUDER(0)000 ._. .. ..-... • - .. AA260016 1066 a • u m2am c . ... - 8 3612 8'd SOLID CORE WOOD PAINTED NIA SWING-MINIMUM 20 MINUTE RATING. - - - e- 7d. .. B'd. SOLID CORE • WOOD PAINTED - .. NIA'.. -SWING .. - r 1 7$ 'd 8 SOLID CORE WOOD PAINTED WA SWING - 11 - ' 7•W • war SOLID CORE WOOD • PAINTED- NIA• SWING R'V/WRIARClGTECTUSE.COM V • .- 12 7610' 8617• SOLID CORE WOOD PAINTED NIA SHAG 3 --13 3617 • e'd-- SOLID CORE WOOD PAINTED NIA ..BYlJIG -- - . . - . - - - - - - - - - 14 2d' 8'd LOUVERED WOOD PAINTED NIA SWN:LDWEREDAT A/C CIDSET - 4.1 S LPd LOUVERED :WOOD -.PAINTED N!A. . SWIHG-IDUVEREDATNC CLOSET. - Q ... - - .. - - -.. .- - 1B (2)2d 'd 8 FRENCH WOOD PAINTED NIA INTERIOR FRENCH-PAIR OF DOORS . .. "'17� (2)241'_ .SOLID CORE' - WOOD PAINTED .. NIA. -.- PRROF DOORS - - _ L` - - .. ... - .. -- - 18 7$ _ e'd POCKET WOOD PAINTED WAFirill i NOTES: 1.ALL EXTERIOR GLAZING UNITS SHALL BE IMPACT RESISTANT WITH FLORIDA PRODUCT APPROVAL (SHADING COEFFICIENT OF GLAZING SHALL COMPLY WITH FLORIDA ENERGY CALCULATIONS.) 60 2 COORDINATE ALL ROUGH OPENINGS WITH WINDOW/DOOR MANUFACTURER-ALL DIMENSIONS ARE NOMINAL(CONCRETE OR ROUGH 0 C-)WI N k OPENING)DIMENSIONS.PROVIDE ENGINEERED SHOP DRAWINGS&METRO DADE PRODUCT APPROVAL NOTICES FOR AIL WNDOWB•EXT.DOORS M 5,1 a ; 3.ALL WINOOWS!DOORS SHALL COMPLY WITH FS.C2010 e y i-. 2 4.PROVIDE SHOP DRAWINGS FOR ALL GLAZING FOR ARCHITECTS REVIEW D APPROVAL PRIOR TO FABRICATION. MN DOORS7O COMPLY N CODE IMPACT AND WIND LOAD REQUIREMENTS(SUBMIT MANUFACTURES CUT SHEET/PRODUCTAPPROVALS.) I„•.i o E.FIELD VERIFY ALL WINDOW AND DOOR OPENINGS PRIOR TO FABRICATION. 0<' h 10 (s. E WI 7.ALL NDOW6 NOTED AS EGRESS VMNDOVS SHALL COMPLY WITH FEZ.SILL HEIGHT SHALL NOT EXCEED 44'AFF.MIN.OPG.HT SHALL [3 BE 24'AND M SNAIL N OPG.WIDTH SHA BE 22.MR.CLEAR OPEN AREA SHALL SE 67 SO.FT.(SD SQ FT.fa 1ST FLOOR). N (14 ooU • 8.ALL EGRESSWWDOWS IN SLEEPING ROOM SHOULD HAVE MINIMUM CLEAR OPENING OF5.7 SO.FT RIG PI a C g • 8.ALL EXTERIOR DOORS/WINDOWS SHALL BE INSTALLED PER FLORIDA PRODUCT APPROVAL 0 Z IA O V pa 10.ALL MUNTWS TO BE RAISED T M'TYPE ON BOTH INSIDE D OUTSWE OF WINDOW 11.APPLY SHERWIN WILLIAMSL S SHER.CRETE FLE0E CONCRETE WATER PROOF(TEXTURED AS SERIES)AT EXTERIOR PERIMETER OF ALL DOOR L "Th 4 p. .3 O ? WiNDOW MASONRY OPENINGS TO ADISTANCE OF 12 FROM EDGE OF OPENING UNLESS OTHERWISE NOTED. Q 12_USE LOUVERED DOOR AT HVAC CLOSET IF NO RETURN AIR IS PROVIDED N RI NeD 151 4 • A i p4 C yCE C WINDOW TYPES:111 DOOR TYPES: (AS VIEWED FROM EXTERIOR) . i i y , I 1 1 1 1 1 _ 1 I I 1 �� FLORIDA LICENSORS c wil Z _ o r pzp }} r.< ' M. 6 E. o I7 F • 4,1 F IP C ��, 4 e'd Sd 8.47 E • yWj W 16W 3'd 1'$ }7 WO" p nM li AA26001617(3B2fgD1056 • 1 ) T T . TOP OF SLAB - - ��= ��� COAOdISSTONtl 14-032 III IIMIIMM IINIMIM 0 FIXED SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNG — �!® �-.ate CD�ESLGNEW RI 0 • O 0 O O O 4 4 4 § 4 § PLAN Rs b — L {'-$ - Ell HISTORIC REVIEW: E 04-07-15 BS 6.g -7-2 t 2,2{7-7 ♦ 0 }} }7} 0 0 0 0 0 0 2-7 2.2 `27 ( 7-2 j 7-7 7.7 9�71' y ®®® -~ 5. 0 0 �� Q ! g 0 0N..._. . < b Y Yt. u W p } 1 H 6 CASEMENT TO • 18'd MEET EGRESS TOP OF SLAB E0. EC EO. EO. k SINGLE HUNG SINGLE HUNG/CASEMENT/SINGLE HUNG FIXED TRANSOM FIXED n 0 0 0 0 0 E L Q Jay G 1 4 NMI 4 NM • MIMI DOOR AND U 0 . - WINDOW A SCHEDULEIlimilli t TOP OF SLAB A A-4 L UNCLE HUNG M a Y • 1 Florida Consulting 522 NE 2ND AVENUE Engineers, Inc. DELRAY BEACH, FLORIDA • S i T E PAVNG.AND DRAINAGE NOTE& 1 THE FULL DEP111 OF AU.DOSING ERGANIC AND DTETERIDUS MATERIAL MN THE RIGHT-OF-WAY AND UTILITY DRAINAGE EASEMENTS SHALL BE REMOVED.NO MATERIAL OF FOOT El I) CLASS A-3,A-7 CR A-8 SHALL BE ALUM 2 PRIME COAT SHALL BE APPLIED AT A RATE OF 015 GALLONS PER SCUM YARD.PRICE AND TADS COAT FOR BASE SHALL CONFORM 10 THE RECUREIAOETS AND SPEGRCATIONS OF - SECTIONS 300-1 THROU H 3C0-7 Of FOOT STANDARDS SFEOFT ATOAS 134 KW.16TH STREET,SUITE 1 1 ASPHALT CDFGtETE REARING SURFACE SHALL BE APPLIED OVER TACK COAT 70 RE LSO BOCA RATON,TOORIM 33432 - BETWEEN PAVING LIFTS • 4.BASE AND SIBCIUDE DEWITT TES S SHALL BE CONOLICTED BY All APPROVED TFSTNG LABORATORY PIN A MAEYOy 70E0 SWMRE FEET CF FN9ED PAVEMENT. THE CONTRACTOR SILL PAY FCR All MITRED TESTING. TEST RESULTS SHALL BE SA VED AND SEALED BY PHONE(561)353-1152 ---�i 4 �- 2S THE LABORATORY PROF SSCRAL 010145ER REGISTERED N THE STATE OF FLORIDA. - FAX: 56t 3 12 Y QJ t% / i PRXTORS SHAM.BE PER BEBSD LTx AIL LUTETaAt.,SUBTJLADE AFO BASE AND AM• ( ) 53-170B • \ 5 6 7 8 ` / 71 Q ST BSED ENT OMN i5 w 1U7FRUl5 tRrtRDaI TEARwC RATWC SEVE ANALY�AND E-LW L' 24 =E SITES REWIRED BY THE CONTRACT DOCUYDNTS SHALL BE SIRKTTED TO 1fE CRY AND Doride ENGINEERS OF RECORD. TIE CONTRACTS R SHALL PAY FC R AU.REBOOTS TESTING TEST nee Ngi rDOgmelmm 1 I N.E. 6TH ST. �> �- Z REBUTS SHALL BE BONED AND SEALED BY THE 1A0OLATORY PRCFESSON,LL ENGNFOt 2 I ( 4%., �. ' 23 D REGISTERED N THE STATE Cf FLORIDA. 1 28 BG 0 6.ALL REPARS TO EESDNG PAVDIENT SHALL RECEIVE SAW-CUT EDGES PRIOR TD RELATING 1 I 22 AS'HALT.LITOXTY PIPING CR MRING LESS THAN FWIR(4)INCHES N DIAMETER MUM A DALE REVISIONS G 1 ryO ' m SCHEDULE 40 PVC CASING PPE MTN SAND BAOOALS TINDER PAWD AREAS ONLY. I 21 1 = 7.MNNW ROAD CROIWI ELEVATIONS STALL MEET OR COMM ELEVATIWS FSTABUSI D BY p ` , ��/ 1 3 20 I— APE TRIGTIEIDBY FLCCO CRITERIA G MRSEVENR LSCf FARO fdUOT Wt THE YNA0111 ROAD flF/A,TONS i B.AS BUILT DRAWJFGS SHALL BE PREPARED AND S181OTIFD TO DE ENGINEER Ef REMO TD� S41' '�� `—O� ' O I TIWF 6 ED M1�DES TCH 6 PPE i O HE E�Rrs AFTER�COIA@IETK) u IRIRr — • ,` 16 �� I U uismomaAND �ARK�E%T SMALL RAIDED m FINAL GRADE yawls HARXER . 1 ® N.E. 5TH TE R R. LL 1 BE DATED AND NOTED ON THE FLAK — I �� Y 1 19 1G DRAINAGE STRUCTURES TO BE WEANED PRE.TD CITY ACCEPTANCE R7j • © 14 2 TI.ALL FAL IMPORTED/BORROW MATERIAL SHALL BE WEAN SANDY SA FREE OF ROMS, — I O• �p N. ILL CONDREIE AND MARC MA1FRIAL ANL1 SMALL MEET TIE FOCI RESIRSIRETS FIR BORROWED 1 �. 2 21 20 Q18 17 16 1513 3 Tz ND COISTRUCTDN ADTIWTY SHALL TALE CCULIO rE PRIOR TO 031AP1NG ALL THE 1 !:•:J 3 " 12 IME U. — 4 R mmMFCTION PEDIA0 MO CIMPL.r APPROVEDDPIANS A.GRIMM ACTOR SHALL OBTAIN AANDD `ry !.;.:.•ti N 4 5 6 7 8 9 1 D 11 I 5 r— ELVPEDNTDTNc A s w ACCORDANCE MN THE APPROVED PUNS AID REWAREI9R CV ALL • ♦ : Ill *44 WN ❖:❖. 6 O GENERAL NOTES O N.E. 5TH CT. � I I.LIA175,F11TAL75,NO MEWS 5 K WIND UNITES,STRUCTURE AW ODER FUMES ME DENT AI:DOIC TO DE BEST RFOMIATEX AMEAHE AT DE DE CF PRIPAUER OF 1135E DRAWER . 1 I 11 BUT ARE ROT PL@ORILD ID B:ASSNWT MEtE DIE m1NBUCEER 914116Ff LCEATDE 13 DLVATEYS MO DAETR ERR OF ALL CEDE OMITS STIEMMES Alit ODFR FEATURES AFFFCTNO N S Q W5E PRIM TO CONSIMR.IDL III N 219 18 1716V15 1412 I 1OI �` 2 DE SQUAT AS RWL OR D PANE EC TtE FARDL GOCIL YS L C mx DE wE Drt ofZuu-hour M.NOn0354t8 • WIETOM.7NAT 11A RDC114D OR DAH.ICED OAtNC DE tDETR000OG �R' G 3 5 6 7 8 9 11 ain I Q 1-L 2 1 NE C 11040 0t 0u11 NDRY THE DEVER EUOR16Y 1Hd A 05E 7 FUROR TIE MAIMS 0 ,` a 0 AIO ACTIIIL COERCE ARE OSCD.4RCO OM AR 510 Fa1A4 OF<aN51RI1CDON. O \ ��` 4 1 D I 7 3 • I rt 4WF-MSC¢NNACIORS R@V2LTT PRE.TO DE HDSLRICBOI OF TIE MIX TO roam �� APRIL 6, 2015 C DM TESTS,S MES P5 SLINK AS NE EfDIS Kamm TO SATgT 166EIF AS TO RE ACTUAL N- N.E. _O 4 • COMM ECM AT ef SnE SCALE AS SHOWN 5TH ST. I- S.THE MORA=9WL.MARX AT LEAST 4B ERGS ROME TO DE MRIOs INMY WARE m g 115 �I $ PODRT DE LS MK CF LTOSIRE 1110020.E 11111IO N AOYAva R R ma1RUCTOI BY CHILD DING. BY P 1 12 �� = 9Am6E 501E 0E GALL AT}-�43I-GILD 6 B.42.CORLS[fE MI.BE Spoe 001111 S DOUR¢ROEDID MI shut N @EONAAE EN CHECKED BY Z.JALLOUL 2 22 21201 1817 16. 14 2 17 16 15 14 13 11 I Lu zQ �� TIE LATEST ARIL BB=CCM PE0MOIDOS PROJECT NO. 100806 i� • 5 'Cl- 7 � 7.CUM ILL OEDIOI 110 W 5111ETOR.DE CIIR/ITJR SHu!BE L SE R PF7517 TIE DRAWING FILE ---- APPR�IOAIE 0LARAK23 TTO4 WY PERM LEI DE1N8 UMW 0L SRDC1105 AS FLOW BY 1 3 1R5\�6 73 91011 13 Mil 3 5 6 7 8 10 D TIE PLATS 9YD,DN ,ROOT AMIDE E MO ANY MEMO ANISE DC Hn1■C=MET 9 4 12 Z 4 4 T H 9 I I ti 8 IEIE DE D CACHE W1A15.1 F DE APPIPRITE 5FARHEE 5 ROT 411140E E CONTRACTOR OWL AEIST HLVATRE OF XL DSI11C MIL 615 OE EES,UMT VALAT ACCESS AQ 8 1 9 VALE BOSS AND VEER WENT WET MS TO E 1171 MN PRCPRSD FNEI CRAM '+I — N Er-----_ -4 TH -- -- .-r-. __ __ __ 4 RDEDO CF PPES 9E61 ARE MPROOUAIE BUILDING AREA CALCULATIONS 17 GM AREA 15 1 28 17 18 1 TOTAL S AREA 14,476 SOFT. 1I I LOT COVERAGE 4RJ3 SOFT./14,476 50.FT,.29% 522 NE 2ND GROUND FLOOR NC 3,137 SOFT. - AVENUE TOTALAJC 3,167 SOFT. GARAGE 692 SOFT. • Ct7VERED LOGGIA 279 SOFT. PORCH 80 SOFT. TOTAL BUILDING FLOOR AREA 4,238SO.FI. - DELRAY BEACH, FL. CONTENTS: LOCATION MAP C-1 CIVIL PLANS LOCATION MAP CIVIL SUMMARY OF WORK INCLUDED IN THE CIVIL PLANS COVER SHEE AND NOTES 1. POLLUTION PREVENTON NOT TO SCALE 2. SITE CLEARING AMD GRUBBING (LOCATION MAP) PLANS 3. SAW CUTTING AND REMOVAL PAVEMENT AND BASE OF LOCATION EXISTING DRIVEWAY AND OFFSITE PARKING AREA C-2 GRADING,PAVING, - 4. SITE GRADING • 5. CONCRETE PAVER'S ARCHITECT/OWNER)DRIVEWAY(COLOR AND PATERN BY LEGAL DESCRIPTION DRAINAGE AND SANITARY MAP 6. SIDEWALK ALONG THE NORTH PROPERTY LINE SEWER PLANS EXISTING OD COVER - 7. SEWER CLEANOUT AND EXTENSION OF STING LATERAL LOT I, OE DEL-ILIA PLAT,ACCORDING TITHE PLAT THEREOF AS B. NEW WATER SERVICE LINE AND WATER METER RECORDED N PLAT BOOK 104,PAGE 134 OF THE PUBIJC RECORDS OF PALM • BEACH CD NTY,FLORIDA C-3 POLLUTION PREVENTION PLAN SHEET C-4 NOTES AND DETAILS SHEET NUMBER C-5 SECTIONS _ C-1 OF 5 • / • �� SIDEWALK CONSTRUCTION NOTES: b�d�DPROPosEo aLvvanoN \\\ \ \ • Florida - KNOW WHAT'S BELOW ALL SIDEWALKS SHALL BE \ 8 • Consulting 4131 ALWAYS CALL 811 CONSTRUCTED PER CITY DETAIL ♦y EX6TWC ELEVATION • ,`� o O . BEFORE YOU DIG AND IN ACCORDANCE WITH ADA REGRAOE SWALE ALONG TMft /-Ij� Engineers REQUIREMENTS PAVERS TO BE PROPERTY R/W LINE PER \\ �0., a, 60 Inc. CONSTRUCTED PER DETAIL D10.1 (TYP.) G y ?} ® ',, ; Its rest Hs flee its t2> IaAY REFER TO SITE PLAN BY (COLOR AND PATERN)mF to CONTTRACTOR Po o \\\\ po. o Q1•J ��,CI, ARCHITECT FOR SITE DIMENSIONSOWN \ ` �tS P� \�'jb / ?O '42 It °�, www.callsunshine.com AND CONSTRUCTION LAYOUT PROP.1•WATER METER \\ tt E ) ♦ ? • 0 \\/ \ IS, . \ . PROPOSED 1'WATER SERVICE UNE(PVC SC-I.40) 4 / \ 134 N.W.1611 MEET,SURE 1 \'r D.7 '' �,f BOCA RATON.FLORIDA 33932 NEW 4-PlYGH W:]47 / � Ei.�� PEu s Mc ,,• ♦ '} MATCH p PHONE(551)353-1152 10' 0 5' 10' 20' w�i�icESAw,a•LDP of l"GI"D ME. '0.:-'• °�♦ ♦ \ 'w,. DUST. I I I I I LATCHES. `'cQ \ �,sc, \ AlION�\ Q'`t} E L(567)353-17D8 • icAS T.O.:• \ s OF•'3YAYP' KEE SE`AI F• 1• 1p' CONNECT WATER TO MOUSE PLUMBING �4'6.4k �� REPa+TOLAUDs:, \ �j�" ��/y\ � LL 4J}P ,Lxidoengineerz®gmaiLcom `d•: � � ' � ?��� \� • \ 144.. 9��y DATE Rfl19Dr6 PLEASE SEE • �4'��/ ♦ �r \ar 4/ SHEET C-5 s :P T s n PER TR m sorts FOR SECTIONS �� y•°6'it ,. // <�`\. P °: \\\\ '? - - • �°° Tr.c. �(20.74.,a '� / Q\ `.,. 0/o.3d % 0.7 \\\ �O`'}�.y� \ EXISIINC-0' .• WOOD FENCE 4. ", \ \\ / ^ A o ``\ \ _ g• OM -` .7 3• AR GARAGE.J r�1• o \\ �C /v A. ? mod" � \ `ClN '��_ PAVER WALK \ / �• r \ • \ \'‘‘ \ 14.67 0 EARiA (SEE FIN.F1R / • WIDE REPLACE DOSING WALK 5 6' \ - •S` , 50.00' �'��. PIA; '-gim -6- CONC.DETAILWALK RT 5.1� \`\ • \ ' 197 �•�,i T� �1Ad I • �� m F��I %�••� Aa GAS TANKLESS W(R.HEATER \\\ . T m PCOL0E=REFER m 26POo t77-0- ;,I '1.1• 1.1 .y GAS METER • gd a'°•°oi LANDSCAPE PUNS (UNDER SEPARATE PERMIT) �G= vEi,1 � ` �T�' -� .�1 `\\ s8'^R 4.50'., - . - . j qY•• (19.9d 1S• GENERATOR LOCATION UNDER \ 69 'dry ''� 9 ��. t. ' E�a i1►' \T\ �� / SEPARATE PERMT N. ems&; J r'� t 1t. �c�...• 1. 'RP �. ,7g,,>• }L \ IrEayso•LucH woeD/TINCE i - I' , ' ,\ ¢ •,?o ``°� �o' \\\ Zuhair M.JOIIouL P.E. MEETCLITAOLNLY 1191 '� 1 1 �� PI �� 'o� \ FL Req.No.:35416 SAFETY REOUIRSIAENTSPORPODL ! I ' 1-STORY U _I a Ma; 9.9 . ELEC.NETFR H/MAW \\ Pr 1&9 `5 1 {R�,1 MAI eT / DISCONNECT(CONTRACTOR TO \ ( 5.$O J I I ABOVE AVEROF RAu CROWN 1' �• ■ L®! 9.9 P 70 Yt5TAt1A7/i0N) \\\ Q4TE APRIL 6. 2075 ' Q I JO PR FOSID FWI91 E7DOR I to.00 LOT 1 \\ SC3 F AS SHOWN ® r�s P C.EVAnON 21.60 FT.NGYW .. IL_ \ ® L 1� co W BLOCK 5 DwNC. BY P.E s. C}9FLKED BY Z-JALLOUL i , 0 I -r O %7I'\a /� 1 m, .Ew..... It. DEL-IDA PARK PROJECT ND. 100806 .�1 (PB 9,PG 52,PBCR) DRAWING FO.E - „ ,� Q, I ��yyll I` •j 4 1 - • - --- Z ''J • 27,41' Na 1 1OM • ``„11 I I I°1 1 d 9 19. NEW 5'-0"HIGH WOOD FENCE/ARBOR ANDI 1120.9d / }{ 09 09 CHILD PROOF DES, CLOSING HINGES AND ( (J "so E .9 Q9 T. I �� 0.9 T PROPOSED 4 PVC PROP.CLEANOUT. . • N • 5'-D'HIGH a P a a C • 11 �, INDICATES PERGOLA ABOVE SEWER SERVICE AT 9.7''•� CONNECTION TO HOUSE POLLUTION CONTROL FENCE nI ARBOR AND GATE EQUIP WITH c ENTRY DOOR REFER 70 �1/8'PER FT MIN. AY PLUMBING uEUMPARK $ �-CLOSING HINGES AND CHILD o q��DETAL r.. SLOPE ' Eyr' W6P,Pcea•PL1oq PROOF LATCHES. n 0,2 0.7- _ y� ,yam Oct t3� ��, SI 9.1 'I�i 11.00' =" ILA CONSTRUCT PER ORIADNAYPAVT3 1: WW 5.1 522 NE 2ND I •..1 iEEFi o r EYOTA•CSUPEPEAN i�LT.. • a AVENUE L--- - -"'^M774� 1 00' n 44.41' 13.•. r0.•+ REPLACE(DUSTING 5'WIDE SIDEWALK WITH 6' En' ML _ ----_ 1 --- •• �- GONG SIDEWALK PER CITY DETAIL RT 5,1 IIr GENERAL UILTIY EASEMENT _ � I (7g CONTOUR ■•-•:. • &7' n t9.9.•. 9.7- PM og MIM DETAILR7 DRIVEWAY 10.1YERS SEE EXIST.5 FT.SIDEWALK 18.7• 834 r: 7� f� e. TYPICAL '• •; • I [' a 1 iA !.1 `4 pc -arvtr.5e1�''- PRDP,rfaY$ifi•: ' r J - ' DELRAY BEAC H . .LL . .: -• • PAVEMENTTDBE REMOVE. .B?" P.: _. -! '-" ,a - _ .. /i _ _ * AND RFJRACEWITH D. ,. - 1 `. / \`.'yV•,a-1`; GRADING, • .._--_ .•_ t.. -0:.._s: - - --------' -- - -" - - -_- _-'- ..:,.. _ •_ III --'-'- --__. ... .. __ o - _____--'- --'---- -_...--_____- -- - PAVING, REGRADE SWALE ALONG THE NEW CURB•NT LOCATION REPLACE EXISTING •NEW•CURB CUT LOCATION FOR•DRIVEWA • '---..E7GSL FOR DRIVEWAY 5 WIDE SIDEWALK NEW CURBING AT DRAINAGE av PROPERLY R/W UNE PER REMOVE CURBING AT THIS LOCATION ��°F I DETAIL D70.1(TIP.) DRIVEWAY PAYERS SEE wiTH 6'CONC. 1•a5 LOGntAJ Ca PAVEMENT jl--- .‹..1 ( SDEWALK PER CITY J /CCM SERER LATERAL(STA.1+1» EXISI:SEWER MH . 19.044 CENTERLINE.,\ DETAIL RT 10.1,TYPICAL) DETAIL RT 5.1 ` 0R 10 FELD LOCATE AND » WATER VB� O ,, • p �8•SEVER . &y •,? U� DRIVEWAY(PAVERS SEE 'J � .� & mN.E.2ND AVENUE DETAIL RT 10.1,TYPICAL) PAVEMENT SEWER p1 OP RIGHT-OFWAY PER P9 R.PG R PECRT ..".6•WATER MAIN • PLANS -i, _ • • . •'. ' _ . . . . - ._. ., ' , . . SHEET NUMBER T • 1 • • :r •ice - - • a ;-: , •_; ., '. 7; .1 -1 [ 2 . -.•% ...: --_tom:•_ _ -r.= .--,_•:tea.,: __ -- • ' , - -• OF 5 N. ♦\ Florida ��� . Consulting Consulting (81 KNOW WHAT'S BELOW ` gin ALWAYS CALL 811 `` • ��' +� E Inc.eels, BEFORE YOU DIG `♦\ ?O • --'..-.O t its fast Hs free Its fire law `\ G! • 115 www.callsunshine.com `�`\\l‘t= o� � '-• E I) . O • \ • \ .,o% LEGEND a` \ ?', POLLUTION CONTROL FENCE (SEE DETAIL) FENCE � � -\ o, 1x NW.ifinl FLORIDASTREET s 1 BOG RITDN.FLDRI 33432 SHALL BE CONSTRUCTED AND MAINTAINED FOR �d j `\ i THE DURATION OF SITE WORK Z�1LEW �,r \ �8•,p PHONE:(561)353-1152 FEcF/AReoa AND d�// �\ ` FAX: (561)353-1706 10' 0 5' 10' 20' GATE EOLUPWINIMFaOSING 0` `♦ 111 \ P E-MAIL: i • i I I I 1 L�um OM°PROOF SOB \ ,y�• �BJO \ fb 1lot�doengmeers®gmolrnm q. oRNE4}.YFA..- 9• S C['a1 F• 1' = 10' � Ea / . REAR TO LANDSCAPE /,/"." �s 9� !',� ' ATE REVISIONS 1 ... / U m Z y / \ \\\ J 4. 'Uy _— .W F m F- 3 EX7571NC 6'-0.HIGH WOOD FENCE t • \ / / ° "F �zWvzoD �w / �Y'i �o TION CONTROL`\ O O En uj O Z O D NtnyTTerR�r PRaPERry ME ,� GARAGE/v Ni oJ• a ♦ \ D c1..w cJ¢LL o ur -- PAVER WALK / liU• FENCE (SEE DETAIL) \ — j °� \ / / FENCE SHALL BE ♦♦ (.; 14.67' o LANDSCAPE AREA (SEE FIN. . ../ / CONSTRUCTED AND `♦ ' ' so.00 m ) LANDSrA� ' E1FV.-D'-6' / MAINTAINED FOR THE `♦ ► I DURATION OF SITE WORK `♦ J-'¢/ 1 { m rll GAS TANKLESS WiR.HEATER \♦ �PooLLx�cRVETLTD I COVERED - s4 lag \ ��55•p�p�dp-_ 11 GAS METER Eg8 rp / c'°g't tANDBGtPEP1AN5 (UNDER SEPAtiA1E PERA4Tl LOGGIA , `. ,, ♦\\ . 77/ a.so ,� ' ;9 / GENERATOR LACAnOR UNDER \♦ IA L. � /� /i/J -�_ �� 7° - OMB I %� c iT .� / SEPARATE PERMIT \\ Zuhoit U.Jalloul. P.E. �,vp. I�'Rr� N. FL Reg. No.35416 NEW 9.PF1K01 WOOD MICE• d+/ Mill ___ __�� * �'� •gyp, Q� \` MESTCT•1CJIMIY T !! FrEclUIREMENT3FORPOO' �/ �_ 1-STORY OM _ii , ELEC.METER s/MAIN `• ♦ Q II { FIN.FiR.uss �4 •`` AMun / Dlscaacor(cDR1R4c7 TD \\ DATE APRIL B.2015 - g 7 C.! I • ABOVE ROM CROWNOF PROR \\ SCALE AS SHOWN POLLUTION CONTROL FENCE LOT 1 \• DWNG. BY P.E.S. • o ELROPOSED FINISH EVATION r F.LOORNcwI T 1D-oo' (SEE DETAIL) FENCE SHALL BLOCK 5 CHECKED BY Z.JALLDIn- ci �nI ® _ ,� 1 BE CONSTRUCTED AND PROJECT ND. 100806 AHU r v , MAINTAINED FOR THEDRAWING FILE -I �� \, •/ RR.".. Is DEL-IDAPARK -- s glq.�s�., !WA I g°J7 ♦/ I ! •a DURATION OF SITE WORK -�I ; ,_. t I - '`y �PB 9,PG 52,PBCR) TDB 'gA _ • I\ e 27.41' HA. �.__. �/ \�I, I I J2 NEW 5'-0.HIGH WOOD FENCE/ARBOR AND nT �.., B GATE EQIUP WITH SELF-CLOSING HINGES AND r' � I CHILD PROOF LATCHES a I ' POLLUTION CONTROL FENCE g N 5'-DN HIGH WOOD FENCE �OIIR LTEs PERCOIA AB NE ARBOR AND GATEN EgAN WITH c �y a ERRY DOOR REEK TO DEL-0"P"� CLOSING HINGES AND CHILD ,. '3.t DETAIL ,� m tP94PO SSPeag ' PROOF LATCHES n q' II I t1.00'-I 522 NE 2ND Ii POLLUTION CONTROL FENCE 8 RweR '""LA rZwa '$ (SEE DETAIL) FENCE SHALL AVENUE g, BE CONSTRUCTED AND if ;1 __ _ _ ' MAINTAINED FOR THE ° j DURATION OF SITE WORK - 10.GENERAL mull.EASEMENT 8 I I� • II- r-- J DELRAY BEAC , FL.{ .. .: :• t - - '',7L]3bC �: PRO'',rT'd7E—� _ _ -_ __ _ t .1'.. ___ _".,L+a•_+�.^.'L:a 11-�. I?• _-�5'q' ., !O � _ 1- �^ _ � - _ - I - _._51.sAeFi----•''- - --I--', ' -- - . ° -- -- .. - 5'..WroEs 4i,LN �_ -_= -" -.. -'..I..,„-'---,.... fff___/ AuoREruceWmtaRAss� �• l :� / :( - `. ', •, - • POLLUTION -� PREVENTION ? NEW CURB CUT LOCATION -.^— ._ - - NEW CURB CUT LOCATION FOR DRIVEWA DOST.•------------- •---- PLAN o FOR DRIVEWAY REMOVE CURBING AT THIS LOCATION EDGE OF c�i T 15 LOCATION AT ICTSE SERER LATERAL(STA.WMPAVEMENT EXIST.SEWER N.H. i J " RO.M CENTE LINE� 'to, ' �`, \ eQ77RACICR 70 FED LOCATE DID ANO 'VF77R611 /p.SEWER- A,a o„ L .r EXIST . • a Z N.E.2ND AVENUE • EDGE OF irL— RLRR-0WAY PER PB PO WA , 4 4 6 (�)..' • :O "7 .; . ' `� SHEET NUMBER • C 3 is r. ., se ...;`. •,�� i.. _ _ _ - - - ' OF 5 • • • 10A PAVERS OR It MC � ��� Florida • YWdEIEX 6 GREATER (UL S Om_ OM4 4.X� IIA'""� SURFACE REST : Cons ulta nR/W •� AYF G wiE , •, 5•t ;•�O S". Engineers,rSF SMELT <rn� SURFACE JOINT arux - atP rimeI •• • • • t�•i iiii i _ _ -_ i ii iiii Inc. MNtQTJ • 1-1/r STENO BEDDING REFER TOPAPAYMENTJER PAYMENT 12 lir0=101 atnac T BA 'f SE < :: TO 52PER A HTO T-18 .cwi DETAIL RT 21 s MVP m 66X PER AA9Hm T-lao I, SEE z1M1�BACIOLL CauP �� /IIt111hIUhI ILL "'""It. 5A TARES �, REPLaREUDns (SANE AS PAVUSIn dM''WAIK RASP „��'�"" 4 UA PoCHT S WAY I VMTs 4•UAD1t2 BASE 4 4•�•I COMPACTED m liSZ PER AASH7D T-IBC P-7 1'-G' E ) cm) THROE RIGHT OF WAY AN 6•LINER=AA BASE-111000MPACTED m NOTE: 9D0ONX SHAM1 BE CONSTRUCTED DROOL QIYEWAY 68X PER AASHID T-LBO OR 4' 134 KW.16IN STREET,SURE 1 FLOW-ABLE FILL TIED PSL MIN.) L REPEA EVENT BASE TO BE AT MN. 4. ALL DISTURBED PAVOENT MARILS BOCA RATON,FLORIDA 33432 •• • "�i ' ., 1r DROL SHALL BE RESTORED N N'•Bn�T i--_-- COLLAR MORAY PA4 VON CITY STANDARDS. 9... COLDID 24. BASE MEM.SNAIL BE RA® i_l�• s : N INSIDE RIME OF MY Di TWO LWIS EACH LIFT COMA ro N6 N S SURFACE MATERIAL MALL BE FACE Sut'1 �%.•S`•S`•S`•5•�•`•`•S' e•uMERoa BASE-545 COMPACTED m TYPE S-I OR 3-10 ASPHALTIC caC. PHONE(561)353-1152 OENTEM PER AA4(iD T-160(MAIL �:�t. �t: : si r 662 PER AASNT0 T-150 OR a LPT DBOOIFSS.6} (Mw.DBOG,Ess T T/ri FAX 551 • FLOW-ABLE FXL(100 P.S.L lot) ( )353-1708 2L lr EYCAVATABE TUNABLE FILL 6 ANY PAYE CUTS SHALL BE OLD E-WJL• ff. I.,100 PSL MAT E USED N Lkll PATCHED AT END OF EAL W Of 1r BASE DAY F�TALE UN/MIMED 11DdgW doeneeEsOgmeiLCDm.......,..............-....,.........f.*: TRAFFIC.. .. , r COVPACIED NOTE 1 ASPHALT COIIOLLTE PAVEMENT MOS 4•tR+OmaT BASE COYPAL7ED ID 6I5 PER TO INS PER F CRY APPROVES PAVERS TO BE USED N LIEU OF CONC. SMELL L BE YFry�U'D,T AALTO 7-180 51150E RANT OF WAY A1Dn0 7-160 SIDEWALK PAVER SHALL BE HCI.AND-STTONE.45"HERRING; DATE REVSONS C 16BRW SE(SA CSIPACIDI to sex PER BONE.RED/OIARCDN.COLOR MU(j2 . AADn0 7-180 ISSUE RNM OF WAY 4'RAW-NILE Fill 100 PSI. SECTION( ) PAVER BRICK SECTION - _ . PAVER DRIVEWAY APRON TYPICAL DETAIL RT 10.1 PAVEMENT REPAIR DETAIL GU 1.1 - - DETAIL RT10.2 = _ • I CLEAN AI0 GRADESLOONADE Q GRADE ,1H,0® R>a,� - - MX AARTTO Pam\ ,!o PER FT.44I? WOOS OB6Rw5E TY MAX • ME BOX a 'TOYACONAL PRAMIEDGE S� INiE \ - . ;ter I COWL MAIMED s - 1 P.D 1PROPERTY TTPE•A• SECTION A-•A- y�SaIIS I I MATERIAL JUNT I - - CRAZE 1 `I�y T /�R/W' FSPEONCATXE6 EMTNG EDGE EC 1 TO GUDE COIL �' • I 1 _ OF PA TOPSOIL (If EAST.) PALEDSURFA ,I I PI SOODM AREAS ` S NOTE NO., NEW G, A\ • , PR TER FABRIC \\��H I �\ RAMP TYPE•A••i1NT I . !64'%'�/\ PER FOOT J TOE•B•MIT \�( (�\.\. INDEX 1 PLC �1 ,A• CRESNttD IDLY t OF MUSED W PW DD DREADED 1 I ( W X 24'A CONC. •-+� AREAS CF SUBSTANDARD W/1-µ EACH SE 1/4•RIFSP.%••• • 1/4'R.���Ffff-__+��+-yyy,�111 1'-1!r 'f PERCOLATION As DEIFRYJED 1�_ ZMhcir N.JolloM4 P.E. Br 11E CITY OHONFIIH) '4 E." FL Reg. No.:35416 1/4"PRt]15DE0 1` 4•iS IRE 4•-iS ELL MATERA.PER S 1I04 1111 TYPE'A' p1 SIR TYPE'B' FSTFR FAaRc--\ DATE APRIL 6,2015 • SIDEWALK JOINTS \a a \ NOTE: 3'i 11 24'STONE�� roLAYIiT I SOLE AS SHOWN I.ALL SOON=SHOJI E CONSTRUCTED MU OPoYEWAS. • 2.ALL 5001W6 SOW.INCLUDE AU COMPLIANT RAMPS O N,UtSLDONS. STAIR ■I I� CHEC D P.ES TABLE OF SIDEWAIX [Ff:T1DN'A'-'A' / , CHECKED BY Z.JALLOUL THICKNESS-'T' TABLE OF SIDEWALK JOINTS NOT m SCALE PESOOmAI AREAS 4• TOE LOCATION PROJECT FIE T00806 WT01 10'OF GROSS-SAULIS. I•.S• P.C.AND P.T.of CODES C X 4• AT DRIVEWAYS k mIt.AREAS •A• .ANCDQI O ETLSIYC k MIN21.RC REDUCER ••m NOLAN DRAWING FILE ____ TABLE OF SIDEWALK NEW sIRDYAu6 k EVERT RY NOTE: REEL PER C50EtOL m CLAY ��SER 6 5'-O'CENTER m CENTER L SERVICES ONLY.DOI=NOT AI OWED) WIDTHS-•1Y SIDEWALKS SCORED MOO I. CONTRACTOR TO REPLACE ALL NRwT1O.TREES k SRL®BM SNGE-EARLY AREAS 5• �• RAmIDFi ON SAW 5R N1HIw N S71ALFS DAMAGED DURING COiSTADCDTM. �� 24 HORS O PLACMENT. WLhiALLLT AREAS S. WERE SOEFIAfK ABUTSL CAP SHALL SE USED INCRASS AREAS PIEIDI OF CASTING NO COE DOLLAR GOER AREAS AS SPEWED BY THE •A• CONCETE CMS.MEWS.S. OTT ENH AND SONAR 6S44""R`S SWALE REPLACEMENT DETAIL D 10.1 z WNYAA oER•TH OF aRNR u,ERK OWL BE s FEET. SIDEWALK CONSTRUCTION RT 5.1 TYPICAL RESIDENTIAL CLEANOUT WW 5.1 I.NO4 BAR PIA® 24- METER BOX BY CONTRACTOR, 'ASOIDIi '2�f ON PAvamrr SCE S I 1t. I=mom .:r I EXTRA S,N,UA.TH RIER FABRC ROOD T - IEIER BY CM S22 NE ZND Sp FILTER NSTAUAIHN • N� 5/4•R .': G SURFACE FOR AOCmWAL STRENGTH SRNOJi NRE MEsx- / I POSNOCE Oft T r_C wT/AM FRAME A10 GRATE IN65VRE WIT AVENUE FILTER FABRIC MATERIAL CAN / �`ii�•i��•G�•iT"i?ii"i��i�` u.cr BE ATTACHED TO A 11-NON MAIL /ice srAlitlIID ///1a'LSTABc7TFD MESi ME SCREEN w6L HAS ) %. ...... FABRIC , w S� 56�CE NU FASTENED m TIE POSTS -"=:=�: FLEWMEET mil'' : :: !I „ SIPPQi-WWI 6i6:5/5 GA fU./100 SS FE MPRODUCTS US114 C P4T/34011,S DING CONCRETE VALLEY GUTTER :."+„i:Sj;.,,.."',• : -- Ft'W WELD WARE SUPPORT.EOTFFO S M.AT S06 GDYEx TYPESI ONLY HEADER CURB LNOTEF TO U „;•^:•i"'„ 1DER • MORE�� z BRASS CURB STOP 1 DELRAY BEACH, FL. NOT W SCALE WgRS - �I0 , SWN MI QG NB G WHOVALVE IIQ�A 1P E6EN 4.'.,I o``'..:;.°`,.�y,a F7 SPA45Nc INo CU ME WARNE T IDES TFEFENCEQ 5c 4•W M a 4•TEa�r c �\. \_7/�' OT .+cf� I > uw' .MONK BURY Bones 1♦.� R/W LINE E, ,,;`` -•z C CF FABRIC.MDIIII {„ a FLIER FAIUIC / - •n. WATER ANCHOR Wu .ACED �\R��'% mFR1YEAmGRATEf MIN BACIOILL IOl rNE rR 27E O 9WF.cE B 7IIS INLET LITER of SOL 80 P.VO.SEM LWMS6 SS OOUB E sRAP SADD E ri L THE IE10R O A SLT FENCE SMALL NOT D:OID 34 WLFS(60 Clf} CII T FENCE SCCTION, 68ET i117ER \// PA\EY'L m ETOEFm S BEYOMO NTH BRASS CORP55TEON STEP MO7 m SCALE \/ IE SOOT of PAVEMoTEs,llT (gE 5W0Aim PROD'JCf SSSO DETAILS • M .L• - Z.THE FLIER FANOC 9A41 BE PU USE OFD N A CONTINUOUS ROLL CUT m THE LENGTH • NOTES O THE BARKER ro AVOID THE!WE OF ANTE. i ANDPOS D SHALL BE SPACED A IMAM OF 10 FEET(2 O)APART AT THE BARRIEW N EXTION RA L SUCCESSIVE TAPS INTO THE WRIER WAN SHALL BE SPACED A N D //��� 4 STABLLl 0 AND DRIVEN 44020rlr ono THE Gt00W A WTNW OF 12 INCHES(30 OI}WEN EXTRA T S A 6 E:RACE STRENGTH FAME USED EETHOUT THE W S•E S PPORT FEN POST SPASHG SILL NOT a I ----g- A 1ClOClY OF 111•ON O]/TFi. MI STAB= O®6 FEET(1.6 M). SIBCRApE ROE:MEN 414D ON IYGI SCB O ROAOWATS, 4.A TRENCH SHALL E EXCAYAIID APPROOIATi1T 4 NOES(10 CIf)9132 AID 4 NIXES PUCE 714E DO POST 2. ALDNCE LINES OR NOT E MOD UNDER O TOP ieN NOTES LOSS SLOPE O DE CUTTER SHALL LAM OF THE SECOND FENCE 1 ALL YEIEIHS(P£I15E A lDOONG BRASS CURE STOP w1H THE CROSS ROPE OF❑E ADJACENT DO CI)DEEP ALUM^711E HUE:4 POSES AND DPSEFE FROM 111E BARR2R. N9oE DE DID POST ROT m'^ FORT EWE TY PAVEMENT AND THE D60WESS O DES 1 MEN STANDARD STREROD E FLIER FABRIC 6 USA A NNE RESH SPPCRT FENCE SILL �' OF TIE EMT FENCE KM: LE lDL1C MC(MINI 'SHALL ESE 6•km. E 4.8500 D SE5M0LT TO DE UPSOS SIDE OF THE POSTS 0SINL HEAVY DUTY WIRE ROTATE ECM RIOTS AT 1.CONTRACTOR 6 TO(LEAN NO MIMS m INLET FLIER AFTER EVERT STOOL 4. AS1CT. BETWEEN CORPORATION STOP AND BRANCH UP STAPLES AT LEAST 1 NCH(25 NN)LE NZ 11E VOLES,OR NOG ROES. THE WE SNAIL /� LEAST LID DECREES N A CONCRETE CURB Faa&TIPE•F• DODO INTO DE TFOIGH A MOM OF 2 WOES(5 5)AND SHALL NOT EX1O0 MORE F J� �- ODOOpg ORED011 m s CONTRACTOR m REMOTE FABRIC AST PRIM m PANE: 5. MUM/SIM:E LEMIN 6 10G m 0.011 NOT ro SCALE CONCRETE THAN 36 INLET(RD 00 ABOVE THE CRIMAL GROUND SURFACE, JCREATEMATERIAL 6 GARLIC MELD.SHALL BE SRY.'E OA PLUS 1.MAMA 6.ENE STANDARD SIRENGIN FILTER FABRIC SHALL BE STARED OR YERm TO DE FENCE, EMCON O NNW WATERS A SEDUM'TRAP SRL E EICAVATED BENNO DE CURB AT THE WIEL 'ME HAM CURB AND GUTTER AND 6 NOES(1C 01)CF THE FABRIC SHALL E MENDED INTO DE TRENCH.DE STALL E AT LEAST 12 ID 14 INCHES N DEPM APPNOG1A10.7 36 WOES N 1mM 7. HONKER BOO R/iGllUS ON SERMGS SHALL E tT NOT m SCALE FABRC SHALL NOT DODO MORE THAN 36 INCHES(20 CM)AWOKE THE MORAL 4 4 4 HIVE BOTH POSTS ABOUT AND APRIOOMATELT 7 TO 10 FRET N LENGTH PARALLEL TO LEE CURB. CM ALL SOHNCS EH061m Mc'TER. CROWD SURFACE. 1 NOES R110 T.E 6 METER STE TM E DEIERINC D BY PUBLIC nu=OEM 7.DE DRDSL MALL E BACIOIEED AHD IRE SOIL COPACEED DYER THE ELIER FABOG EBD.UNo AND FJRT Fi w STORM WATER WL REAL DE SEQIOFR TRAP HA CURB ORS 0 T TO DM 411. APRAADON FOR sERTSZ SHEET NUMBER NOTES L ROADWAY SIBCRKE SHALL N ALL CASES MOO BELOW CUR<BNE SCE O'TIE RESET STRUCTURE THESE Ofld1"S STALL E AT LEAST 12 NOES N E ALL VALVES TO BE BALL VALIFS 2 600 13 A7 10'CF1 MO SILL E RAGE WREN 24 HORS 6 ALL PROEMS REQUIRE SBLOTTAL CF PC LUI151 FREW/MON PLW(PPP). L}TIGTN. STORM WATER MY ALSO REACH THE BASH NA OVERLAND ROW LAND AREA OF CONCETE PIACOIBR. S.ALL PROJECTS 1 AC OR MORE MUST SUBMIT NGOCE OF WENT(NO)TO MCP. ATTAC:HINQ TWO CA T FFN(:FS BE/CND TH CND E CURBTHEMAILLEWH BB. T CURT CURS IL REPAIRED EN THE REDOLENT TRAP 6 10. METER BEER MALL BE PROVIDED AND INSTALLED BY CNTRACTGL CURB AND GUTTER SECTIONS RT 6.1 NOT TO SCALE ROMER • SILT FENCE INSTALLATION DETAIL D 9.1a SILT FENCE INSTALLATION DETAIL D 9.1b TYPICAL SERVICE CONNECTION DETAIL PW 9.1 OF 5 ^f INLET FILTER DETAIL D 8.1 Florida Consulting Engineers, Inc. W RECRAO SWALE ALONG THE c=i# PROPERTY R/W LINE PER ii5 u DETAIL 010.1(rm.) 4 U N� "�z.l...„ R/W LINE HOUSE LOICHIOR WALL v<iwaa PROPOSED I (� GRADEI • I IN El ) EXISTING. GARAGE I PAVEMENT] FLOOR ELEV. Z , 21.60 I CONC. 134 LLM.16111 SlKttf,SU(tE 1 SIDEWALK PROPOSED PAVERS \EXISTING GRADE I I B. ' BOCA RATON,FLORIDA 33432 • SEE DETAIL RT 10.1 r i� ` 8.7 M SECTION A-A — — _ NOT TO SCALE EXISTING GRADE PROPOSED PAVERS PHONE(561)353-1152 FAX: (561)353-1708 SEE DETAIL RT 10.1 • REMADE SWALE ALONG THE I E-MAIL: a�n pp11 PROPERTY R/W LINE PER I i RorldaengineersOgmoSmm E11 DETAIL 010.1(TN.) I uaz zl�R/VY LINE HOUSE EXTERIOR WALL SECTION E-E W I2( `�I NOT TO SCALE — DATE REVISIONS u<°<( �p.{� ( E q� E��{ PROPOSED GRADE O '" `-' FLOOR ELEV. _ EXISTING 21.60 PAVEMENT IMEMMIIMINIMI CONC. \\ W - ' " — SIDEWALK PROPOSED PAVERS `EXISTNC GRADE J s i � SEE DETAIL RI 10.1 all SECTION B-B GARAGE 10 o 1 • NOT TO SCALE — _ __ W >:c=i I EXISTING GRADE I «uS1 PROP.GRADE s 3'WIDE PAVERS ZZ REMADE SWALE ALONG THE ' WALKWAY ' �6uf W PROPERTY R/W LINE PER C., o: , DETAIL D10.1(T1P.) <oa< �� SECTION F-F rnwaa NOT ID SCALE D. �I R/W LINE yyq��� Zuhoir M.Jalloul, P.E EXISTING lak M EL 2FL600R • FL Reg.No.: 35416 PAVEMENT M - -—_TWO 7"STEPTS— DATE APRIL 6,2015 DYING. BY PROPOSED PAVERS [rat F AS SHOWN I SEE DETAIL RT 10.1 SECTION C-C CHECKED BY Z.PJALLOUI- • INOT TO SCALE PROJECT NO. 100606 DRAWING FILE ---- - —POOL DECK PROPOSE, 3FT.NOSH R - 13' oO . EtEvAnwn.ea FT.Navo - / 1 REGRADE SWALE ALONG THE PROPERTY R/W LINE PER POaI DETAIL D10.1 (TYP.) w=g «j GARAGE DOOR aoLL� SECTION G-G R/W LINE u�z NOT TO SCALE 522 NE 2ND 3� W AVENUE aoa< PROPOSED en I.,a a EXISTING GRADE GARAr PAVEMENT 7 DELRAY BEACH, FL • EXISTING GRADE/ PROPOSED PAVERS SEE DETAIL RT 10.1 SECTION D-D NOT TO SCALE REPLACE EXISTING 5' WIDE SIDEWALK WITH 6.' CONC.SIDEWALK PER D ETA f LS CITY DETAILTAR.RT 5.1 AND NOTES SHEET NUMBER C-5 . OF 5 I r ----\\ \ - EXISTING TREE LIST \ Q SYM Tree Type Description Status \v y V. N A Mango Tree 15'ht. Remove B Oak Tree 20'ht Remove C Wlld Tamarind 15'ht. Remove D Wild Tamarind 15'ht Remove - IXCOCOt0.TTPALMro6ERaD(•A�• '50, xA•Nr,,zcw A N. E Mango Tree 15'ht Remove F t-:•` \ rQ w �' F Coconut Pain 24'ht,12'G W Relocate �� = 0...� y c�a�.r.un.rpad�+m.rms,aWm `1401. "\�i_ MANCDTRE.EroeE \ a .� mwrWao.amwrpre.,a. F` ,sX,s.,rrJrov _■ v 14 NEW S-0•MOWN= fi ���� r V Gal ,14,;o�,n� / �/ E 4 M ORS AND CNED PROOF 11,4 • A,� -, z 6¢ / • e S•\\v\�/ `� ��/ ECST,NG S-0•MCNVAOO FENCE <\ C, \\t>/ /4 • • Mof'13'IPV/6,.QJ'PROPERTTIIItE \ 'V CC Mar-APAWS ro PEYMN rrd6•I • • ...‘ OUTDOOR / / __Q— A, '• G.5 TAWLESS WIR.NEATER IX FlCULI NLDGEro 6ERFAr,VED i COVERED '— m GAS MEfFR wCyboibnD�buowl X-,O•i„VP ...... - armERSEPARATEPEW1Ir) • i r / ——— I /►T / /I �MALTEAP /41 • El /OM5,0•feGN WOOD FEMfro « • 4 . _' (84t...„ `, V SAFEMIARRIEFI. le '— r 1 I 1I Leec ivTER4MAWREOUIREYENTS FOR POOL w'0QIIrsmsrwtCMUI Tw�n ZI ]j N11 r— (CONTRACTOR TO W • I I AaDVEasarmaRRDA, I 11 y I . romsrAuw*wro g 'El L. _J I I 1, M F~ I _ Elfv.Da ` M o rc7 t--- ® -f,-�.. q ---- n\\ :it r i ki I rn -- - III I _ I w Q « I I �� X\\III I I r NEW SKT HIGH WOOD FENCE/ p L JIn] aRe RemMTaeo e-vvm I. �1 rrt I —__—J .. —_ ___ t SELF-RDuYlGMORSARDOR= a) /(I) Ex FORGO TO DE REMOVED�\ �/��—\\\ .---- I C PROOF LATORES. N .- I els i rop•.bVmAYonW CD m EX.OAKIREEroeEREMovED A /11 'k\ C pp ]DX1S,f0•nipr,paefm,mb, I' • t leX WOS Cap,Poor Cadbn TAMARIND TREE TO BE vm C al D \ iI N .. // WeDTAMAIvwTREEro BE REMOVED ,S X,S,rC per,Puv Conakn �/ G F�.vr,b�(An,...mn•u .P1 N L \\ In cy Cilli . . . . ��� \ \ \ \��\�o���•��\\ �••o��\\oo��\����� � ���\.__��\ ��\\ :. o�\moos\� \\ \XI\\\\\�\�o \N. - NEW CURB OUT LOCATION FOR DRIVEWAY - NEW CURLING AT MS LOGTAON Z N.E.2ND AVENUE in cSDR,GNr <Re PE R KKR)PGSKKR) in 1.�����ti•••••* •••••ii•ii•i •i*:+•iii*•••••*i�i 4.1.:����O\\\\\\\\\\\\\\\\O\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\IN\\\..V..- \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\1N‘::-.:::::..:: `- z MARCH 31,2015 w..,....,._...........__....� Alm _ _ = SCALE: 1'=10'=icy _ _...,`.,..`: .... _ _ SHEET 10F 2 EXISTI NG TREE DISPOSITION PLAN DESIGNER:MA • .. r . . -----s\ . Landscape Calculations(City of Defray Beach) _ A.Total LotArea_14 e.w-u.a..e ;e.wr-++ a..n.w .aa«rk..,..r-w.re....s2..as.a.-, A76 SF. \ en ram.'°... Prank,r i . "`z.'�`'"'.'a� B.Structures.Parlmr0.Walkways.Drives,elo.=7,2 5 S.F. CD � -_ado -'- -----;r-"--:ii. .ra•6..,,2:»�-..._.- G Total PtsvlaaLdArn=T,181 SF 2.,a.... .C21.2.r : 'R.y»us • . -•• ,.e.u=,ram.,.2 D.Area dShmbs and GrofPldL9veRRetNlred=1,436SF. +Lomb r�•• �a� r.ermna‘,4,3,2.29.22222'�" — E Area dSMlbs and(lundmveta =4,635SF. ••a......22.22.nq le ' w.r...r.�a.r 02.�.. vd,I.n F.Native Vegetation Required=288 SF. ,2r.a'.w.r.,ann �/n --. w:•k•A•••'+•..--------•ej...i.rii.----i-- -rWG.+irGt.,rr..4.sn-- rrrr...-»ut row.424 n a o • ' ny.....,. vaa r ,Iva:r.r 2 • ,rn.s.sw r,..••P..•=..a., G.Na5e Vegetation PmtMed=455 S.F. V' ...v.wyr. : u,er' - 2 : trra,r,B.S.CT,Prvga.P,.r. H.Total Number Trees on Site tree r,•••xw w.,.n2r •� Iy� �w .....W,.,,!.s••rr......_._.r;+rr..... •--•aaso�e.5,na.rcw.r+?!'v*.wcrr, _ ` ..ems •-• �• ' rs„s,a•,•„��• L Total Number ofTreesm an =5trces rl •...�......w •..r. -z m �' CU• •___.._...Y,�_ ....s_..,'_-....._.- y.21%M WA:::••..-- • J.Total Numbmd Trees on Flan Presided=18tress tom/ • (�j� Q _ ::...:r:►;,?c[ s.e. —.-a.._... Wier! n�tseur�rc.:— K. N '� ` ``� U. �' • .. r..i..2.e " ar --2a.,r!e,M:l�w...iG..•_... umber of Nerve Trees Required=3na8re trees '\`��� -9'F `.4 ' '+•'•• . ...,•,.ew+. .., •• . . so.,tnr.hatW,r.. LTotal Number of Native Trees Prmlded=5na5vetrees Yr.+,•..•.2.r,� .+wru e2.eu,ws Awl 2.,.,,r.m. i 362•2n z.2.FA Y..® �\ : ���p. \ w ._p_•mN•r..r., .__+..F.F.*s^=_1__-.tnT.M••.... 1. match shall be Fl01 grade or better. {� /jY /�� • ... _?+�. 2D. 2 be aped to a rr0tlmum depot d 1n \ r1 14.3 ! 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(III Noeco.,llofrx,.r�rrr; �' tea..,RA cke..M>c2=a2e oN �\.\\O\\\\\\\\\\\\\\\s\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\V\ \ \ \ `"°"°""6 • • /,1111 mM lm»YWSita N.E. • s. 2ND AVENUE •Z (eQ RIGHT-OF-WAY PER r90.PIS.P9ag .-`:�_/ ,' \N I'Il . \ e,m22»ce.2ew. ♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦Y♦♦♦♦♦♦♦♦♦♦•♦♦•♦ -o� y \\\\\\• \\ 4.ii♦i♦i♦i♦ii♦i♦i♦i♦i♦i♦s♦•I•v•.i♦`'•♦i♦i♦i♦i♦i♦i♦i♦i♦ii♦i♦="��\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ a�\C\\\\\`���0\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\O\\\\\\\\\\\\\\ �' Bra/rm. a \ o- n z ••••���\•♦:i♦i♦♦♦♦i♦♦♦♦♦♦♦�♦�♦1!:V�♦�♦�♦�♦�♦�♦�♦�♦�♦�� 1� - CAL PALM PLANTING/STAKING DETAIL \ TYPICAL,_ APRIL 3,2015 .".11111..Mik; • /#1.1111.1111.11.111111.11 & -1111111111111111.11111111•110111.1111111=1 LND-2 •::-.. �� SCALE 1e=10' ` _ SHE 2 • _ \ \ • PLANTING PLAN DESI NER:MA l HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owners: Marc Julien Homes Authorized Agent: Benjamin Schreier, Affiniti Architects Project Location: 218 NE 5th Court, Del Ida Park Historic District HPB Meeting Date: June 3, 2015 File: 2015-155-COA ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with the new construction of a one story addition to an existing one-story contributing structure located at 218 NE 5th Court, Del Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the south side of NE 5th Court, between NE 2nd Avenue and NE 3rd Avenue, within the Del-Ida Park Historic District. The property previously consisted of Lots 16, 17, and the east half of Lot 18, Block 8, Del-Ida Park. However, in September 2014, the City Engineer granted a Plat Exception to reconfigure these non-conforming Lots of Record from the original 1923 Del-Ida Park Plat into two new conforming lots. The proposed 7,500 square foot property is zoned RL (Low Density Residential). A circa 1925 Mission style one-story single family residence is centrally located on the property and is classified as contributing to the historic district. An original accessory structure is located in the southwest corner of the property. The relocation of the principal structure and demolition of later additions was approved on March 3rd, 2015 by the City Commission after a denial of the relocation by the HPB (Historic Preservation Board) on December 17, 2014. The historic building will be relocated to the newly created lot to the west and it will be installed on a new stem wall foundation system. The current request is for an addition approximately 1,334 square feet that includes an open covered front porch, a covered loggia, and a single door (two car) garage on the west side of the primary structure. The addition continues behind the garage and includes two bedrooms and two bathrooms. The original accessory structure will remain in place and be rehabilitated into a master bedroom suite connected to the new addition and original historic structure through an enclosed hallway. The garage, additions and reconfigured accessory structure create a u-shaped residence wrapping around a 16'-0"x 20'-6" swimming pool and covered loggia. The rehabilitated main structure will include a foyer, den, kitchen, dining room, family room, powder room and laundry room. The addition building footprint measures approximately 75'-8" X 17'-6"x 13'-0" high to top of parapet wall. The rough textured stucco finish on the new addition will match the texture of the main residence, and the new flat roofs will covered by parapet walls matching the original design. The new color of the residence will be Sherwin Williams, Sw7100, Arcade White. The main porch roof and decorative pent roofs will be covered in concrete tile. Two new 3'-0" high gates and 6'-0" wood fences will surround the property on three sides. The new windows will be Sentinel brand, impact rated, metal, single hung, 4 over 1 pattern, bronze color, with flat muntins. The garage doors will be Raynor brand, Showcase steel series, Carriage House style in a dark brown finish color. 218 NE 5th Court;COA 2015-155 HPB Meeting June 3,2015 Page 2 of 6 The subject COA for additions and site improvements is now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, properties located within the Del-Ida Park zoning district shall be developed according to the requirements noted in the chart below. As illustrated, the proposal is in compliance with the applicable requirements. Requirement Existing Proposed (Historic structure) (Additions) Lot Coverage (Maximum) N/A 44.3% Open space (Minimum) 25% 42% Setbacks: Front (south) 25'-0" 25'-0" 34'-0" Side Interior (west) 7'-6" - 7'-6" Side Interior (east) 7'-6" .1'-3" 7'-6" Rear (north) 10'-0" 4'-3" 10'-0" Height (maximum) 35'-0" 16-8" 13'-2" STAFF COMMENT: As illustrated above, the proposal meets the Development Standard requirements for the Del-Ida Park zoning district. Therefore, positive findings can be made. Pursuant to LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas: Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10') to any property line. STAFF COMMENT: The site plan indicates that the proposed swimming pool is located 10' from side yard interior(east) property lines. Therefore, positive findings can be made. DESIGN ELEMENTS ANALYSIS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. LDR Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be 218 NE 5`°Court;CCA 2015-155 HPB Meeting June 3,2015 Pace 3 of 6 granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. (E)(2)(c)(2), Minor Development: The subject application is considered Minor Development, The construction, reconstruction, or alteration of less than twenty-five percent (25%) of the existing floor area of the building and all appurtenances. STAFF COMMENT: The proposed addition measures less than 25% of the existing floor area thereby classifying the request as Minor Development. (E)(3)(a)1.c., Buildings, Structures, Appurtenances and Parking; Fences and Walls: Fences and walls over four feet (4') shall not be allowed in front or side street setbacks. STAFF COMMENT: A three foot high gate is proposed at each interior side street of the residence which is significantly set back from the front façade, thereby meeting the aforenoted regulation. (E)(4) Alterations: In considering proposals for alterations to the exterior of historic buildings and structures and in applying development and preservation standards, the documented, original design of the building may be considered, among other factors. (E)(5) Standards and Guidelines: A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Those applicable Standards are noted below: A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. (Standard#1) The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. (Standard#2) Distinctive features, finishes, and construction techniques or examples of craftsmanship that characterize a historic property shall be preserved. (Standard#5) Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. (Standard #6) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Standard#9) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. (Standard#10) 218 NE 5'h Court;COA 2015-155 HPB Meeting June 3,2015 Page 4 of 6 (E)(8) Visual Compatibility Standards All improvements to contributing buildings, structures and appurtenances thereto within a designated historic district shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this and other criteria set forth elsewhere in Section 4.5.1. (a) Height: The height of proposed buildings or modifications shall be visually compatible in comparison or relation to the height of existing structures and buildings in a historic district for all major and minor development. For major development, visual compatibility with respect to the height of residential structures, as defined by 4.5.1(E)(2)(a), shall also be determined through application of the following: 1. Building Height Plane (BHP): The building height plane technique sets back the overall height of a building from the front property line. (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c), Proportion of Openings (Windows and Doors), The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between existing historic buildings or structures within the subject historic district. (f), Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with existing architectural styles of entrances and porch projections on existing historic buildings and structures within the subject historic district for all development. (g), Relationship of Materials, Texture, and Color, The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (i) Walls of Continuity: Walls, fences, evergreen landscape masses, or building facades, shall form cohesive walls of enclosure along a street to ensure visual compatibility with historic buildings or structures within the subject historic district and the structure to which it is visually related. (j) Scale of a Building: The size of a building and the building mass in relation to open spaces, windows, door openings, balconies, porches, and lot size shall be visually compatible with the building size and mass of historic buildings and structures within a historic district for all development. To determine whether the scale of a building is appropriate, the following shall apply for major development only: 1. For buildings wider than sixty percent (60%) of the lot width (65' or more), a portion of the front façade must be setback a minimum of seven (7) additional feet from the front setback line. 2. For buildings deeper than fifty percent (50%) of the lot depth, a portion of each side façade, which is greater than one story high, must be setback a minimum of five (5) additional feet from the side setback line: • 218 NE 5th Court;COA 2015-155 HPB Meeting June 3,2015 Page 5 of 6 (k) Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites within a historic district for all development with regard to its directional character, whether vertical or horizontal. (I) Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. STAFF COMMENT: Overall, the intent of the Standards for Rehabilitation, Guidelines, and Visual Compatibility Standards have been met with the proposal. The proposed addition is to the side and rear of the historic structure and will be delineated from the original building by new roof plane and small offset at the front building plane. In addition, the size and scale render the addition compatible with the main mass of the historic buildings. Replication of the stucco finish creates harmony with the existing historic building. The addition does not obscure the basic form and character of the historic building. However, consideration should be given to the proposed concrete tile to the original clay barrel tile throughout the roof structures. In addition, the absence of windows in the southern section of the west garage elevation renders it not visually compatible with the historic window placements of the existing structure as well as the prevailing historic architectural styles within the neighborhood. Further examination could unify the architecture by the addition of several windows in this elevation and this is attached as a condition of approval. All proposed window muntins should match the profile of existing window muntins. Based on the comments provided above, positive findings cannot be made, as the suggested revisions should be implemented and reviewed prior to Board action. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION Move approval of the Certificate of Appropriateness (2015-155) for 218 NE 5th Court, Del Ida Park Historic District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation subject to the following conditions. 1. That the proposed concrete roof tile be replaced with a red clay barrel tile; and, 218 NE 5th Court;COA 2015-155 HPB Meeting June 3,2015 Page 6 of 6 2. That two new windows, (with the option of a door) be added to the southern section of west garage elevation; and 3. The new window muntins should match the profile of the existing window muntins; and 4. That sufficient landscaping is provided, with a note to this effect provided on the site plan, with final approval to be provided by the City's Senior Landscape Planner during permitting. Prepared by Lynn Van Duyne Historic Preservation Consultant _ mum s; ` tom'- 40:,, ;:ix.,_ ig:„ - :4`4...' ''. '---1 4 N. . -,-._ i - egg , s —-.,,=may ,_ Ef �� r: - ,, • i `, • '' T - y ,4 - I' W. i i 1 _ • . , ' t fi 4: , _ ,- k Ct .'NE'Sth`Ct. ,4 • _,i' 'alb - _. -,_ . - _ ___1.- -:- --liwri::,' • : ,. l'iii- -'------,-, -.--__ .7-to-- -;, e= a it,.._, k. _ . . I a t € a S n Ili 3 i' _ . - - -- ' . _ -.-_ - , -. 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