Loading...
HPB 04-06-16 AGENDA HISTORIC PRESERVATION BOARD Meeting Date: April 6, 2016 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: City Commission Chambers, City Hall, 100 NW 1st Avenue I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF AGENDA IV. SWEARING IN OF THE PUBLIC V. COMMENTS FROM THE PUBLIC (NOTE:Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) Speakers will be limited to 3 minutes. VI. ACTION ITEMS A. Certificate of Appropriateness, Class III Site Plan, Landscape Plan, Architectural Elevations, and Variance (2016-052): Consideration of a Certificate of Appropriateness for a change of use from retail to office with an addition to the contributing structure, associated site improvements, and a variance request to reduce the rear setback from the required 10'-0"to 3'-2". Address: 102 NE 1st Avenue, Old School Square Historic District Agent: Roger Cope; (561) 789-3791; cooearchitectsinc( gmail.com Planner: Lynn Van Duyne, Historic Preservation Planner; (561) 243-7048; vanduynec mydelraybeach.com VII. REPORTS AND COMMENTS ❖ Board Members ❖ Staff VIII. ADJOURN Ly►un,Vast,Dwyrt,e' Lynn Van Duyne, LEED Green Associate Senior Historic Preservation Planner Posted on: March 29, 2016 The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service,program,or activity conducted by the City.Please contact the City Manager at 243-7010 24 hours prior to the program or activity in order for the City to reasonably accommodate your request.Adaptive listening devices are available for meetings in the Commission Chambers.If a person decides to appeal any decision made by the Historic Preservation Board with respect to any matter considered at this meeting or hearing,such persons will need a record of these proceedings,and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made.Such record includes the testimony and evidence upon which the appeal is to be based. The City does not provide or prepare such record.Two or more City Commissioners may be in attendance. DELRAY BEACH 1993 All-America City , 2001 SIGN IN SHEET 2001 Historic Preservation Board April 6, 2016 ADDRESS OR ITEM NO. PRINT ORGANIZATION FULL NAME Veharet Vi'ens VeciDeel pnrstP VI. 4 . CP21---Ockl M-td\ekr- Historic Preservati.Board-Voting Sheet0 VI.A VII.A VII.A VII.A HPB MEETING HELD: ATTEND 102 NE 1st 102 NE 1st 102 NE 1st 102 NE 1st April 6, 2016 Avenue Avenue Avenue Avenue Variance COA & Site Landscaping Architectural Rear Plan Setback Attorney: VOTE to VOTE to VOTE to VOTE to Stephanie Spritz Approve Approve Approve Approve 5-1 6-0 6-0 6-0 Price Patton P Y Y Y Y Rhonda Sexton P NO Y Y Y Andrea Sherman P Y Y Y Y Bill Bathurst P Y Y Y Y Andrea Harden A A A A A Angela Budano P Y Y Y Y John Miller P Y Y Y Y ***with additional conditions added by the Board Page 1 ADJOURNED: 7:06P ti Y HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH REGULAR MEETING MEETING DATE: April 6, 2016 MEETING PLACE: Commission Chambers CALL The meeting was called to order by Chair John Miller at 6:00 P.M. ROLL A quorum was present. Members present were John Miller, Price Patton, Rhonda Sexton, Andrea Sherman, Bill Bathurst, Angela Budano. Board members absent were Andrea Harden. Staff present was Lynn Van Duyne, Historic Preservation Planner, Stephanie Spritz, Staff Assistant to the City Attorney, and Diane Miller,Board Secretary. SWEARING IN OF THE PUBLIC No Quasi Judicial Rules were read for the City of Delray Beach and Ms. Miller swore in all who wished to give testimony on any agenda item. COMMENTS FROM THE PUBLIC (Comments on items that are NOT on the Agenda will be taken immediately prior to Public Hearing Items.) NONE ACTION ITEMS 102 NE 1" Avenue, Old School Square Historic District: Consideration of a Certificate of Appropriateness for a change of use from retail to office with an addition to the contributing structure, associated site improvements, and a variance request to reduce the rear setback from the required 10'-0' to 3'-2". Exparte Communication—Price Patton, Rhonda Sexton and John Miller did a drive by. Lynn Van Duyne, Historic Preservation Planner presented the item through a review of the staff report. Applicant's Presentation Richard Veins-Owner-Redsteel Properties Josh Weaver-Mann Associates, Inc. Roger Cope-Architect Richard Veins said that Ms. Van Duyne's presentation was complete but wanted to add something else on the previous addition. There is an external stairs and we are going to put a stairwell to enclose the area. Also,in regards to the dumpster, there will be 3 sides and cover plus a gate. Public Comments -None 1 4 Y Minutes of the April 6,2016 HPB BOARD Meeting Board Comments Angela Budano was asked about the run off from the building. Price Patton asked if, on the west side of the new addition where the stairway is, which is 40' from the property line, can another owner push this out another 20' and ask for another variance? Ms. Van Duyne commented that it couldn't happen as it would not meet the parking requirements. Motion by Price Patton, second by Bill Bathurst to approve the variance to LDR Section 4.3.4(K), for a reduction of the required 10'-0" to 3-2" building setback along the addition at the rear of the property. MOTION CARRIED 5-1 (Dissenting Rhonda Sexton) Motion Andrea Sherman, second by Price Patton to approve the Certificate of Appropriateness and Class III Site Plan (2016-052) with the following conditions: 1. That the modification Engineering review comments be addressed with revised Engineering plans submitted prior to site plan certification. 2. Relocate AC units out of pervious buffer which is required for drainage. MOTION CARRIED 6-0 Motion by Andrea Budano, second by Bill Bathurst for the Certificate of Appropriateness and Landscape Plan (2016-052) of 102 NE lst Avenue. MOTION CARRIED 6-0 Motion by Price Patton, second by Andrea Sherman for the Certificate of Appropriateness and Architectural Elevations. MOTION CARRIED 6-0 REPORTS AND COMMENTS Staff Comments: Preservation Guidelines for the City are in process. Board Comments: Board Code Presentation was very good. ADJOURNED There being no further business to come before the Board, the meeting was adjourned at 7:06 P.M. The undersigned is the Secretary of the Planning and Zoning Board and the information provided herein is the Minutes of the meeting of said body for April 6, 2016 which were formally adopted and approved by the Board on July 6, 2016. Diane. 'li&e% Diane Miller If the Minutes you have received are not completed as indicated above, then this means that these are not the official Minutes. They will become so after review and approval, which may involve some changes. (These notes are an abbreviated version of this meeting. The full audio dialog is available at City Hall for anyone that would like the full recording.) 2 */°.8 6 -- /6 (411cd --(tnui-e.,Li - /0 ,2. AlE / sr Aif, /7" (1 a-it- tc-14 - _ 7fiLii,..4140/4-ote_c,27 J)41-id ?ir) - jLLL ,S mac- kb, vx..i - - i � ja iC Gc �I 6,2,43 - (.7 aap.wif . 6701 _, / v/t CC G / L 01 C .Y_de 2-7PIL"? 63 - J-Lc. 6(.26 740.41,A 1 /y 4n — `3 J; Lcx Cv f J/ / dot CAJZ- € /�- b-7• 2 noui A Jo , �� h 1eLj ôc. /Si/n 1.-cpr-4-ft_ yr rl �1 ` Ill -j` -C c // (1 4 — i7l cc.r.�C_ �,c.c/ ,c vcc J- :t€ "-pot, Acwe L oX. h, cc) a-11. C-/--Xq--LL 0 - Ac/at,,c_e_kce___ 60-/ )--&.t_ £ - 7J , Pt4 -7f /I— ���-�� � �0-1 /1)3 ----- _ (Y).(_ CoC7 — / — it d L5-5-k . ()-1 - ()cut,I CL.L.c� % 1 (c) , 7p 6, , 0 + r ai 1�C - - �L✓ s CC�jJ� � --- 14-3 B `� • 117-4"1/ -j Wa-c / l Cly 7 (,() I r_et CA__C — LSO ZocL4.4 - 11"3- 3/d C ( Jx - d 71:3-ZS — 3/3YvAl s4p.cc. �� - a-4-k-clua ti )5Cu-k-K l HISTORIC PRESERVATION BOARD ■ CITY OF DELRAY BEACH STAFF REPORT ■ MEETING DATE: April 6, 2016 ITEM: 102 NE 1st Avenue, Old School Square Historic District- Certificate of Appropriateness (COA), Class Ill Site Plan, Landscaping, Architectural Elevations, and a Variance request associated with an addition and change of use (2016-052) Recommendation: Approval of Certificate of Appropriateness (COA), Class Ill Site Plan,Landscaping, Architectural Elevations, and a Variance request associated with an addition and change of use GENERAL DATA: " t t :o--1 1 7 t; ° :---•.- � , :: :. Owner- Richard Veins �• - � •� ``"� t:` �'` ' 4 3ccs at Agent Roger Cope ` Location' 102 NE 1st Avenue i __, Property Size. 0.254 Acres i --_i 1 Current Zoning• (OSSHAD) : r--_.- NS^r and St --- "-- Adjacent Zoning' :s, North: OSSHAD (Old School Square # tr.. `t 1� r ( , Historic Arts District) 3 7r it ni------ South: OSSHAD (Old School Square Historic Arts District) East: OSSHAD (Old School Square „` Historic Arts District) • 1` West: OSSHAD (Old School Square --t 3QWi$tSt NEtStst I - - Historic Arts District) t Proposed Land Use' Office ' 1 • .._-_.- 1 Water Service' Existing i , i --- . • t r ' i Sewer Service' Existing ' I WAttaniicAve EAtic:Aye ec Att.-Mk i---..\ . . . • _ ..1 i 1 T 1� : I • .. . i 1 i . ti .s1 --i.r------1. .. • . ,‘„i . .,.... ....___:L.........:‹ f E i i 1 •---0 SW 1st'St-- m - SE:St St \ --- . ,t..-. i ;*i qr. I_ 1 t.mo .; 1-*---• :t r Ak •- �..-. NORTH ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA), Class III Site Plan, Landscaping, Architectural Elevations, and a Variance request associated with an addition and change of use on the property located at 102 NE 1st Avenue, Old School Square Office Suites, Old School Square Historic District, pursuant to Land Development Regulations (LDR) Section 2.4.6(H). BACKGROUND & PROJECT DESCRIPTION The subject property is located on the northwest corner of NE 1st Street and NE 1st Avenue within the zoning district boundaries of Old School Square Historic Arts District (OSSHAD). The property is also located within the Old School Square Historic District and consists of a two-story contributing structure originally built in 1915 as a single-family residence. In 2002, the site was adaptively reused to accommodate retail use which required site alterations such as a ten-space parking lot, paver block walkways, and associated landscaping. Previous COA's on file for the subject property include the following: • 2002-Class V Site Plan (2002-252) associated with the aforenoted change of use; • 2003-COA(2003-194) for two freestanding signs; • 2015-COAs for exterior alterations including new awnings, windows, and color changes; • 2015-131 COA Site plan Modification Class IV for associated with a change of use from retail to mixed-use consisting of office and residential uses and associated alterations. The primary structure was rehabilitated and repaired including replacement of the roof. (To date the residential component has not been built). A two story addition to the rear of the structure was approved by HPB with a variance request for a reduction of the required 10'-0" to 3- 2" building setback along the addition at the rear of the property. The subject request is a Class III Site Plan Modification associated with a change of use from retail to professional office use with a minor expansion to the addition that was previously approved. The size of the previous two story addition along the north (rear) elevation was 49'-8" in length and is now proposed at 63'-10" in length. The width of the addition remains the same at 17'-4"to 19'-4" at the new entries. The proposed square footage for the addition is 2,050 square feet under air and the existing structure is 2,300 square feet under air. The addition design will incorporate two cohesive entries at the east and west ends of the structure. The two-story historic frame dwelling displays original detailing such as wood clapboard siding and a side-facing gable roof. The windows have been previously replaced with impact resistant windows throughout. A one-story garage addition (not historic) has been demolished to accommodate the new two-story addition behind the historic structure. The proposed (expanded) addition will consist of offices on the ground floor and second floor. The addition is to be constructed at the back of the primary two-story renovated structure. The ground floor will include an interior stairwell, office spaces and an ADA restroom. The roof of the addition will be covered in cedar shakes to match existing. The exterior siding on the addition will be differentiated from the primary structure by using hardie-board planks. The proposed windows will be impact rated, white aluminum, to match the existing windows. The exterior siding will be painted to match the primary building. A variance request to LDR Section 4.3.4(K), Development Standards, Residential Development, has been proposed to reduce the rear (north) setback requirement from ten feet (10'-0") to three feet, two inches (3'-2"). The variance is associated with the revised two-story addition. 102 NE 1stAvenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 2 of 12 The COA, Class III Site Plan and variance are now before the Board for consideration. SITE PLAN ANALYSIS Items identified in the Land Development Regulations shall be specifically addressed by the body taking final action on the site and development proposal. Pursuant to LDR Section 4.4.24(B), Principal Uses and Structures: Professional Offices are permitted. STAFF COMMENT: The proposed change of use from retail to professional office is permitted within the OSSHAD zoning district. Pursuant to LDR Section 4.4.24 (F), Development Standards, the development standards as set forth for the OSSHAD District in Section 4.3.4 apply. Standard Existing 1 Proposed Lot Coverage........ .. 40% _... 24% Open Space (Minimum) 25% 36.5% Setbacks: Front: NE 1st Street (South) 25' 20'-9"* Side Street:Alley (West) 15' 45'-5" Side Street: NE 1st Ave (East) 15' 25'-0" Rear(North) 10' 3'-2"** (Maximum) Height Residence 35' 28' NA Addition 35' NA 26'-5" *Existing nonconforming setback **Variance requested and included in this staff report STAFF COMMENT: The chart above illustrates compliance with the required development standards, with the exception of the rear setback along the north side of the property which requires a variance from the rear setback requirement of 10'-0". The previous garage was situated 3'-2"from the north property line; however, the new addition footprint will be expanded to the east and west. The second story addition will accommodate offices. The variance has been requested and is reviewed further in this report. Therefore, positive findings can be made, subject to approval of the variance. Pursuant to LDR Section 4.4.24(G), Supplemental District Regulations: Supplemental district regulations as set forth in Article 4.6 are applicable. STAFF COMMENT: A review of Article 4.6 is provided further in this report. Pursuant to LDR Section 4.4.24(G)(3), Supplemental District Regulations, all parking, except for single family homes and duplexes, shall be located in the side or rear yard or adjacent to a rear alley. No such parking shall be located in the area between any street and the closest building or structure. Where there are existing buildings or structures, the Historic Preservation Board may waive this requirement during the site plan review process, provided that it is determined that compliance is not feasible and that the character of the area will be maintained. If approved, such parking shall be substantially screened from off-premises view by a hedge or decorative fencing. 102 NE 1st Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 3 of 12 STAFF COMMENT: The existing parking area on the site is located to the west of the structure, within the side yard area adjacent to NE 1st Street, and gains access from the alley. The parking will be adaptively reused with the subject change of use and site additions. Pursuant to LDR Section 4.4.24(G)(3), Supplemental District Regulations, Parking Requirements, business and professional offices shall provide one (1) space per 300 sq. ft. of total new or existing net floor area being converted to office use. STAFF COMMENT: The proposed office use permits the parking to be calculated at 1 parking space per 300 square feet. 2,360/300=7.87 stalls. As illustrated on the architectural drawings A2.0, A4.0 and A6.0 the proposed office use which consists of approximately 2,360 net floor area of office use requires 7.87 (rounded to 8.0) parking spaces. There are 9 spaces on site which includes one handicap parking space and one compact stall, which meets the required parking with a surplus on 1 space. Therefore positive findings can be made. Article 4.6, Supplemental District Regulations Pursuant to LDR Section 4.6.6(C)(1), Restrictions on Outside Usage, dumpsters, recycling containers, and similar service areas must be enclosed on three sides and have vision obscuring gates on the fourth side, unless such areas are not visible from any adjacent public right-of-way. STAFF COMMENT: A detail for an enclosure (required to be enclosed on all three sides with vision obscuring gates) has been provided by the architect is appropriate for the historic site. Therefore positive findings can be made. Pursuant to LDR Section 4.6.8, Lighting: All developments/redevelopments are encouraged to utilize energy efficiency lighting. Pursuant to LDR Section 4.6.8(A)(2), Cutoff Luminaire Required: All perimeter exterior lighting shall be full cutoff luminaries to minimize spillover on adjacent properties. In order to decrease urban glow, no luminaries shall be directed upwards. STAFF COMMENT: The site contains 2 freestanding lighting fixtures which were installed on both the north and south sides of the parking area when the conversion from single-family use to retail occurred in 2002. Recent right of way improvements along NE 1st Avenue included the installation of an additional light pole at the intersection of NE 1st Street and NE 1st Avenue, adjacent to the southeast corner of the property. A photometric plan has been submitted that meets the required illumination levels noted in LDR Section 4.6.8(A)(3), therefore positive findings can be made. Pursuant to Section4.6.9(C)(1)(c)(3), Number of Parking Spaces Required, General Provisions, Bicycle Parking, bicycle parking facilities shall be provided in a designated area and by a fixed or stationary bike rack for any non-residential use within the City's TCEA which, through the development review process, is determined to generate a demand. STAFF COMMENT: The subject property is located within the TCEA, and a bike-rack is required. The bike rack has been designed and detailed on the architectural site plan A2.0 detail 2/A1/0, located to the right hand side of west entry, therefore positive findings can be made. 102 NE 1St Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 4 of 12 VARIANCE ANALYSIS Pursuant to LDR Section 2.2.6(D), the Historic Preservation Board (HPB) shall act on all variance requests within an historic district, or on a historic site, which otherwise would be acted upon by the Board of Adjustment. Section 2.4.7(A)(6), Variances: Alternative Findings of the Historic Preservation Board: The Board may be guided by the following to make findings as an alternative to the criteria listed in Section 2.4.7(A)(5): (a) That a variance is necessary to maintain the historic character of property and demonstrating that the granting of the variance would not be contrary to the public interest, safety, or welfare. (b) That special conditions and circumstances exist, because of the historic setting, location, nature, or character of the land, structure, appurtenance, sign, or building involved, which are not applicable to other lands, structures, appurtenances, signs, or buildings in the same zoning district, which have not been designated as historic sites or a historic district nor listed on the Local Register of Historic Places. (c) That literal interpretation of the provisions of existing ordinances would alter the historic character of the historic district, or historic site to such an extent that it would not be feasible to preserve the historic character of the historic district or historic site. (d) That the variance requested will not significantly diminish the historic character of a historic site or of a historic district. (e) That the requested variance is necessary to accommodate an appropriate adaptive reuse of a historic building, structure, or site: Pursuant to LDR Section 4.3.4(K), the rear setback for structures is ten feet (10'-0"), whereas three feet, two inches (3'-2") is proposed. STAFF COMMENT: As previously noted, the requested variance to the rear(north) yard setback, would reduce the setback of the proposed addition from 10'-0" to 3'-2". The length of the previously approved encroachment spanned 48'-8". The proposed encroachment spans approximately 63'-10" on the first floor and second floors in their entirety, a difference in length of 13'-3". In consideration of the criteria above, the variance can be supported in that it would be not be contrary to the public interest or safety as the addition is situated above existing floor area and at the first level, located at the rear(north) side of the property. Special conditions and circumstances exist due to the historic nature of the main structure and the adjacent garage, which was constructed at a later date and is now in a dilapidated condition. The addition would encroach into the rear (north) setback and requires additional interior space to meet today's needs. The requested variance assists in preserving the historic character and maintaining the historic environment while providing additional useable space. Given the above, Staff recommends approval of the variance request as positive findings can be made pursuant to LDR Section 2.4.7(A)(5)(6). In consideration of the criteria and the analysis provided above, positive findings can be made to reduce the rear setback on the north side of the property from 10'-0" to 3'-2", (at the new two-story addition spanning a total of 63'-10", two stories). The proposed addition has been visually differentiated from the primary historic structure and maintains the character and integrity of the site. 102 NE 1St Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 5 of 12 LANDSCAPE PLAN ANALYSIS Pursuant to LDR Section 4.6.16(A), [Landscape Regulations, Purpose], the objective of this article is to improve the appearance of setback and yard areas in conjunction with the development of commercial, industrial, and residential properties. This includes off-street vehicular parking and open-lot sales and service areas in the City. The objective is to protect and preserve the appearance, character and value of the surrounding neighborhoods and thereby promote the general welfare by providing minimum standards for the installation and maintenance of landscaping. STAFF COMMENT: Technical review for compliance with the subject Landscape Regulations have been found to be complete, and no comments are noted. Positive findings can be made with respect to the Landscape Plan. ARCHITECTURAL ELEVATIONS SECTION 4.5.1 HISTORIC PRESERVATION DISTRICTS AND SITES Pursuant to LDR Section 2.4.6(H)(5), [Procedures for Obtaining Permits and Approvals, Certificate of Appropriateness for Individually Designated Historic Structures and all Properties Located within Historic Districts, Findings], prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, and the Secretary of the Interior's Standards for Rehabilitation. Pursuant to LDR Section 4.5.1(E), [Historic Preservation Sites and Districts, Development Standards], all development regardless of use within individually designated historic properties and/or properties located within historic districts, whether contributing or noncontributing, residential or nonresidential, shall comply with the goals, objectives, and policies of the Comprehensive Plan, these regulations, and the Secretary of the Interior's Standards for Rehabilitation. STAFF COMMENT: In accordance with the above, the aforenoted criteria have been analyzed throughout this report. Pursuant to LDR Section 4.5.1(E)(2)(b)2.-3., [Major and Minor development]: The subject proposal is classified as Major Development as it is "the construction, reconstruction, or alteration of a building in excess of twenty-five percent (25%) of the existing floor area, and all appurtenances", and "the construction, reconstruction, or alteration of any part of the front façade of an existing contributing residential or non-residential structure." STAFF COMMENT: In accordance with the criteria above, the subject proposal has been review as Major Development. The existing structure square footage is 2,300 square feet (under air);the proposed addition is 2,050 square feet (under air). Pursuant to LDR Section 4.5.1(E)(3)(b)1., [Buildings, Structures, Appurtenances and Parking, Parking], parking areas shall strive to contribute to the historic nature of the properties/districts in which they are located by use of creative design and landscape elements to buffer parking areas from adjacent historic structures. At a minimum, the following criteria shall be considered: a. Locate parking adjacent to the building or in the rear. b. Screen parking that can be viewed from a public right-of-way with fencing, landscaping, or a combination of the two. 102 NE 1st Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 6 of 12 c. Utilize existing alleys to provide vehicular access to sites. d. Construct new curb cuts and street side driveways only in areas where they are appropriate or existed historically. e. Use appropriate materials for driveways. f. Driveway type and design should convey the historic character of the district and the property. STAFF COMMENT: The existing parking area is situated to the west side of the historic building, which is appropriate, and it is accessed from the alley. Additional landscaping is proposed which will assist in screening the parking area. The existing curb cut on NE 1st Avenue will be maintained with the existing driveway, therefore positive findings can be made. Pursuant to LDR Section 4.5.1(E)(5), [Standards and Guidelines], a historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Standards A property shall be used for its historic purpose or be placed in a new use that requires minimal change to the defining characteristics of the building and its site and environment. (Standard# 1) The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. (Standard #2) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Standard#9) STAFF COMMENT: In consideration of the applicable Standards noted above, the proposal meets the intent by providing an appropriate adaptive reuse of the historic structure from retail use to office use. The adaptive reuse necessitates minimal alterations to the primary building and the addition is located to the rear of the building. The historic character of the property will be minimally altered and will not be negatively impacted by the proposed modifications, therefore positive findings can be made. Pursuant to LDR Section 4.5.1(E)(8)(a-m), [Visual Compatibility Standards], new construction and all improvements to both contributing and noncontributing buildings, structures and appurtenances thereto within a designated historic district or on an individually designated property shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply 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). 102 NE 1st Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 7 of 12 STAFF COMMENT: Overall, the intent of the Standards for Rehabilitation and Visual Compatibility Standards have been met with the proposal. The proposed addition strives to meet the visual criteria noted above. The proposed addition is recessed back from the front plane and to the rear of the main building. The addition is subordinate to the main historic structure; however, the height dimensions are not noted on the building elevations. The height of the addition is 25'-0" and height of the existing building is 28'-0". The scale and mass of the addition is visually compatible with the existing building and replication of the siding, windows, and roof materials creates a harmony with the existing structure, therefore positive findings can be made. REQUIRED FINDINGS Pursuant to LDR Section 3.1.1, [Required Findings], prior to the approval of development applications, certain findings must be made in a form which is a part of the official record. This may be achieved through information on the application, written materials submitted by the applicant, the staff report, or minutes. Findings shall be made by the body which has the authority to approve or deny the development application. (A) FUTURE LAND USE MAP: The resulting use of land or structures must be allowed in the zoning district within which the land is situated and said zoning must be consistent with the applicable land use designation as shown on the Future Land Use Map. STAFF COMMENT The subject property has a FLUM (Future Land Use Map) designation of OMU (Other Mixed-Use) and zoning designation of OSSHAD. The zoning district is consistent with the OMU Future Land Use Map designation. The proposed office use development is permitted, and therefore, appropriate. Thus, positive findings can be made with respect to Future Land Use Map consistency. (B) CONCURRENCY: Concurrency must be met and a determination made that the public facility needs, including public schools, of the requested land use and/or development application will not exceed the ability of the City and The School District of Palm Beach County to fund and provide, or to require the provision of, needed capital improvements in order to maintain the Levels of Service Standards established in Table CI-GOP-1 of the Comprehensive Plan. STAFF COMMENT The applicable Concurrency items are noted as follows; Water and Sewer: Water service exists via service lateral connections to the 8" water main on NE 1st Avenue; sewer service exists via service lateral connections to an 8" sewer main in the north/south alley. Pursuant to the Comprehensive Plan, treatment capacity is available at the City's Water Treatment Plant for the City at build-out. Streets and Traffic: The subject property is located within the Traffic Concurrency Exception Area (TCEA), which permits all development proposals to submit a Traffic Statement, as opposed to a Traffic Study. A traffic statement has been submitted which indicates that the proposed change from retail use to office use would result in a decrease of 19 net new daily trips and an increase of 13 net new AM peak hour trips, and a decrease of 12 net new PM peak hour trips on an average weekday compared to the existing development. Parks and Recreation Facilities: No residential component, not applicable. 102 NE 15YAvenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 8 of 12 Solid Waste: The existing solid waste generation for retail use is 11.73 tons per year(2300 sq. ft. x 10.2`. lbs. per year= 23,460.00 Ibs./2000=11.73). The solid waste generation for office use is 11.75 tons per year (4360 sq. ft. x 5.4 lbs. per year= 23,490.00 lbs./2000=11.75). The proposed change of use will have an increase of .02 tons of waste per year. The Solid Waste Authority has indicated that its facilities have sufficient capacity to handle all development proposals through the year 2046, thus a positive finding with respect to this level of service standard can be made. Drainage: Drainage and water run-off will be accommodated by the existing exfiltration system on site. There should be no impact on drainage as it relates to this level of service standard. Schools: No residential component, not applicable. (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 adaptive reuse of the subject property from retail to office use is consistent with the subject objective. With respect to the adjacent land uses, the property is surrounded by a mix of uses, including a cultural arts center to the south, a surface parking lot (anticipated to be replaced with a 3 story office building) to the east, a parking garage to the southeast, a single-family residence (anticipated to be adaptively reused as retail and/or restaurant use) to the north, and a living house museum and city archives (Delray Beach Historical Society) to the west. The property is in a mixed-use zone and the proposed uses will complement the neighborhood while providing much-needed office space in the city's thriving downtown area. The proposal is appropriate and thereby consistent with the subject objective. Future Land Use Objective A-4 The redevelopment of land and buildings shall provide for the preservation of historic resources. The objective shall be met through continued adherence to the City's Historic Preservation Ordinance and, where applicable, to architectural design guidelines through the following policies: Future Land Use Policy A-4.1 Prior to approval or recommending approval of any land use or development application for property located within a historic district or designated as a historic site, the Historic Preservation Board must make a finding that the requested action is consistent with the provisions of Section 4.5.1 of the Land Development Regulations relating to historic sites and districts. 102 NE 1st Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 9 of 12 STAFF COMMENT The proposed adaptive reuse inherently provides for the preservation of a historic resource in the Old School Square Historic District. As indicated in this report, positive findings with respect to the LDR's have been made, more specifically to LDR Section 4.5.1, which provides the review criteria for properties within historic districts. As a result, the proposal could be deemed to be consistent with this Objective and Policy, subject to compliance to the conditions of approval. REVIEW BY OTHERS Public Notices for the variance were mailed out on Friday, March 25, 2016 to all property owners within a 500' radius of the subject property. ASSESSMENT& CONCLUSION The proposed adaptive reuse of the historic structure from retail to office is appropriate, particularly given the need for these uses within the downtown. Additionally, the adaptive reuse is sensitive in nature as there are not significant alterations to the historic structure, and the addition is similar in scale and mass, yet appropriately differentiated in its details. ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness, Class Ill Site Plan, Landscaping, Architectural Elevations and Variance (2016-052) for 102 NE 1st Avenue, Old School Square Office Suites, Old School Square Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in the Land Development Regulations. C. Move denial of the Certificate of Appropriateness, Class Ill Site Plan, Landscaping, Architectural Elevations, and Variance (2016-052) for 102 NE 1st Avenue, Old School Square Office Suites, Old School Square Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request is inconsistent with the Comprehensive Plan and does not meet the criteria set forth in the Land Development Regulations. RECOMMENDATION By Separate Motions: Variance: Rear Setback Approve the variance to LDR Section 4.3.4(K), for a reduction of the required 10'-0" to 3-2" building setback along the addition at the rear of the property. This is for the new two story addition (63'-10" length) along rear setback. The variance is required to accommodate new construction attached to a historic structure, based upon positive findings to LDR Section 2.4.7(A)(5)and(6). 102 NE 1st Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 10 of 12 COA and Site Plan Approve the of the Certificate of Appropriateness and Class III Site Plan (2016-052) for 102 NE 1st Avenue, Old School Square Office Suites, Old School Square Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Sections 2.4.5(F)(5), 2.4.6(H)(6), and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1. That the following Engineering review comment be addressed with revised Engineering plans submitted prior to site plan certification. a. Relocate AC units out of pervious buffer which is required for drainage. Landscaping Approve the of the Certificate of Appropriateness and Landscaping (2016-052) for 102 NE 1st Avenue, Old School Square Office Suites, Old School Square Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Section 4.6.16(A). Architectural Elevations Approve the of the Certificate of Appropriateness and Architectural Elevations (2016-052) for 102 NE 1st Avenue, Old School Square Office Suites, Old School Square Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof is consistent with the Comprehensive Plan and meets the criteria set forth in LDR Sections 2.4.5(F)(5), 2.4.6(H)(5), 4.5.1(E), and the Secretary of the Interior's Standards for Rehabilitation. Report prepared by: Lynn Van Duyne Historic Preservation Planner LEED Green Associate Attachments; Photographs Architectural drawings Appendix A 102 NE 15t Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 11 of 12 APPENDIX A STANDARDS FOR SITE PLAN ACTIONS A. Building design, landscaping, and lighting (glare) shall be such that they do not create unwarranted distractions or blockage of visibility as it pertains to traffic circulation. Not applicable Meets intent of standard X. Does not meet intent B. Separation of different forms of transportation shall be encouraged. This includes pedestrians, bicyclists, and vehicles in a manner consistent with policies found under Objectives D-1 and D-2 of the Transportation Element. Not applicable Meets intent of standard X Does not meet intent C. Open space enhancements as described in Policies found under Objective B-1 of the Open Space and Recreation Element are appropriately addressed. Not applicable Meets intent of standard X Does not meet intent D. The City shall evaluate the effect that any street widening or traffic circulation modification may have upon an existing neighborhood. If it is determined that the widening or modification will be detrimental and result in a degradation of the neighborhood, the project shall not be permitted. Not applicable X Meets intent of standard Does not meet intent E. Development of vacant land which is zoned for residential purposes shall be planned in a manner which is consistent with adjacent development regardless of zoning designations. Not applicable X Meets intent of standard Does not meet intent F. Property shall be developed or redeveloped in a manner so that the future use and intensity are appropriate in terms of soil, topographic, and other applicable physical considerations; complementary to adjacent land uses; and fulfills remaining land use needs. Not applicable Meets intent of standard X Does not meet intent G. Redevelopment and the development of new land shall result in the provision of a variety of housing types which shall continue to accommodate the diverse makeup of the City's demographic profile, and meet the housing needs identified in the Housing Element. This 102 NE 15t Avenue, Old School Square Office Suites;2016-052 HPB Meeting April 6,2016 Page 12 of 12 shall be accomplished through the implementation of policies under Objective B-2 of the Housing Element. Not applicable X Meets intent of standard Does not meet intent H. The City shall consider the effect that the proposal will have on the stability of nearby neighborhoods. Factors such as noise, odors, dust, traffic volumes and circulation patterns shall be reviewed in terms of their potential to negatively impact the safety, habitability and stability of residential areas. If it is determined that a proposed development will result in a degradation of any neighborhood,the project shall be modified accordingly or denied. Not applicable Meets intent of standard X Does not meet intent I. Development shall not be approved if traffic associated with such development would create a new high accident location, or exacerbate an existing situation causing it to become a high accident location, without such development taking actions to remedy the accident situation. Not applicable Meets intent of standard X Does not meet intent J. Tot lots and recreational areas, serving children from toddler to teens, shall be a feature of all new housing developments as part of the design to accommodate households having a range of ages. This requirement may be waived or modified for residential developments located in the downtown area, and for infill projects having fewer than 25 units. Not applicable X Meets intent of standard Does not meet intent . ..,..'1;1•':rx';'.,..1.1.,.., ".r.,...0,;'..,'.'..N.)..!,.::.,'.'J.:,....•,.,-..r„,-;'...::,..,,,,,,,„.;.,.:,. . .14,„1'; ...,,....,;:,;,4.,„,,,,,:,,,i,:.4..,,J.,(,,IPI,,,,,,,,,,,,.::;',„.-.,',.]:;,;.-..,,:.,..' y',,,,-',...I..'., .. .,f„,.-.. .•. lb. , . LI , h ..6..:„ , '.„.,,1 •, , ... r r , , • • . . : . , ....... - . : , 1 , - ' r• , q f',/ ....... - , ,,,.. , ::, ',::', , ........ ,.. - : f. . ,-.. ,,,.. .0; ,,,. ,::: -- ..,.. _ ,.. r l' 11 1j 111111 ° 11111'1 i 11 11 i; 11 11111[ 111 1 il 1 i' 1 1, `4 '.• '' '' ' , - -... . ,,..,,,.,,,,;:, ,,, ,. ,q LI , ,.1 k LI . 1 • I . • ti , i g t t.g t , I ., ' I .. r. , '4,/ N • .. , ,• ..7.•--z-,. 'it('‘' , , 't•l'$ '•• , . .. .t0' • I! „; • /' .... . • , ... , ••••• , ,.' ..., . • ,•; I I ,.. ,: .. .:,...?A =,, ., „. , . • I4 , coo.nwarammornomfflogra. . ;. '. .. A- ... .1p ! '-, -q! .i(r 1.41, '.1--:.._likir1 itlih)hefiaifiti -• . It T . ..,...i. , , 4, 4 ' 7 . ," . •40ggi i ,g ..• •., ' ; 1 ::. •,!;irg. ,, 1 i 1 I ' g 4, ' • • ' ' l' ' 1, ' , ' ' I ; I , A t I . ,..,.; P' .."e ,1 ,,.. I I, . .•: , ' 1 , • . . .. ' - . , • I ' .' i , ,, l,r 5 , , , , , . ft tr••itts:i ... • ;.!' •••• •-•••••.,...,„ . j , I, if: : k , . : , 1 , ,,, , ' : . , •,' k' , , ' 11,1' • • 1 ; , , , , ' , 1 1, 11 i 1 „ '1 , ., ' . : 't, ; ' ,' -.::..: 4..;. i ‘, , 1-#.;" r• 'ot •''''',;';'.1„fl'ii t,' il I ' I, 14'' 1 i I ' , " .. , q' . , ' , ' , , I, , " i ', p , , ''--'fed,:' 1,..4', '•. Jli ' '' .', .' 'A • 4.. : ' o' . e'• 4,' g.''',g, •g g " ...-.•: ,... • I __ -...... 141 I, m tl, u L .,, , I •••• .,,,„ i,• 1, ,,.„., 1! „kl.,•,v ip.",.,,,11,• '••.,.•„-,.,•. 42,,.,,,,•,„,.-, , • ,,I,,,, ..• , ,4''"..,L ,..1,0,,0,,,...,., . ,1,),,,,i.,,,,.,.,,,;',44,,,,i,,,Y.,j,,,,''',c'';,',.,',..,,.,-,,,,Igd'.g... ...11.,',:.,,.gggio..,•,•'....4N,,,,;!r,•,',,,,',Irva i,,,,,,4•144,•.'"..441,e,,,,,,,1,•,-',..',X,.,t/.", •:,:,••r":„ !.,•••,..,,';•r: r I •,,,? ' 1,1 i 0 ,,, • •i ' '1 4,• i A i 4 i .14 1 o 'I, ti• "1 tt,', tri , Ji a , '• ;,•.. a :: .001/11sitiik,:,,,,;:.,...:::.g.,,,,,.,,,„:',,,/,11•,,,,,,,,,,,,,;:,,,,:,..y• . :., "-",/, 111'i .' 1 1 11 : / ft ;01 1 1111111 . 1111: ' • • 011 . Illi I, ' '' i t ,i • 'i'' 1 ti , I , g gg •liti" iii,, g . , , 4.`,.' " ' ' i i „,.,„' . ,`11,,"• i:,4 f 4,,• . a , ' A —. 1 , • , i,''. , . , • . .1 1,,,, ;;;..1 ''... ,....._ 0 . ., --------•--•---- ••• - • - • ' W.,,0,,,,,,•-:••• ,;:;••.!".,,,,,.4,•)+4,''' •..4.f;,44..00;„•ii.11.,,-:; 4!....- ''?...,14,„,,,,,',,,1,0,11,1"."..".',.;7,,,,1'00.4.4kl''',It..`.;..eitil,.,'i,,:,,,,,,,,,,,.41,i'l.,,e'tlf'.,:,'.,, , ''', ,''''',.'..' ,; .'' '', '-''',' , 1',,,.,,,, '' .,'.;. ' ,': l',',.' ' .', ',,,.'," ,'',., 1114p,,4;:ro ,,,,,;, I., •,,,..•/.-/-,,•"...--.......,'.,—,•,,,,••••',041,4•-'"•:'' ""l!'!'et/.*.'"` '" '' '''';;;'' . ' 4•,. . ,4,;'1:,1.'.', .,,, ,-,..I.,.; . . ,;,,,,,,i,'''' '''''1., :'''II''r',•.,4;.•'''''1.1.11111':1.40;.1, ' I'. NP,"Ir'111 . ..., ' ''' '', l'..''':'''''''^''''11.1'lli,Y11., , ',1 •','•:t , '''!1, ',''',,j1 i ' '4,ttio." ... i.,0)..7r,t4-.,4.•.'1.V:i...' • •., f.t.t.' 1.;. .iiiiiiiiiinlyrii.. .....:;,...:,......i..... ..„....,;;;,;..-..i........,...V.,. ...,.4,,,,;...,.,,,'.;,,...,,,,',,................,...,. ., ....,,,...#,..,•41•00.,,,. „,"...•1011.,.. -,-, —' , ' ,.. ..............4....... . . - . • ,. . . i• J.. • . / • •i \ // ' I 41,-* - • • ""t, , .. )7 . . IL,. i / im 'IN.. • . I , -..... , / ,., ,.. , , ... 1 4• 4..W;•, '. ‘b) ' :s.,,, ,,•,/ • I /6:7'. / . . „..„. /\ • .• •;;V ' ,.+ i• ._ •A ...db. ' "I 11 . ' ,or-gaitot \\ 1 „ •••.s. . s' . , 1 1 , ,,,.._.,..zir&N ifi, , r..dir „ 1 •.. • v% 11 '1, , A ..t, .e. i• . , N j1.e-... . ,. /---,:m ,,,, , ,.....:,,, ..., ,,,„ .. . . , ...t„ ,. , .... .I , • .14.4ri# ..-- ' t • . 1 •.0, . it\• • . 4 % 4,\ / •••.%\ t'.N. 7 ,e • ._..., .0 -.- ,•, . -4.01.„. ....t-.-. 1 . • ,it,....... .it,...4'...: \ . • • .• ..A s . . / I •• . ......_ ••••• N,TN, :-....-z.-, ...%..4, - - •,ft•iar.-- . . -vf, - .."-:. . ,,....;.,,....;:-.1:--7.....-...,..-4.:-.t.,.:.-,...t.:-:..-..ar,...."1:-.7F-z-'------:-,--r--.4---'"-•- _ . „... ...... , ..:•ip44.P!IIP ... •••Stikr.,..'."2.7...,,,,..... .,....,:„,,..,:,..,.......,-..;..,,tit,,,Z,.....-1-1.":"...."-..7......,,z,••••••=.•--r 1 r.,:.......... r.7.4.....i:•.,E-....117^`•-••. - ' .,-.L.;....7,........,:- -',' , • .-.... . ; .... si. . . .. •• . . . .- '...• • , .. , . . • -.,.... ..,..,, • .• ... •, N.' •- , ,i, - ,\ ) „.,„ 14 .. . • ..,-....--:!::;,-...--.•-:.. . . • - vx•la-• -,-,+//1 tlik ...... ., . . . . , ,,. • i • P ; ,: • ,, , • ,; I' 1 i . ' .."-- , 1., ., „.I I, •,, ,I,i 'I-- — ---,, , I. ,'" ...,--. •II 1.. , e . .. i , . .-1. •• •,.: , • -- 4 • •.,. . 7 71 ' t' 'Or '. 77,i,;:71.1;,,', • L....._. ':';':::•'":;:,'•'4.''• ilielli''' . . • . ,,4•: %4 ,1 Li , lallIllEnNiegm I RV-- . 4. !), , ,. ,I • . „I.. ,,, •7 • L. . . ' i.,''jj ' it • i • 1 4.1'.':. . . . . .,. . . ' 4 ,.}.;,,iYo,. • •t ' ' . :WI 114 4'7' ,r"1-.4.s • I.V.3.....X• iy..4........161 (act,- ', , .' . . .,. ,, ..........,;..,....e..;.5u.,...a,41,-.,..1.11,,,o,W!l'4. ..P...A....,:.:',.;',..' ,...k...1.,d.„.1.,',...i.....„,Li.„„',! .. 4;':' ''„,..,koit:4,..L,',4.4.4.7..,.4 44-..'.-.4..• .'.:4744..•tt7.44 ,.7. ': -.j t 4'.• .7". ', '•; . ' .,...:'I • .• ' , •i,...,.4i;44., TA . .:,:....t.• ....'," "..i, ...,, • ' ..".:4:-.:,...,.; a :F-,,,,,-•'!,..-,t'.•.,,,,-,.,, itt„,:.....,:. :::..........: ..,:,.....t,., ......,. .., .1.e.......,...`..1.t. V.,.....lee..., .tet•..t.'2..,-. .•..',',..• n....:tat ',..--.114.-.., ..,:„....,::.,...,4_,,,...,.., ,- --- . ..._ t' I eli64'..'. , ,'..m'. i ,. -- ...........___ ki. . .,,,,, 1 ,1,14 .a., „ ...,", S'Y ' H ' , .: . , ._, I 1 ''',,. i,,,,,, : , ,.. „ .• r44,4411I474,..47,44g.4,4 I . :014 .1 -i V 't?.' ' 0 . , 1 i IP 4, . .' 1.4 i' t 40 1'1 ; ,4,,L41 • ,4 “". ..,....,... ... '0„ , ,,, 11 14,1' i" .. , II ' '. ').',..44,,J.)lor , "..--1:; •-• .1':'''' ,, lir , :, ... •',.. ,,,I . . . • ,,"errAtOoki . VisOvearefogno bry.:i.ri . - •.•'..,A,-y••14vt Y..14 i: -.Y1 I ' i '' i' fi '•t.'; • 1, r.i . ,• A, ,, ,' I i ' I VII 110‘11,. . ,.... , ,•,.4. ...,....7.:-,,...,..:::::::,i'.....L, iv 1 1 . 1J .,,. ' ! I'.1', Mit lailik' ' *. •..• ' 1 '..r.: .... 't t.trAtelAte•e't,tm4.7.4.. . . . . , .... . ' 1 .:, t.:J +. .......-_, • '.•.) . . t 1 ' •• . , •t , • ' . I 1 ", • • ' ,,., e . • . . , • • . t . ' • . ,•' " ,• .. ' .' ' .. ,,, ..''''' '''.,:,`•-''''2'. 4.'17'.• 1 • ' • , '.'',4•'''''d.." :„., . ' '''-.•:'," -".Ai''',",;,,•••,1,''1.'•',.....' •, • "",....., . . • 7....:',':.'i•.-,- .,-..‘''.' '.i'''........;:; r...,,.t.'"'"...;,,,,t: , ........... . .. . . . . ..,. •` "/rPf: .,� A /t r:114l'Y�,.:.rr '• ,lt�' T ; ? , 41 y•�. �, �'.�. Y.�YT ,� :if r ?� C4i' { d r 1 y v. M1" Y ' 1.-...-41-,.2% re re_i IM+ f YJ+ � 'll .fia tla" A �,trY S~I�•) .I lu Y, :»w' I.. / ;w, �� f t , yti,�ry I• •a ' yPl h i I� a rY.. ♦.N y4'+1 p" 4 v1.- :!` - �� r` w r �, 4 1 r, �I�; ^,k i vYwu�i,/F.c'!Y4:44.�w . 1 J" ,Wu� I; r P J �q` • t f..` { tM ,Pgt h":7h 'Y4'tp•W�Y� +n �` C �� ;. ® 1, .,, } �_ I � 4, x� i 11,,, JL, ... . f' I 71 Y ,,,' '.,?.' 'r't 0,F/•,ti ,y7P�ti Q,7y \ ,,r , �...� , C i. 1, P i. - .Lti�✓ .., f I a rt 1a '�! ,b^ pdRdk*,d �r rA rrJ� ! " a` lbw. / '�4, . �r y «^ r. p.. i . 4�y �.v, fir , ', r yty t yy +S eu r`� � '�Y YI 1 'QA.. r� d{i•'Yh.- ' , IF+ F,. / f.'. . - { rr''6� ' ' y, w ,Y LI �� �ri�t / g. I w. rg ilk + l y r 1 d f r �i Ip ap�* w�u'���0 « NN' m 1° ry N4tlNp, pfrr ,yT', `' i ' , 1 {� e',,• I it" I''',.:'",' ,•" l u 1,, ,I 1141 1 wu 1 r I. .ik:J., ,,, I 4.4 F' 9 • �1 r q rl i.; 'r 1 yet �?r C (wq•{� 1 •.••r•. }�� l �,a i a - 1 % 1 J i MF ter♦ • + lin •,..,^^' . f �!" ( J�. .y1q, "' 1 ~"& II ,III k �µ • '� ' .•.: tY 7P.,.%, J,� »,«-^•""""'w dp�p^ '' ,qR"' t �i' JI.��.. -� 'r '"Nw ,uV ey, .w,Ne, �, '�.v"�J., ./ i{I�t "'""". Ta'� tl I] a µ+aT T '" yp+ 11 IIJ III I,I '` d o �, i .• *y, �. ` 1' ..,..••„.*.'"r ...r^'..'"•'�"..! r w1 1 - +Y t r�C 1°r` k. II N ly.' - (< • iiv • /.• • 1 • t �rr r r Imo "'4 ® y ..`. 1,..., n ;;:�4 .:;. 'R+,.' %• "y. ,�� lZ , ��Ilrl , 'v�,` � A.�,., 4ci. ^:�: %/r .:; i- `'•." ry''!ry';+u'ri':?.,. A v t.'".Y.p„„i , ,g,, ' • \fir ::. ,%. r Ifi'r "•"^'^wY'y� �,,t 'a-�y:,p#'R '"t cws ro1"a�., �y,�„ yK`a.w- .: .ftt �i v�l"� I t,,Ji�•:. /�fj' r ' f ...._• . i :: -11riie- ��_'�`�tdT,SY"v I. '*0.',� "" r .• 4 \`1 { - �•-. 7 aly � • ��C • • • l ..• r ( ""a,wl' , 4 k• b,,,i�"•y9 i"ti �+�.�y �4 �o�il� �` -i:' 4• 4. " (..4 • /'" J'.. t l", .vr. .s,,,,r,�w'n.. Ih+.r,,.,�w. •• " "!' 'Nnir rp L4,FA _ �� �� ` /3 ,��t .� . J! / ( ;-I'.f/ 1�. r x..� � P �''`•� •,i„„" r,wa�r �'"rn 'J��rN"YR',;.4Y,," • "'y'! �`� �,,....,-•.•—.•^'• w. 4�•-_Y •..,. °b pJ IM h F I I I I rll' wT - ':''":'.�:.OF ' =;I K'j` -.•. T. 3`.• �r ,.• •,; •r .'",rW I"' Y ' tl..1,Yf, , Ili fhw/.j '1-r._ • r Wy ■ +C µ p � Y�tldy,,,, � I NI �, �. 4.' � .�� y �,�� ,� 1 w °." aka rll fl,,l r is v. y r • v CI 1- I j !m ��1� N��" � ,9 � .?N G. A.11a / mow. r .C. TMI r..:., Y G + hm.G�.l C,d , t- `ter r.•y. '4 ...%.. • r r it r �M: �rfw A4 1 " 'F •.,rtkL< 1`°d�. o•� ;.::G r. h r, / " w .Sn 1 1; wl. Y lye • .. kt Y p.., T..., ,•,,."..M,p• C 'rw"',iI• .., , ''' L I� r • A ! r 4. �• ~ •Z�,,�� �il�7i�-�'••� . p w� ! ^ atl t uNll. 1 i. '1� 11, i — tia �,� 3,, �,• 't Y ,• _ r x L �' J II 91�f _ 1t` I 'J4 igr N*III � rl + , �y• /��,`h! 1 1"•w: M' r 1 "-., , i. N T .+r„ ✓'' l.. ,,r.• „_M� 1,/ t "w T •lt ^ sr f' r la+ aI i 4 i, Ir �•` +,u • ...•r- r• i 1 �, "_" . ,f ';.„,4,1y N k ° w.V� :_.lyy„ap., dN I tl,ww II�,1i"Hpq uw _ / .1, ' i ' .s r1k...•,, `V 41 :„ ,,— g 1 1 JI III r 'a it '1"' t I Iy+I IG itsj[ (y yn LAP'', J M1uu:l dl � +r I I I f 1.:., ' �,'IlJ I . � �•it ��.. I;� �fd..�� L..:.r�... N ,,, IhA„a � i 111 Y I, �..I,,, • d I I '.a �j�r'fl f'L sill u 1 IWI I''6IJ.:arI�WIA".�yul.,."I" , - )'` .d li•:1Fd",- March28, 2016 RECEIVED BY City of Delray Beach Planning and Zoning Department MAR 2 8 2016 100 NE 15`Avenue Delray Beach,Florida 33444 City of Delray Beach Plannin & Zonin Attn.: Lynn Van Duyne, HPB—Senior Planner Re: 102 NE 15`Avenue Old School Square Historic Arts District Lynn: As the Architect of Record for the above referenced Project please know that I am,unfortunately,NOT able to attend next Wednesday's HPB meeting regarding our modest re-design of a previously approved submital. A scheduling conflict does not allow me to be there. Richard Viens,the Owner of the property will be there and will be more than capable to present our case,answer any questions the Board may have and assist in the approval process. As you/Staff already know,this re-submital is a modest re-design of the Project that you and the Board already approved. We simply thought,after much deliberation,that there was a slightly better Architectural solution to our concept. We,essentially,have taken the Western exterior stair,and pushed it into the interior of the building—creating a much more traditional West facade. One that is much more inviting and less cumbersome(we think the exterior stair would have been a distraction from the Architecture). We also then took the opportunity to embellish the East(more public)end and make a more direct, Architectural tie-in to the overall Project. Needless to say,we think it is a superior solution and are very anxious to seek it's approval so that we can commence with construction. So,please accept my apologies for NOT being able to attend Thank you in advance. Sincerely: II Roge Cope,Ar, ,4 i' 4 Cc Richard Viens and Patricia Werhahn,Clients Josh Weaver,Mouw General Contractors All HPB Board members r— Cope Architects, Inc. 114 1/2 NE 1ST Ave. Delray Beach,Florida 33444 Cell 561 789-3791 RECEIVED BY March 28, 2016 MAR 2.8 2016 City of Delray Beach Planning and Zoning Depaituient City of Defray Beach 100 NE 151 Avenue Platirljn & Zonjrl Delray Beach,Florida 33444 Attn.: Lynn Van Duyne,HPB—Senior Planner Re: 102 NE 15`Avenue . Old School Square Historic Arts District Lynn: As the Architect of Record for the above referenced Project please know that I am,unfortunately,NOT able to attend next Wednesday's HPB meeting regarding our modest re-design of a previously approved submital. A scheduling conflict does not allow rue to be there. Richard Viens,the Owner of the property will be there and will be more than capable to present our case,answer any questions the Board may have and assist in the approval process. As you/Staff already know,this re-submital is a modest re-design of the Project that you and the Board already approved. We simply thought,after much deliberation,that there was a slightly better Architectural solution to our concept. We,essentially,have taken the Western exterior stair,and pushed it into the interior of the building—creating a much more traditional West facade. One that is much more inviting and less cumbersome(we think the exterior stair would have been a distraction from the Architecture). We also then took the opportunity to embellish the East(more public)end and make a more direct, Architectural tie-in to the overall Project. Needless to say,we think it is a superior solution and are very anxious to seek it's approval so that we can commence with construction. So,please accept my apologies for NOT being able to attend • Thank you in advance. Sincerely: fk iitil Mili RoerCope,�' .P Cc Richard Viens and Patricia Wei-halm,Clients Josh Weaver,Mouw General Contractors All HPB Board members Cope Architects, Inc. 114 1/2 NE 1ST Ave. Delray Beach,Florida 33444 Cell 561 789-3791 I 1 1 2 I 3 1 4 1 5 1 6 I 7 I 8 1 9 1 10 I 11 1 12 , 13 I 14 1 N HISTORIC PRESERVATION BOARD SUBMITAL N OLD SCHOOL SQUARE OFFICE SUITES - M 102 NE 1ST AVENUE I __ DELRAY BEACH, FLORIDA 33444-3713 CO Wco - GENERAL NOTES CODES VICINITY MAP INDEX I co liZL L ARCHITECTURAL DOCUMENTS: M , ARCHITECTURAL: FLORIDA BUILDING CODE,2010 EDITION ADD COYTE2 SEE' I. THE CONTRACTOR w.1Al I PERFOfd'I ANY AND ALL CUTTING AND HFPA 1-101 LEE SAFETY CODE AID PATCHING NECESSARY TO COMPLETE THE U.bFlCARC SPECFIGATI NS FLORIDA FIRE PREVENTION CODE,2010 EDITICt1 MAP 2. THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, NATIONAL ELECTRICAL CODE.2010 EDITION OPERATIONS,OR UTILITIES WITHOUT OBTAININGC-AAP CAWG'R'8 PRIORlial AZD � SITE O K APPROVAL AND INSTRUCTIONS IN EACH C^` FLORIDA MECHANICAL CODE,2010 EDITION /� FLORIDA M IS-IWNE CODE,2010 EDITION AAO Fwase, ( )BT FLOOR PLANK 3_ ALL CCNSTRUGf10N AND SERC9ANSI-TIP SHALL CONFORM TO TFL FLORIDA ACCESSIBILITY CODE/ADA-SO,2010 EDITION A4D ,NET SQUARE FOOTAGE'15T FLOOR PLAN 111) REOUIRFPEMTS CF LOCAL CODES. . THE CONTRACTOR'.LI 1 I VISIT THIEE JOB SITE AND BE RESPONSIBLE FOR ALL OTHER RULES,RFra 1 ATIONS AND CODES HAVING JURISDICTION IIIMMINI .1 A5O FEED(FEI�5ED)Z 41)FLOOR FLAN ■ THE VERIFICATION CF ALL ELEVATIONS,CONDITIONS,AND DIMENSIONS INCLUDING BUT NOT NECESSARILY LIMITED TO: Ab0 TET Sale-RE FOOTAGE'ZND FLOOR FLAN PRIOR TO COMMENCING CONSTRUCTION. A'ID PROPOSED(REVISED)EXTERIOR ELEVATIQL SOUTH —CITY CF DELRAY BEACH,PALM BEACH COUNTY-THE STATE CF FLORIDAUM Me PRppp(�ylyED)EXTERIOR ELEVATION; NORTH Y 5. AN CONFLICTS OR OMISSIONS BETILEE2d THE VARIOUS ELEMENTS CF CITY OF DELRAY BEACH ZGT1NCs REGULATIONS FEED(TENSED)EXTERIOR ELEVATION: LEST ILI n THE UI PAIN DRAWINGS,AND/OR GENERAL NOTES SHALL BE BROUGHTJ J CITY CF DELRAY BEACH ADOPTED ORD WANGES A9ID TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY AND BEFORE ADD PROPOSED(REVISED)EXTERIOR ELEVATION: EAST DWINGS.PROCEEDING WITH ANY WORK So RIVOLVED. DO NOT esr'-a v AtlD FAD EXTERIOR ELEVATI Dtf'E'61ER ENCLOSE O DRAWINGS. V ) 6. THE CONTRACT CONTRACTORSLZE a-D COORDINATE AND"FRET WITH ALL BLDG. DESIGN DATA Q SUBCONTRACTORS THE 812E AND LOCATION OF ALL PIPING,DUCTWORK. TRENCHES,SLEEVES,SPECIAL BOLTING FOR ECIIPMENT CONDUITS, ETC. W W/� 1. THE GENERAL CONTRACTOR N.IhI I BE SOLELY RESPONSIBLE FOR rrD Ay,0-CLASSIFICATION., COMMERCIAL OFFICE(CHANGE FRGt I RETAIL) W H ALL MEANS AND METHODS OF CONSTRUCTION. ME Hr3a P1 CONSTRUCTION TYPE TYPE V.PROTECTED NIlt NORIN S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING ALL FINISH ZONING DISTRICT: 085HAD-OLD SCHOOL SQUARE HISTORIC ARTS DISTRICT SUR:ALL P E CLEAN AT COMPLETION CF THE TWE AND SHALL.REMOVE DESIGN WIND LOAD: 1T0 MILES PER HOUR(3 SECOND GUST) W ` ALL FYrES'i MATERIAL AND DEBRIS FRg1 THE JOB REGULAR-Y. — BUILDING HEIGHT LIMITATION. 35 FEET s JOB SITE 1 EA9l1RE7 E?1T9 ARE THE RILL RESPO,L5IBILITY CF THE CONTRACTOR AND/OR BUBCGTITRAGTOR AND MUST BE TA/:ON FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO FABRICATION. _ G 10. THE GENERAL CONTRACTOR RM1A OI 1 I ✓E AESPSIBLE FOR INSTALLING S W B SOLID P.T.BLOCKINGEH51D ALL SHELVING,CABINETS,ETC.OR CO Q EOUIRt'ENT REQUIRING BACKING. IL FINAL INSPECTIONS ARE REQUIRED FOR ALL PEp'7178. SYMBOLS ABBREVIATIONS PROJECT TEAM n F ©E-DETAIL NUMBER r u ,n ,, ARCHITECT. GENERAL CONTRACTORS Z F AL ALUIPLM NMCALE DETAIL REFERENCE: APPIMC (—SHEET NUMBER A Am a. on1ro.LL am met, W ms aI COPE ARLHiTEGTS,PLC hlClll ASSOCIATES.MG O ` m Sa me MILDt, a Mmrree p1C DOC D OP Ong o1NcIM 114 1/2 NE 1ST AVENUE 601 NORTH OCt0sfE55,5111E lag Snap eecauu c a. ol,se SUMwv E--ELEVATION NUMBERc. nor�n OPFGe awoc wTUL DELRAY I•FLORIDA 33444-3113 ODELRAYB'cAG{FLORIDA 33445 a Alan Oo GIMPR ELEVATION REFERENCE: ' �_SHEET NUMBER on mom^ m.. GAIT 1.014 PL. Sun call (5612189-3191 pho (5612216-9640 E aua aU°rT "°TwTOcv eadll copearchltactalrrs saI1cos fax (56UZ65-3586 r ✓ e Mot nMma.r Cl) E (--SECTION NUMBER coir. COMMAL lnl ot`.. n'�'�� TM SECTION RENT-RENGE, g. E--SHEET NUMBER MOPIK �"TGIMMIC Tnt [MART i LANDSCAPE ARCHITECT/ T• MOM. :.::G+ATra ai auwer it/ — oer. OCTAL PA DWLnRFR a RAG. Nom PADUA GEIERAL LANDSCA SIO W - t M Sd5Nr115TSIMESI Q Z G• paI. On �T 6OCA RATC1A,FLORIDA 33481 GM cnACMG RP SrwH arson ratccovo D I( WALL NUMBER d MLaavA o1 no Lain QaG 3O A ,c SOLIDcR N D INTERIOR ELEVATION • © 2 E--INTERIOR ELEV. ca on. a no Samae pho (561)239-3825 PH DMuar NHL Seer etLA 0 O REFERENCE: E--SHEET NUMBER � + Lin a Iowa Roo OGmCR m •TAIL( 3 Debt IMAM] MAT. AMITY MM. .rc. STRUCTURAL ENGINEER' ,,L .O1QASeGJT LNG HOW HO cALYNT ATOM La E — M IMW1 DIUCT. •a.20 1L RA. n ` Met MUMPED w•n •nt emelDUL hIC;CARTHI'!A550CWTE5,INC. ROOM REFERENCE: 11021 (-_ROOT{NUMBER PUDIC a nw 601 NORTH CCWIOF£55 AVE.,SUiTE 106A z° G sca MAP o STUD Ts.. TOLE PM DELRAY SEACH,FLORIDA 33445 IA c R. KanORzI VD rant NO GROOM PT& PO PM TIK WPC T.D. TOM O.OYKT DOOR REFERENCE: O DOOR NUMBER MIX. MAtell DALVAMIP raT'"`i CP O t 0.0 (561)265-646S 0 T,°1,S DIMS 0.TOPL MI Q�1 a Itax (56U 921-0340 SI _ o 0 OTT. nai 'rtr. Tr'rx :-.11CG- Hn MAC MPS ItOK YUMA onae•:ie NOTED Drown MC. Mat=CPC WINDOW REFERENCE: O E--WINDOW NUMBER "` WM KM.tat maw . G'L MECHANICAL/ELECTRICAL/PLUMBING CONSULTANT( 1rua. HA1CJWt x•r. wrna.e RW COPE vlsOICAL Emmet Pro B -H.-�//-'r•�1 Y No. WPM ,"OM`a'aa.or aAiID/ 41M1 METAL DOLMA.e• FAE CONSl1LTPYs,WC. 2oislsHARVEYs i - \T In. �MDc o.Ms,Ga 0ID unb,r p� �/ �,� "_ Srwn•fNr Tic 1M4TBC CLOSET HILLSSOfd71.+i.VD. CAD File No. • NOTE REFERENCE: n(--RCFERENCE NUMBER „'�i OW! LOUppeoLAMOII HFLORIDA 33445 COVER SHEET _ ex MAIM wTn Dote DEC21 2 015 nJA M DECEMBER 21,2015 /� Let i ran •aSm• (561)391-9292 Drawing No. REVISION REFERENCE: /'\ REVISION NUMBER ` n YID ax 156U921-0340 e A I Mn B�'�. POOL MOB'° *. AOM MLIM ��MAL A0 . 0A Mit FINi0ACMMDM DA ETM M PIMP 1a1 10011 • POJO qC MAWR ens. MOLT. oec.Su ( ©�C 1 I 2 I 3 I 4 5 I COPE ARCHITECTS, INC.,201 mme OFO.40.1 nc or_ - of 6 I 7 I 8 I 9 I 10 I 11 I 12 r- ' 13 I 14 I 1 I 2 I 3 1 4 1 5 I 6 I 7 1 8 1 9 1 10 1 11 1 12 I 13 • 14 1 GENERAL NOTES N N ARCHITECTURAL: BUILDING CODE COMPLIANCE: WALL COVERING: L THESE DOCUMENTS INDICATE THE DESIGN INTENT OF THE CONSTRICTION 22. UNLESS OTHERWISE NOTED,WHEN DRAWINGS ARE IN CONFLICT,ENLARuED L THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE W/APPLICABLE I INTERIOR FINISH MATERIALS SHALL COMPLY WITH LOCAL CODES. WHEN PROJECT IN ORDER TO ESTABLISH STANDARDS FOR OJALITY AND/OR PLANS 4 DETAILS SHALL GOVERN. HOWEVER,THE ARCHITECT SHALL MAKE CODES,REGULATONS,LOCAL AUTHORITY REGULATIONS 4 LOCAL CODE REQUIRED BY BUILDING OFFICIAL(S),APPLY FLAME PROOFING TO FABRIC PERFORMANCE. THE FINAL DETERMINATION IN THESE MATTERS. OFFICIAL'S DIRECTIVES. WALL COVERINGS. 2. THE CONTRACTOR SHALL INVESTIGATE THE JOBSITE 4 COMPARE THE CD'S 23. SUBMIT FOR ARCHITECT'S REVIEW ABOVE BUILDING STANDARD SAMPLES 4 2. THE CONTRACTOR SHALL t-'NDVIDE TERMITE PROTECTION AS PER FBC 181611 2. WALL COVERINGS SHALL BE INSTALLED ACCORDING TO MANIFACTURER'S M W/THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS COST, - LITERATURE. SUBMIT FOR ARCHITECT'S CONSIDERATION SAMPLES 4 PRODUCT SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLICATION,INCLUDING M WORK DESCRIBED IN THE CD'S 4 THAT 15 REQUIRED OR REASONABLY IMPLIED LITERATURE 4 OTHER PERTINENT DATA OF ANY PROPOSED SUBSTITUTIONS. ANY TEMPERATURE AND DUST CONTROL. WALL COVERING REQUIRING BACKING SHALL TO ACHIEVE THE DESIGN INTENT OF THE CD'S. THE CONTRACTOR SHALL SUBSTITUTIONS PROPOSED BY THE CONTRACTOR SHALL BE SUBMITTED TO THE PARTITION NOTES: BE 50 APPROVED. APPLY WALL PRIMER PRIOR TO APPLYING ADHESIVE CO NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS 4 ARCHITECT FOR APPROVAL PRIOR TO IMPLEMENTATION. IT 15 THE CONTRACTORS FOLLOWING MANUFACTURER'S INSTRUCTION. ANY NEW UIOR<,OF ANY OMISSIONS IN THE DRAWINGS 4 ANY RESTRICTIONS RESPONSIBILITY TO RESEARCH 4 QUALIFY THAT THE PERFORMANCE 4 L CLEAR DIMENSIONS MUST BE HELD. DIMENSIONS NOTED AS FINISHED FACE. RELATED TO THE EXECUTION OF THE WORK INCLUDING THE COORDINATION W/ CONSTRUCTION SPECIFICATIONS MEET THOSE OF THE ORIGINALLY SPECIFIED ITEM 3. INSTALL SEAMS PLUMS 4 NOT LESS THAN SIX(6)INCHES FROM CORNERS,STRUCTURAL AND MEP RELATED WORK. PRIOE TO SUBMISSION FOR APPROVAL. CONTRACTOR SHALL BE LIABLE FOR 2. DRAWING DIMENSIONS ARE TO THE FACE OF STUD SURFACE UNLESS CLEAR OR HORIZONTAL SEAMS SHALL NOT BE PERMITTED LMDER ANY CIRCUMSTANCES. ILI co _ MATERIALS THAT ARE NOT AVAILABLE DUE TO UNTIMELY ORDERING 4 FOR THE CRITICAL SHALL BE MEASURED FROM FINISH FACE TO FINISH FACE. 3. THE CONTRACTOR SHALL BE REQUIRED TO 1- VIDE A COMPLETE JOB IN COORDINATION OF SUBSTITUTIONS WI OTHER TRADES 4 DISCIPLINES. 4. REMOVE EXCESS ADHESIVE PROMPTLY,REPLACE PANELS US-IICH CANNOT BE Img Ni 3. MAKE NO MECHANICAL ATTACHMENTS TO EXTERIOR BUILDING SURFACES EVERY RESPECT THAT ALLOWS FOR THE FULL USE OF THE COMPLETED COMPLETELY CLEANED. L FACILITY 4 CONSISTENT WI THE DESIGN INTENT OF THE CD'S. THIS SHALL 24. SHOP DRAWINGS(TWO(2)COPIES TO ARCHITECT 4 TWO(2)COPIES TO ENGINEER), WITHOU PRIOR NOTIFICATION AND APPROVAL FROM THE ARCHITECT. - INCLUDE,BUT NOT BE LIMITED TO,COMPLETE UTILITY CONNECTIONS FOR H2O, AS REQUIRED,SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR 5. INSTALLATION OF PATTERNED FABRIC WALL COVERINGS SHALL WE MATCH AT \-/ L SEWER RAIN WATER LEADERS,DRAINS,POWER(W/TRANSFORMING TO ACHIEVE CONSTRICTION SUBMIT FOR ARCHITECT ( VIEW PRIOR TO FABRICATION OR 4. CONSTRICT CEILINGS 4 PARTITIONS PER MANUFACTURER'S RECOMMENDATIONS EDGE TO ADJACENT FABRIC PANEL. , APPROPRIATE 4 NECESSARY VOLTS 4 AMPS),GROUNDS,NATURAL OR LP GAS, PURCHASE. SHOP DRAWINGS OR SAMPLES FOR MILLWOR CUSTOM METALWORK, WITH DEFLECTIONS NOT TO EXCEED V240 OF THE SPAN. PROVIDE FIRE RATINGS G VENTS,VENTILATION,SMOKE EVACUATION,4 BLCY'rING,BRIDGING,STRUCTURAL CUSTOM CASS-GOODS 4 OTHER ITEMS AS REQUIRED BY ARCHITECT FOR ABOVE AS RECJIRED BY CODE-SEE EEC AND LOCAL CODE AMENDMENTS FOR ANY 6. REMOVE SUIITCA PLATES 4 SURFACE MOUNTED FIXTURES TO PERMIT WALL 1�1 SUPPORTS,ETC.TO ALLOW FOR THE COMPLETE 4 WORKING OF NOTED OR - BUILDING STANDARDS ITEMS. SPECIAL FIRE STOPPING REQUIREMENTS. COVERING INSTALLATION 4 RE-INSTALL UPON COMPLETION. v INFERRED EQUIPMENT. 5. INSTALL WOOD BLOCKING AT ANY PARTITION SCHEDULED TO RECEIVE HANGING 25. CHANGES IN THE WORK SHALL ONLY BE ALLOWED W/ONE OF THE FOLLOWING CABINETRY AND/OR SHELVING. 1. WALL COVERINGS SHALL BE FROM CONSISTENT DYE LOTS. 4. REASONABLY INFERRED CONDITIONS NOT OTHERWISE INDICATED IN THESE WRITTEN DIRECTIVES: IJ ARCHITECTS DIRECTIVE FOR MINOR CHANGES IN WORK41111 CPS SHALL SE INTERPRETED AS HAVING THE SAME MEANING AS THOSE MOST 2.)CONSTRUCTION CHANGE DIRECTIVE FROM THE ARCHITECT,OR 3J CHANGE 8. NO SUBSTITUTION OF ANY SPECIFIED WALL COVERINGS OR FINISH MAY BE MADE SIMILARLY DETAILED 4 MORE FULLY DEFINED ELSEWHERE WITHIN THESE ORDER ISSUED BY THE ARCHITECT. CHANGES MUST FOLLOW MODIFICATION 6. INSTALL MOISTURE RESISTANT SUBSTRATE(WATER RESISTANT TYPE GYPSUM WITHOUT PRIOR APPROVAL OF ARCHITECT. IW 1co 1< DOCUMENTS. CONTRACTOR I5 TO NOTIFY THE ARCHITECT IF CLARIFICATIONS PROCEDURES NOTED IN AIA A201-ARTICLE 1. CHANGES REQUIRING A CHANGE BOARD OR CEMENTITIOUS BOARD)WHERE CERAMIC TILE OR STONEWORK I5 K ARE REQUIRED. CONTRACTOR SHALL BE LIABLE IF INAPPROPRIATE INTER- IN COST OR TIME MUST BE EXPLICITLY NOTED AT TIME OF DIP. 11SSION IN FIELD, INDICATED. M PRETATIONS CONFLICT WITH OTHER ELEMENTS OF THE WORK NOTIFICATION OR ARCHITECT OR AT JOB PROGRESS MEETING 4 FOLLOWED UP WITH W N. W 1 INSTALL STEEL FRAMING FOR PARTITIONS TO COMPLY WITH ASTM C-154 4 THE TILE: ��/ TWO(2)WORKING DAYS BY WRITTEN CONFIRMATION IF CHANGE IS AGREED TO 5. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS t DIMENSIONS INDICATED WITHOUT EXPLICIT REFERENCE TO CHANGE IN COST OR TIME,A SUBSEQUENT GYPSUM CONSTRUCTION HANDBOOK WY US.GYPSUI'i,LATEST EDITION. L INSTALL TILE IN ACCORDANCE LW TILE COUNCIL OF AMERICA HANDBOOK FOR ii - W/THE CD'S 4 SHALL NOTIFY THE ARCHITECT OF ANY VARIATION PRIOR TO THE CHANGE ORDER MAY BE JUSTIFIABLY REJECTED. CERAMIC TILE INSTALLATION METHODS. THE PURCHASING OF MATERIALS,FABRICATION OR CONSTRUCTION. THE 8. INSTALL 4 FINISH GYPSUM BOARD TO COMPLY W/ASTM C-840,GA-216 SY CONTRACTOR SHALL BE LIABLE FOR RESTOCKING CHARGES,REPLACEMENT 26. PERFORM WORK 4 INSTALL MATERIALS IN STRICT/,C4--0RDANCE W/MANFACTURER'S GYPSUM A`,AV'IATION 4 GYPSUM CONSTRUCTION HANDBOOK BY US.GYPSUM, 2, CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE SUBSTRATE(I.E.COSTS 4 FOR DELAYS IF HE FAILS TO COMPLY W/THIS PROVISION SPECIFICATIONS 4 INSTRUCTIONS 4 IN A MAMER CONSISTENT LW INDUSTRY LATEST EDITION. PREPARE SURFACE AS REQUIRED FOR FINAL SURFACE FINISH MOISTURE RESISTANT GYPSUM BOARD,'WOtJDERBOAR'�',ETC). STANDARDS FOR UIORAMANSHIP. AS RECOMMENDED BY GYPS M CONSTRUCTION HADDOOK lin w 6. THE GENERAL.SHALL CONTRACTOR,UPON AWARDING COCT T OTS TO A L TELEPHONE/DATA/ELECTRICAL NOTES: Z J CONTRACTORS,SHALL SUBMIT TO THE APrHITEC7 4 THE OWNER A LIST OF 21, GYPSUM 4 METAL STUD CONSTRUCTION SHALL BE DONE IN Arrr7RDANCE I S. PROVIDE FREE RESISTANCE RATED PARTITION ASSEMBLIES IDENTICAL TO UL. ITEMS 4 THEIR DELIVERY SCHEDULES. THE CONTRACTOR PRIOR TO ORDERING RECOMMENDATIONS 4 INSTRUCTIONS PUBLISHED BY US.GYPSUM COMPANY- DESIGNATIONS(UNDERWRITERS I A9ORATORY)SHOWIN IN THE FIRE RESISTANCE O - AN ITEM,SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT 4 OWNER GYPSUM CONSTRUCTION HANDBOOK-LATEST EDITION. CONSTRICTION JOINTS MUST DIRECTORY OR LISTED BY OTHER TESTING AGENCIES ACCEPTABLE TO L WORK SHALL WE IN ACCORDANCE W/APPLICABLE NATIONAL,STATE AND OF ANY ITEM WATCH MAY CAUSE THE PROJECT TO BE DELAYED DUE TO LONG OCCUR AT A MAXIMUM OF 25 FT.ON UNDERSIDE OF ROOF DECK AUTHORITIES HAVING JURISDICTION. LOCAL ELECTRICAL CODES. LEAD TIME IN OBTAINING. 28. FINISH CARPENTRY 4 MILLWORK SHALL BE DONE IN ACCORDANCE Ul/THE RI/ 2. IN M/E/P DESIGN-BUILD PROJECTS,MECHANICAL 1 ELECTRICAL ENGINEERING ■-■ 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACHIEVING SUBSTANTIAL AP'AITECTURAL WOODWORKS INSTITUTE(AWN)STANDARDS FOR SELECTION LF MILLWORK NOTES: DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW 4 APPROVAL PRIOR W COMPLETION REGARDLESS OF DELIVERY DATES FOR MATERIALS 1 EQUIPIMT. MATERIALS,HARDWARE,FABRICATION,WORKMANSHIP 4 FINISHING. L MILLWORK 4 CASEWORK SHALL COMPLY W/ARCHITECTURAL WOODWORK TO START OF CONSTRUCTION. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY y� 8. THE ARCHITECT HAS NOT CONDUL.IED NOR INTENDS TO CONDUCT ANY QUALITY STANDARDS,GUIDE SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM, FOR COORDINATING VARIOUS TRADES. CONTRACTOR SHALL CONTROL INSTALL- H25. EXAMINE SURFACES TO DETERMINE THAT THEY ARE SOUND,DRY,CLEAN 4 READY LATEST EDITION,CUSTOM GRADE UNLESS OTHERWISE NOTED. ATION SEQUENCE OF VARIOUS ITEMS TO ACCOMMODATE DIMENSIONAL REQUIRE- INVESTIGATION AS TO THE T`RCSENCE OF HAZARDOUS MATERIALS,INCLUDING TO RECEIVE FINISHES OR MILLWORK PRIOR TO INSTALLATION. START OF H ASPESTOS,WITHIN THE CONFINES OF THIS PROJECT. THE ARCHITECT ACCEPTS INSTALLATION SHALL IMPLY ACCEPTANCE OF SUBSTRATE t SHALL NOT BE MENTS OF TOTAL ASSEMBLY INCLUDING MECHANICAL,ELECTRICAL,PLUMBING,FIRE at NO RESPONSIBILITY FOR THE IDENTIFICATION,THE REMOVAL OR ANY EFFECTS 2. INSTALL FIRE RETARDANT TREATED WOOD PRODUCTS WHERE REQUIRED TO ALARM.DATA,TELEPHONE,SPRINKLER PIPING AND ANY 4 ALL EQUIPMENT. GROUNDS FOR CLAIMS AGAINST IMPROPER PERFORMANCE OF INSTALLED MATERIAL. FROM THE I t i_SENCE OF THESE MATERIALS. ADVISE ARCHITECT OF ANY EXISTING CONSTRUCTION NOT LEVEL-SMOOTH 4 COMPLY WITH THE BUILDING CODE. 3. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL,MECHANICAL,ELECTRICAL 4 PLOTS- WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRICTION. PLUMBING ENGINEERS OR ANY OTHER CONSULTANTS DRAWINGS SHALL BE 9. THE CONTRACTOR SHALL ISSUE COMPLETE SETS OF CD'S TO EACH OF THE 3. COORDINATE INSTALLATION OF ALL IN-WALL STEEL ANCHORAGE,GROUNDS,/ Cr.MINIO SUB-CONTRACTORS FOR COORDINATION OF THEIR WORK AND DESCRIPTION OFMISCELLANEOUS BLOCKING 1U/OTHER TRADES FOR PRECISE LOCATION. BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. WORK iTi 30. INSTALL 4 MAINTAIN NECESSARY COVERINGS,PROTECTIVE ENCLOSURES, • SCOPE. INSTALLED IN CONFLICT W/THE ARCHITECT'S DRAWINGS OR CREATING CONFLICTS TEMPORARY DOORS 1 PARTITIONS 4 DUST BARRIERS TO PROTECT OCCUPANTS 4. THE MILLWORK CONTRACTOR SHALL OBTAIN 4 VERIFY FIELD MEASUi MENTS DUE TO INS W R rICIENT COORDINATION OF WORK SHALL WE COREECTED BY THE 4 EXISTING W10RK 4 FINISHES TO REMAIN. REPAIR 4 REPLACE ANY DAMAGESCONTRACTOR s THE CONTRACTORS EXPENSE 4 SHALL NOT IMPACT THE SCHEDULE. III 10. THE CONTRACTOR SHALL APPLY FOR OBTAIN/PAY FOR PERMITS,FEES, CAUSED BY INPROPER PROTECTION AT NO ADDITIONAL CHARGE TO OWNER /CONDITIONS A rEC71NG HIS WORK 4 SHALL BE RESPONSIBLE FOR DETAILS 4 W■-■ G INSPECTIONS 4 APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION THE CONTRACTOR SHALL WE RESPONSIBLE FOR ANT 4 ALL DAMAGE WHICH MAY DIMENSIONS ASSURING PRECISION 4 PROPER ASSEMBLY OF HIS PRODUCTS. OVER THE PROJECT. CONTRACTOR 15 TO PROVIDE COPIES OF TRANSACTIONS OCCUR DURING EITHER THE DEMOLITION OR CONSTRUCTION PHASE TO THE 4. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING 4 SPECIFICATIONS. MECHANICAL 13TO OWNER NOTIFY ARCHITECT OF ANY VARIANCE W/CODES IN FORCE 4 ELECTRICAL ENGINEERS DRAWINGS DO NOT SPECIFY OCCUR LOCATIONS OF FIXTURES, CONTACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE W/THE REGULATIONS EXISTING BUILDING. CONTRACTOR SHALLACCOMMODATIONAIR SAME IMMEDIATELY TO MATCH 5. COORDINATE ITEMS TO INSURE DELIVERY TO THE PROPER LOCATION 1 OUTLETS,OR EQUIPMENT-REFER TO AI HITECT'S DRAWINGS. OF ANY 4 ALL PUBLIC AUTHORITIES(FEDERAL,STATE 4 LOCAL)HAVING ADJACENT SURFACES IN GOOD CONDITION. VERIFY PHYSICAL ACCOMMODATION WITHIN THE CONFINES OF THE PROJECT - JURISDICTION OVER THE PROJECT. EL WORK DAMAGED DURING CONSTRICTION OR NOT CONFORMING TO SPECIFIED A''`REQUIRED (11111) 5. SEPARATE JUNCTION BOXES BY AT LEAST ONE(I)STUD WHERE TELEPHONE 4 -In STANDARD TOLERANCES OR MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION ELECTRICAL OUTLETS APPEAR BACK-TO-BACK OR SIDE-BY-SIDE. W IL PROVIDE 1 PAY FOR ANY AND ALL MATERIALS,LABOR EQUIPMENT,TOOLS, SHALL WE REPLACED AT NO ADDITIONAL COST TO THE OIWER 6. SET WORE PLUMB,LEVEL 4 SQUARE,IN SCRIBED TIGHTLY 4 ANON RATELY DRAWINGST ADJ'T. SURFACES,SECURELY ANCHORED POSITION INDICATED ON TO OUTLETS,SWITCHES 4 JUNCTION BOXES LOCATED IN ACOUSTICAL PARTITIONS CONSTRUCTION EQUIPMENT,WAREHOUSING,TRANSPORTATION 4 DELIVERY COSTS, HIGHEST QUALITY STANDARDS. 6. RECEIVE EQUIVALENT INSULATION BEHIND BOXES. 11 M O Z HOISTING,REMOVAL OF TRASH/DEBRIS,4 OTHER FACILITIES 4 SERVICES 32. MAINTAIN EXIT,EXIT LIGHTING,FIRE PROTECTIVE DEVICES 4 LIFE SAFETY SYSTEMS SHALL F - NECESSARY FOR THE EXECUTION 4 COMPLETION OF THE LOW_ IN WORKING ORDER F 1. LAMINATE EDGES OF COUNTERTOPS 4 EDGES OF DOORS PRIOR TO FACING 1. WHERE WALL MOUNTED OUTLETS ARE INDICATED SIDE-BY-SIDE,THE MAXIMUM W 12. UJORUC SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHER- 33. EXIT DOORS.EGRESS DOORS 1 OTHER DOORS REQUIRED FOR MEANS OF EGRESS COUNTERTOPS OR DOORS. SEPARATION SHALL HE SIX(6)INC W INCHES,CENTERLINE TO CENTERLINE, AN_ 0 WISE NOTED. REFERENCES TO THE CONTRACTOR SHALL INCLUDE THE GENERAL SHAL WE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOW- CONTRACTOR AND SUB-CONTRACTORS. LP,E OR EFFORT. 8. COORDINATE Fxdr7 PLACEMENT OF PLUMBING 4 ELECTRICAL FIXTURES, 8. GANG ELECTRICAL OUTLETS 1 SWITCHES UNEEE POSSIBLE. - SWITCHES 4 OUTLETS TO BE INSTALLED WITHIN THE MILLWORK. 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 4 HAVING CONTROL 34. VERIFY KEYING REQUIREMENTS OF ALL NEW LOCKS WITH OWNER 5. WALL MOUNTED ELECTRICAL,TELEPHONE 4 DATA OUTLETS SHALL BE INSTALLED i OVER CONSTRUCTION MEANS,TECHNIQUES,SEQUENCES 4 PROCEDURES 1 FOR 5. REPAIR REPI drE OR OTHERWISE MAKE GOOD TO SATISFACTION OF ARCHITECT AT EIGHTEEN(18)INCHES ABOVE FINISHED FLOORS,UNLESS NOTED OTHERWISE. COORDINATING PORTIONS OF THE WORK REQUIRED BY THE CD'S. 35. 24 HOURS PRIOR TO OCCUPANCY OF ANY PHASE,THOROUGHLY CLEAN SURFACES DAMAGE INCURRED TO MILLWORK DURING CONSTRUCTION. OF DUST,DEBRI,LOOSE CONSTRUCTION MATERIAL 4 EQUIPMENT. VACUUM OR MOP 10. INSTALL LIGHT SWITCHES AT FOURTY-11110(42)INCHES APF.4 WITHIN EIGHT(8)INCHES E 14. THE ARCHITECT 4 OWNER SHALL NOT BE RESPONSIBLE FOR THE ERRORS, FLOORS 4 CLEAN WINDOWS. THE CONTRACTOR AT THE COMPLETION OF THE IS. ADJUST DOORS,DRAINERS/HARDWARE FOR PROPER OPERATION/CLEAN OF DOOR FRAME,LIND_ FOLLOW ADA REGULATIONS IN PUBLIC CIRCUMSTANCES. CO E OMISSIONS OR DELAYS RESULTING FROM THE CONTRACTOR'S PERFORMANCE WILDING. PROJECT,SHALL CLEAN THE ENTIRE AND LEAVE IT IN ACCEPTABLE SURFACES.INSIDE 4 OUT. CONDITION. IL THERMOSTATS SHALL BE INSTALLED AT SIXTY(60)INCHES OFF.ADJACENT TO r 15. THE CONTRACTOR SHALL HE RESPONSIBLE FOR ACTS 4 OMISSIONS OF THE IL COMPLY W/MILLWORK MANUFACTURERS 4 INSTALLERS RECOMMENDED OPTIMUM LIGHT SWITCHES,UNLESS NOTED OTHERWISE. CONTRACTOR'S EMPLOYEES,SUB-CONTRACTORS 4 THEIR AGENTS 4 36. SUBSTANTIAL COMPLETION SHALL BE THE DATE ON WHICH THE PREMISES ARE TEMPERATURE 4 HUMIDITY CONDITIONS FOR STORAGE 4 INSTALLATION OF WORK EMPLOYEES 4 ANT OTHER PERSONS PERFORMING ANY OF THE WORK UNDER AVAILABLE FOR OCCUPANCY FROM THE CONTRACTOR 4 SHALL BE AS DEFINED 12. INCANDESCENT LIGHT FIXTURES ARE TO BE ON DIMMERS,LINO_ W - A CONTRACT WITH THE CONTRACTOR IN AIA DOCUMENT A2BI ADDITIONAL TOUCH-UP OR MINOR INSTALLATION WORK 12. COMPLY W/ARCHITECTURAL WOODWORK QUALITY STANDARDS,GUIDE Q MAY BE INCOMPLETE SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM,SECTION 1500 FACTOR 13. WHERE LIGHTS LIGHTS 4 SWITCHES ARE NOT NOTED W/A LOWER CASE LEI ItR Z 16. OTHER CONTRACTORS t THEIR F119 -CONTRACTORS MAY BE WORKING ON THE FINISHING SYSTEMS FOR FINISHES NOTED. DESIGNATION,THE SWITCHES ARE TO HE CONNECTED ONLY TO THOSE LIGHT PREMISES SIMULTANEOUS WITH THE DURATION OF THIS CONTRACT" NO ACTION 31. WARRANT TO THE OWNER THAT ALL MATERIALS 4 EQUIPMENT FURNISHED 4 FIXTURES WITHIN THAT SPECIFIC ROOM. D SHALL BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANY SUB- INSTALLED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED, FINISH NOTES: N D CONTRACTOR TO IMPEDE THE ACCESS OR OPERATION OF ANY OTHER 4 WORK SHALL BE OF GOOD QUALITY,FREE FROM FAULTS 4 DEFECTS 4 CONFORMS 14. FLOOR MOUNTED OUTLETS ARE DIMENSIONED FROM THE CENTERLINE OF THE DAMAGE,CORRECT COLOR INSPECT MATERIALS FOR DE CONTRACTOR ON THE PR CTS,FI ACO ISE5,EITHER UNION OR NON-UNION .N WITH THE CONTRACT DOCUMENTS. I. I-c PI,SHIPPINGOUTLET TO THE FINISHED FACE OF THE PARTITION AND/OR COLUMN,UNLESS il. WORK SHALL BE DONE DURING NORMAL WORKING HOURS. CONTRACTOR SHALL4 PATTER,INFORM ARCHITECT OF ANY DEFECTIVE MATERIALS 1 COORDINATE NOTED OTHERWISE. 0 38. FORA PERIOD OF ONE(U YEAR BEGINNING AT THE DATE OF SUBSTANTIAL W/THE MANUFACTURER FOR AO-ORATE SHIPPING DATES FOR THE REPLACEMENT - SCHEDULE 4 PERFORM 50 AS NOT TO UNREASONABLY DISTURB ANY COMPLETION,CONTRACTOR SHALL PROMPLY CORRECT WORK FOUND NOT TO BE MATERIAL. 15. ELECTRICAL ITEMS INDICATED IN OR ON CABINETRY SHALL BE SUPPLIED, NEIGHBORS 4 SHALL HE RESPONSIBLE FOR ANT OVERTIME COSTS INCURRED IN ACCORDANCE WI THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BEAR INSTALLED 4 COORDINATED BY THE CONTRACTOR THEREBY. ALL COSTS OF CORRECTIONS. 2. FLOOR COVERINGS SHALL HE REPAIRED IN RENOVATION WORK TO MATCH I8. 'I IC CONTRACTOR CI b,LL GOOT�DI11.4TC 4 WORK.W/BALDING.O,:.tN:.R h"16ARD- 35 AinIdMENT&IR r F4F5 Fi OD COVEWNNr,9 IN 4-1H 1 05ET5 5d1 I r-,ATru eO 1ArENT 16. ELECTRICAL SUB-CONTRACTOR SHALL MAKE FINAL CONNECTIONS FOR ALL Fl DOR INS HEAT, , , . uNLtSS UIHCIC'UISW NOIED,FASTENERS 4 ATTACHMENTS SHALL BE FULLY SURFACES. FLOOR COVERING IN CLOSETS SHALL MATCH ADJACENT ROOM OR WALL OUTLETS TO FURNITURE SYSTEM POWER POLES(WHERE APPLICABLE) WATER ELECTRICITY,DELIVERIES C ACCESS ELEVATOR AVAIL- CONCFAI FD FROM VIEW. UNLESS NOTED OTHERWISE" FOLLOWING MANUFACTURER'S STANDARDS FOR INSTALLATION AND APPLICABLE C ABILITY,STAGING,NOISE CONTROL,TRASH 4 DEBRIS REMOVAL,HOISTING, CODES. t ANY OTHER UTILITIES OR OWNER'S RULES t REGULATIONS CONCERNING THE 40. THE ARCHITECT'S SEAL AFFIXED TO THESE CONTRACT DOCUMENTS,SHALL 3. CONTRACTOR WILL BE RESPONSIBLE FOR PROVING AN APPROPRIATELY a PROJECT SITE. CONTRACTOR SHALL COORDINATE USE OF RESTROOM U.L 'n FACILITIES FOR HIS EMPLOYEES WITH THE OWNER CERTIFY TO THE BEST OF OUR KNOEDC-c,THAT THESE DRAWINGS MEET THE LEVEL 4 SMOOTH CONCRETE OR OTHER SUBSTRATE TO T-EET THE CARPET(IF 11. PHONE 4 DATA OUTLETS SHALL BE SINGLE OUTLET BOX Ul/PALL STRING 4 RING D n APPLICABLE STATE t LOCAL CODES. IF ANY PORTION OF THESE DOCUMENTS IS CARPET IT USED)MEETING INDUSTRY STANDARDS PRIOR TO INSTALLATION. FOR WIRING. WIRING OR CABLING SHALL BE BY OTHERS WINLESS NOTED OTHERWISE - 3 0 - FOUND TO BE IN CONFLICT W/STATE OR LOCAL CODES,THE ARCHITECT SHALL in - IS. THE CONTRACTOR SHALL PROCURE MATERIALS 50 AS NOT TO DELAY HE NOTIFIED IN WRITING BY THE CONTRACTOR 4. CARPET,IF USED,SHALL BE INSTALLED IN THE SAME DIRECTION. SEAM 18. THE SIZE OF NEW TELEPHONE 4 DATA LINE CONDUITS SHALL BE AS PER r`� SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL NOTIFY ARCHITECT CARPET AT DOORS AND ON CENTERLINE OF DOORS,TYPICAL. SUPPLIER'S SPECIFICATIONS, VERIFY REQUIREMENTS WI OWNER Drawn WITHIN FIVE(5)DAYS OF EXECUTION OF CONTRACT OF ANT MATERIAL 41. CONTRACTOR SHALL BE RESPONSIBLE IN PROVIDING THE OWNER A COMPLETE RW COPE DELIVERY WHICH COULD DELAY COMPLETION OF THE CONTRACT. SET OF'AS-BUILT'OR'RECORD'DOCUMENTS. PAINTED SURFACES: IS. INSTALL BUILDING STANDARD COVER PLATES FOR OUTLETS 4 SWITCHES. Project No. B 20. COORDINATE SCHEDULING,PROVISIONS FOR INSTALLATION,LOCATIONS,1 42. PROVISIONS OF THE AIA A201-GENERAL CONDITIONS,APPLY TO THIS CONTRACT2015.15tUARVEYS B INSTALLATION OF ITEMS FURNISHED BY THE OWNER 4 BY OTHERS,FOR THE I. PAINTED FINISH METAL/WOOD TRIM SHALL BE SEMI-GLOSS ALKYD ENAMEL, 20. EXHAUST FANS I WE SILENT RUNNING/SHALL HAVE A MINIMUM EIGHT(8)FOOT Cpp Fle No.BY K CE UNLESS SPECIFICALLY MODIFIED IN WRITING BY THE OWNER OR LONG DUCT BETWEEN THE RETURN AIR GRILLE 4 FAN MOTOR DUCT SHALL BE PURPOSES OF THIS CONTRACT. THE FOLLOWING ABBREVIATIONS APPLY, ARCHITECT. COLOR TO MATCH ADJACENT Hui I UNLESS NOTED OTHERWISE. OTHER SURFACES LINED W/ONE(U INCH MN.THICK FIBERGLASS LINER DO NOT LOCATE FAN MOTOR SPEC SHEET OF-OI•OWNER FURNISHED t OWNER INSTALLED,OF-CI•OWNER FURNISHED SHALL BE LATEX,FLAT FINISH. PAINTED FINISHES WITHIN BATHROOMS t KITCHEN/ ABOVE CEILING OF ROOM SERVED SY FAN-LOCATE MOTOR ABOVE CORRIDOR Date 4 CONTRACTOR INSTALLED,CF-CI=CONTRACTOR FURNISHED t CONTRACTOR GALLEYS/PANTRY SHALL BE SEMI-GLOSS ALKYD ENAMEL. OR OPEN AREA CEILING. PROVIDE SPARS PROOF MOTORS OR EXPLOSION PROOF DECEMBER 21,2015 INSTALLED,AND C=-OI=CONTRACTOR FURNISHED t OWNER INSTALLED. 2. PREPARE FOR 4 APPLY PAINT IN ACCORDANCE W/THE MANUFACTURER'S SPECS. MOTORS FOR LOCATIONS INVOLVING FLAMABLE MATERIALS(ONLY IF APPLICABLE) Drawing No. • 2L THE CONTRACTOR SHALL COORDINATE 4 WORK WI TRADES ON THE PROJECT FOR THE PARTICULAR SURFACE,ONE(I)COAT PRIME t TWO(2)FINISH COATS 21. ACCESS PANELS AS REQUIRED SHALL BE INSTALLED FLUSH W/CEILING 1 FINISHED UND ER DER CONTRACT W/THE CONTRACTOR(IE.TELEPHONE,DATA LINES, MINIMUM APPLICATION. FOLLOW INDUSTRY STANDARDS FOR SURFACE PREPARATION TO MATCH THE ADJACENT GEING FINISH. LOCATIONS OF ACCESS PANELS ARE TO FIRE ALARM,ETC.). ANT CHANGES OR DELAYS ARISING FROM CONFLICTS t APPLICATION ENVIRONMENT(TEMPERATURE 4 HUMIDITY). BE REVIEUF_D WITH THE ARCHITECT PRIOR TO INSTALLATION. . O A A BETILcEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER © COPE ARCHITECTS,INC.,2015 1 2 t 3 4 5 I "" ,•�.p.oa.... .ma _ of 6 I 7 I 8 9 I 10 I 11 I 12 13 I 14 | ' / . ' � —003-6 90* 0 91 0150 .03 0010 IN DOW GE WPM 0012 (33 0012 CIO 0041 0041) 5(97 0041- 0- 0042 0121 STOR 0142 0142, 14.0010 TRA 0152 0152 DEb TO CITY OF'DELRAY BEACH NW I St St NE IstSt 3070 UT 0000 SWINTON CONDO 000-0010 0010 � PP,R K I. 60 0010 3010 0000 PAR 0161 0011* K2 K2. 0041 r -------- -- - -- ' -------�---'--- ---- -------------------- ......... r---- .... —..... -----------�------'-------'---- ---- � 8o[yR� Nihdd� CFA Location: Downtown � . . � � � Palm Beach County o 37.5 rs 150 za mm ' y i Property Appraiser �r���c�s�peet �= ___` _- '___ ,Map Scale �� � � � d Parcels [_!1� ��3OU w� 5OO � � Notea � r--- Others [---:200 `400 pmdouod_on: 120/201s [. ' - . - . BEARINGS GS SHOWN HEREON ARE RELATIVE TO PLAT 1 / AND ARE ASSUMED. . - THE SOUTH 11.5 FEET OF LOT 15 AND ALL OF LOT 16,LESS SG L`L E ; a a = 2Or ELEVATIONS SHOWN FIEREONARE BASED Olt! HOWEVER THE EAST S PERT OF SAD)LOTS,ALL IN BLOCK 67 - UNLESS O GEODETIC RWISE VERTICAL DATUM OF 1928 TOWN { LINTON NOW � UNLESS OTHERWISE NOTED. �[ r'U k+9 /4"i.r , — ALLEY Fou/ro 3�4-"f P. • l U 1�1,,'U/�, �R.�?71 r_ ` - ` ^ • • • • _ - , • UNl✓UM El2L' : t NO BELOW GROUND IMPROVEMENTS,FOOTER'S, KNOWN /� THE CITY # �'• - 88.©( ' : • - • •. •• - / 1 FOUNDATIONS OR THIS SURVEY. HAVE BEEN LOCATED 1Z- " : u� • BEACH f -. ' According to the pint recorded in Plat Book 1,Page 3, recorded in the publicfJ• • . , . '. 76,$r - • :.`:a 1 -0.1 r . - records of_Palm Beads Conetyy Florida;said&rxidsitarate,-lying, awl bringin • J V�rY Palm Beach County• ,Florida. r: ' �� MEdf�D�f�I i � a�`NrgrL FEN% r • '• ..t .. ; E, . - ._ t .-- 2 - > •t MilliiikillaRilliq srilmt I Inw .-',-. 11. • IiLhIPIIF4— . 1 --fini litmillirt' 111111144 W 5To I FZ. • . . 67 - . b 1�� �: $ � Not to Scale 9•' " t .t Ck. ��-3-• ='� 24 6111431:151 I kill SE ,..%„ tn -N• ; LOW GROUND IMPROVEMENTS,FOOTERS, :; �— .._ .-i �; :.: X. �ficiriliy m� hl - , -----.-- I 1 1 . . BLOCK 67 : . • i ' N!!INI--1 a i_iMINVIIIII‘Ilt F'S 1 4•S o' �•� �-r i.- 4' • DATIONS OR UTILITIES HAVE BEEN LOCATED • ,. : - •_g - c � .I Q>✓ ` \.\ - .C� 34-' •" •V/N Ohl THIS SURVEY_ 3- -. � �.. I - 3; t '-t:' _!._.;c Map ~ _ _ .- �� \ • \-' • ' 4 I C.P.=pennananent control point PK=pit nail P,C,P.=permanent control point CM=,concrete monument W iai■est�l i c- ? t7 F ly h M>: _ r �1 Ian.=transformer pad P=plat PK= right-of-way 12f=power pole M=measured 2 I ' NUMB �,. ;ZE2 f rJ r t�f G \ Is ' ti 1 .=iron rod R=radius A =central angle P.O.B.=point of beginning UfE=utility easement • pjRrGfc • , 1 .=iron pipe L=arc length CL=centerline P.C.=point of curvature . e=bearing basis line �� ©vge� \ r f.4 ph=asphalt Esmt=easement Cone=concrete P.O.C.=point of commencement O/S=offset L J r 3`1.0" :7.6' �,2 t 'Q; =radius point Typ.=typical P.I.=point of intersection WPF=wood privacy fence CL==chain link fence . • ' : T.=point of tangency P.R.C.=point of reverse curve E. P.R.M.=permanent reference monument DIE=drainage easement . 1 Z Gertilied To: � Renner, Burgess, Inc. . t. M P,R I GF- �,l �` 'r �—:0,?' j �_� 1 S.E.4th Ave.,Suite 205 OLD SCHOOL OFFICE SUITES,LLC • ��} Q', • ' 0.,; Delray Beach, FL 33483 c%� t ,; '• 4. ;; a II --- Phone 561-243-4624 CORBIN&ASSOCIATES,P.A. - 1C 0/ d l'I i •• W. 4 Fax 243-456g OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY 88.00r _ __ - If Sur-d eys 1 . 0+ DJ,�'+2 X-GU r �DUhi.2/lr'i;lt 1 1�1 - --/ 111 0.2' !1Ji v tV/4 i.f_ r1/.41- (OIVNL 1/,E.C4 -f) - ' Auihorlxallon Numb,tr L136504 Flood Zone: • X" • N ( Map No: f 2rj t 0 2 0004 7 _ I hereby certify that the Sketch of Boundary Survey shown hereon meets the minimum — — technical standards eel forth in Chapter filG17.E.Florida Administrative Code pursuant to Map ate: -rj-89. Section 472027,Florida Statutes. Unless otherwise noted elevations shown hereon are Not Valid unless ` 1� N.E.2 � ,A E baked an tha National Geodetic Vertical Datum of 1929,and hearings are based on plat. Date: I-'L$- I S sealed with embossed _ i 11 ± 1i 1�-i 1 i1 Job No: —f Fj_0 g-'j surveyor's seal �' V 2 '' - I-parry 1,Burgess .• i P.L.S.No.5089 Revised: 1r 1 1 I 2 1 3 I 4 I 5 I I I=ROJECT DATA: EXISTING FP&L POWER POLE TO REMAIN(NEW SERVICE BURIED UNDERGROUNDIIN PRIOR PHASE) 2'ALLEY DEDICATION TO THE CITY IF DELRAY BEACH Q N N PROPOSED TOTAL GROUND FLOOR AREA- .-2,34200 SO.FT..-2L5%OF SITE PARING 4 PAVED AREAS- .-4,14300 SO.FT. .-38%OF SITE OPEN LANDSCAPED SPACE- .-44,421.00 50.FL-405%OF SITE WATER BODIES(POOL)- .-0 50•FT. .-m%OF SITE I �•., J-_-_-_ TOTALS .-10,9120050.FT. Lm%OF SITE -_-_ _-_-_-_-_-_ _-_ -_� _{. _ALL_E ._-=-_- I �_-_-_-___-_-_-_-_-_.+_-_-___-_-__ - (+-12'OF PAVING&18'R.O,W.) I 1 L PAWING DATA: r - - - - REG211f�D PROVIDF3J i 1 ---- --- --------- •�- � -to 055HAD-COrIIERCIAL CrICE USE; Kt-- 7 _ le`1 // /b��///-///�%/4'%/////G'i �----- ------------ I n o PROPERTY LINE 88.00` /'� W M ONE(U 300 NET SQJARE FEET ELEVEN(III #1 b• 1 - EXISTING CONCRETE DUMP ER PAD TO REMAIN-SAWCUT WEST EDGE TO ALGN 'Q-H NEW PROPERTY LINE (GRAND TOTAL CF 2360 NET SQUAC¢FEET) ONE(U ADA HANDICAP 1I MO EXISTING STEEL'PO D GATES IN THEIR ENTIRETY _ TOTALS: THEREFORE 2360 Div.300•156 OR 8 STALLS FOUR(4)COMP,AC7 I - I C�tr �� _! , .' i B)1ILD NEW DUMPSfER ENCLOS ON REMAINING CONCRETE SLAB I SIX(STANDARD) -._- -_-_ -_-1 �L/ _ , • __ _-_-_.-__- _-_-_-_-_ __ • DE YARD BUILDING SETBACK /// / - LEGAL DESCRIPTION: -.--- _ '- - --'_- ._.,1 a r-- - - - -_-_-__ - - 1= - _- (AS PROVIDED BY THE<DINER) 0#2 I / \ 41 ./ I ENHANCE EXISTING SW ALE::+-16'-6'WIDE BY+-34'-4'LONG I ._ 1� "74'' \ ..p'.p' (dEEPEN TO SATISFY MIN.RUNOFF REQUIREMENT 3) L SITE DATA: (APPROX. 10,912.00 SQ.FT.OR +- 025 ACRES) I -- - - -I'- I \ Ir------- ? ( <\CSNV,EFriANF(1J EXISTING PARKING STALL FROM STANDARD TO CCPMPACT L #3 I 3FB J 1 -�'(5AW IX N_O AERHALTTO CREATE ADDITIONAL OPEN AREA) I ZONED: OSSHAD (OLD SCHOOL SQUARE HISTORIC ARTS DISTRICT') e 4 O II� m! I I/' \.\ .�/-' ,.-` ; - DRAINAGE PROPOSED USE: COMMERCIAL OFFICE BUILDING II a �1 i _ • c'�'� i [° lt, C y1 No DECORATIVE L4HT PDLE$3QREM!)IN,.TYPICAL OF TWO O(� {• .., CALCULATIONS: EXISTING DECORATIVE LIGHT POLES TO REMAIN,TYPICAL OF TWO(2) - -- - - 1n. a 1 c ` REP N TLyO(2)EYy�1hNG CONDENSING UNITS RESTRIPE EXISTING PARKING LOT AS SHOWN AND TO CITY OF DELRAY B4ACH STANDARDS c �/� - K TOTAL SITE AREA 105[2.00 50.FT. I •may- --� I " ,<\� _AFsy,•�'Y3\Mm jO SCipPORT PROPOSED EXPANSION I - K IMPERv101.5 AREA: 4,62630 SO FT. OR 15% EXISTING CONCRETE CURB TO REMAIN- - • • �r�- �^i�' PERVIt7U5 AREA: IS42I0 50.FT. OR 25% �--._ /`� �C r �-L . .4 ":�I� / /' /r. C;\ \.STORAGE RQUIREMENT•I5T INCH OF RUNOFF . EXISTING 6'WIDE CONCRETE WALKWAYTO REMAIN // `l -�1-� •..•• 1Q: ,, . I '\, 1 / 1\ /-;I - VOLITIE OF STORAGE REQUIRED•C X I X A EXISTING CONCRETE HEADERICUES TO REMAIN ( o� s ����� A.„_-/✓,-,.�~. . ( I L L I- ,' ' W - Uk;ERE C•(%IMPERVIOUS X 05)•(%PERVIOUS X 0.3) \ -.'• V� ''iy;1-'' W C•(O.15 X m.9).l0]5 X m3)•0]5 EXISTING ADA ACCESSIBLE WATWAY TO REMAIN _,_1 -rttz: ,/� / 'P/�� 'i//�s I I 1- I•RAINFALL INTENSITY•1 INCH/12=00833' I _ / // v�i�ii��� C n A•AREA•10,51200 50.FT. G P/aau -E�CISfWG GRAIN-INK FE CE TO REMAIN,TYPICAL E)OSTING ALUMINUM STAIR TO REMAIN ?l auci/ 'ct 'J TT;`F 02�,REWIRED VOLLTE•0.15 X mE833 X 6,165.4=555 CUBIC FEET I /f �c� _I 3-..Ile �4� � -4. I W M ,JEXISTING BRICK PAVER WALKWAY REMAINTHE PROPOSED 5'D.X 10.41'W X 65'L.`+ILA,F'A'ALONG THE SOUTH PROPERTY LINE SHALL DRAW I `\ J7 .-• /� I U to ATTTOOX 252 C UDIC FEET OF WATER- I :+;xxsaeK ER L - /�: I I 1--4 (LI THE PROPOSED 6'D.X 1038'W X 20'L`,"ALE'H'ALONG THE EAST PROPERTY LINE SHALL RE7ALN NI ::'•s 'i'y" �, , IF 1 [1 W APPROX 104 CUBIC FEET OF WATER- '-=-R' I^`�"�-'�"''' y,,�,�� PLANTER I 4 O W D-' 11-IE R=r0RE,VOLLTE PROVIDED•.-3136 CUBIC FEET • NB SIY 1'lr' ...� 1f q 6%p/ 3 W Q O % , I /tea 3 D '= W H 3 :' :4 I W V H - (D'. -\ _ � W f v I I 0 Lk N • 1 ci m - v - ( I I, PLANTER ��P. ..4--'- I _-_ �'__._._�_ ___ I _ __ z r1 HOT DIPPED CALV.RIBBON BIKE RACK I •£}✓/ ( -_/ _- F-4 v HOT DIPPED GALV.LAVER (47 � ^NEW WALK%j j[ -_ I _ _ Wm 0 i F PLATE,nP ca \ K' I i/e �%�% -. �u7 - -I-- D MIy.11 15' IDE STREET BUILDING SETBACK LINE (- - N .ai• CONCRETEECU.RE&18'WIDE LANDSCAPE PLANTING B D W¢ i REFlERO0.12EDIAWMiNUM SIGN W/ _�_-_-_ 3CCGGCI •.I C - K' BWe BAoau D'AL a WHIR IGN W/BORDER I J i I 1 1 I�r) EXI 4. 'HIGH WOOD FE/N�CETO REMAIN,TYPICAL I"-to0 . _ PIPE RAIL ANQfQRED TO FOOTING f'-� RFFUZEORIZE,AAUJMINUM SIGN WHITE BACK- I dLt■1 I �t - I n Z=u • W/(3)eS BARS A.WAY,TIP. \`��// a ® (TEXT-W/OP QUE BLAac WITH FINE POSTED I 9-� E%LSTIN.C CRETE DRIVEWAY TO REMAIN,TYPICAL I , 4 (TEXT=15.SERIES BL FINE POSTED AS PER CODE . 1 �'y 1 N U E d I ! PROPERTY LINE 88.00' �� • 1. _ - - II I_ Q'I W G '. 1 z ..• .. /1 2-DIA ALXMIN POST -- ---- 1 ------1--_____ , � 'B)E E ti_ 51u �y 1}y- / 1 E{QSTING CITY WATER METER TO REMAIN,TYPICAL I WI- ',} ` 1=1�1111-III=rr T , t I I-I • •`+'r.•yE---I 1III=I 1/4'DIA E 4' EBOLT W/NUT AND WASHER 8 QQ' iLI-71 • t'a_ I T .•. J. --1 11-11 k I 3/4'a-X 4'Tq1 RU BOLT W/NUT ( ` ' fO�� J K I I-� I-� I 1 I I..V 1=III 11(� .. I I •'. •'L-III--I III FINISH GRADE I I I I 0 " - IIHIH1HIbi� II-1 I-1I1pi frl�I H 21/2•DA PVC EEVE • L / I D d I(a C CI I L 1 I I EI I I IMP I 1 11-1 I F 4 CONCRETE BASF] I I I I D SUBGRADE COMPACTED TO 98%MAX. 18'X 18'X EY DEEP CON 73E(E FOOTING g - /!f-AVENUE-- / DENSITY PER AAS.H.T.O.T-I80,TIP. W/$4.5 AT6'O.C.EA WAY-TYPICAL OF(2)PER RACE( -_-_.�..._-_-_-_-_-_ t(-`V•/� �X/cl��.a�1111 11 _ _-_-_-_-_-_-_-_-_-_-___-_-_-_-_-_-_ _-_- (+-22'OF PAVING&40'RO.W.) VVrT .-32'TO MATLH�8'1.0W CQKITBQ19 DIKE t ACK DETAIL 2 DISABLED SIGNAGE 1//,Z\\) f - 9Cd18.S4'•E-G' fi1.o I ROT TC{ECA r \K.0/ I vv/ Al AfLNI I EC,1 u 4L 51 I k PLAN W = GENERAL GRADING NOTES: SYMBOLS `�xLEGEND- PROPOSED PROJECT CHART S N p� oDwD �` .-I6'4' X / NORTH N A 1.)UNDER RUNS OFF ONTO ANY ADJACENT PROPERTIES. BE GRADED SO THAT STORM WATER _G� (GRADE)TO REMAIN-SEE SURVEY �'/ RW COPE [,YOi EXISTING TOPOGRAPHY GRADE / Project No. B n 5� 7)SEE SUFFICIENT PROPOSED FINAL GRADES AND ASSOCIATED DETAIL INSURING STORM 3, PROPOSED NEW TOPOGRAPHY(FINISH GRADE) OS SHAD LOT MIN. T MOT MLOOR LOT OPEN LOT FRONT SIDE SIDE REAR BUILDING MIN. MIN. MAX. MIN. MIN. MIN. MIN. MAY- 2014.15HARVEYS B wI I IF WATER DOES NOT FLOW ONTO ADJACENT PROPERTIES. CAL USE) SIZE DEPTH AREA FRONTAGE SPACE COVFan.F SETBACK INTERIOR STREET SETBACK HEIGHT E CAD File No. 3.)PLEASE SEE SURVEY FOR EXISTING GRADES p ALL PROPERTY LINESCoo.R) (VW (14.h.) (f.) (%) (%) &ON ALL LDR MY MI SETBACK SETBACK VW (IL) (IL) (ft.) SITEPIAN D I° ADJACENT PROPERTIES.MINIMUM TWO(2)GRADES PER PROPERTY LINE WA Dote ec - W I RI LOPE I a 4.)PI FACE SEE FLOOR PLANS FOR FINISH FLOOR ELEVATIONS OF ALL STRUCTURES WHICH ARE ALL REQUIRED 8,000 80 100 VARIES BO 25 40 25 7.5 15 10 35 DECEMBER 21,2015 1 SLOPE LL I S. MINIMUM I8•ABOVE THE CROWN OF THE ADJACENT STREETS OR ROADWAYS. Drawing No. W, 'o 5.)PLEASE SEE SITE PLAN AND DETAILS FOR MINIMUM 3'DEEP SODDED SWALE BETWEEN SITES PROVIDED 10,912.0 88 124 +-1,675 88 25 17 +-20.5 4-10.41 +-15 +.3.2 +-23 PROPERTY LINE AND ALL ADIAFFNT STREETS OR ROADWAYS. A 44 WALE SECT I ON ,I , EX STING 11,088.0 88 326 +-1,500 B8 +60 33.5 +-20.5 +-10.43 +-29.7 +-3.2 +-24 /A O A a DK Ocala.Moon'CI COM KKK.. NOT TO SC I © COPE ARCHITECTS,INC.,2015 K H G/ """asa �.,,�.,�..� •"° _ of - 1 1 2 I 3 1 4 I 5 1 6 I -7 I 8 1 9 1 10 1 11 1 12 1 13 I 14 1 l'i • I 1 _ _2__ , �LI__ 11 4 i 5 I 6 1 i i3 t �� \ � ✓I 17 I- 13\ I14 I I / 4'-o' f 1--'' . ',,,,,0 LIW N r • • N ri- G. :1,==.7.1 , . ,..,, 1 -N/ / • \ ., , \ i„Ar,.--.;-3 io.(-1-:),0,-- I , , ., ,• r---;---7--- • L' 'I i • \ ll �� 1 / -- - ir- --__________ ) ...., _ ______ I �\\\ I -0:i !IIII14. NEW ( I o lY1 \ StTAAI- -r I I •- // NEW 1• j ih 1tRY • ` I _1 J LOEBY I I 1 L L :.///2 1 I jI - -_1 J (2 STOR i2-- -I . I I I.VMW// 2A I E,/�1�71 1 �j - . (APPROX.361 GSF)I I------i • I - 6. II I I h I _I i - WALK =, I L---L i f I =A I%I I $$ I Eit$44+= � Iv ST1G (TO REMAIN) I1 = J �',\�avE ;'4I I$4$q I I ���%#vsa />;,�F - BIKE RACK,SEE SITE PLAN--{I I N K a11111pI1I11i111..11111111 IIIIIIIIIIIIIII.IIICIU111014 }Jy�' =: 4,_Alms t ���G '4///.%////r////,,,,,,.,=`_' ///!///H/.d's 46%//G/,O//////(////O.A='W///////.9// i60 I _ - _ 6 • ��bti�`�,- ` - ( I 1 m (AILI - pm�I�I�> oim= I�I�a/ =wraw I INEW . I J f 'I EXI TNG EXISTING _ ' ADA E �fl w OFFICE STORAGE - S -•• -- c� < a EXISTING �D' ROOM Q; I I o W - WAITINCs 11 •• I u.l Q 1L In = z (TO REMAIN) AREA I a a F7 1 r (-- ...,a- , _ _ : 8 4 S' r 8 5 IS( �.i. - - . 4 I il I \1 �t�1g Ill O K CLO. 0 o " - __ EXISTIG. irig _ _ , F , ,�, �� _ `�`- WALK - —6O C1(L l E LSTING NON-LOAD BFA 1N WALLS•DOOR J} - 1 m (TO REMAIN) o,V I (-O'RFl1AM I 1 1P.L.�� LL' .3t r.ri I� ra NEW I I t'r�� EXISTING i i GENERAL I , ,1,11; - OFFICE U 2 , :L�. - � RECEPTION � z m AREA EXISTING EXISTING SPAC , k-ip - (TO REMAIN) OFFICE OFFICE /(hA (APP0.0%659F7 S p L F I #J RESTROOM - I I - I r I-z F w (TO REMAIN) (TO REMAIN) I 0 REMAIN - E.- Q- 2 I� �]II I I 1 E-<9 - f Ltino � - M ,r.., 1 I I �_,- Y r -� FACE of E\�O.S-1NG GARAGE TO BE DEMOLISHED IN ITS NTUEn• _..LL _J I w E 57 :CFp' (:IC!;II;II.:!,Y I • S 1 e In • Qp� � C 1#1°,4.:. • i _ ZZ . I :"---PL- 1 '''.1 • E, • 1.1 4 ' I/II II - ( ; ..! • 0 • �� / i I / fi - D ' r. ; F. � S Ill erll ur- / * -1 Er / � ' / - / � - - - UAUC I - 1 r 1 n I 1N 1ST FLOOR �P14NSI N LAN I r I Drawn - C-4 5h'h' / RW COPE WALE,V4'•1'-0' N. cApProject No. B I 64'-9' 1 ./ 2014.15HARVEYS a 0. 1ST FLOOR AREA: 1 1ST FLOOR ADDED AREA: 'Jr ] I 1ST'ER NEW PLAN OFFICE AREA(UNDER AIR): +-1,150 SQ.FT. --r- oath FARAT•E(NOT UNDER AIR): +-3475Q.FT. YEW DECEM6ER 21,2015 _ COVERED AREA(FROM PORCH): +-217 SQ.FT. SUB-TOTAL ADDED OFFICE: +-1,192 SQ.FT- DTowin No. OVERED AREA(SIDE ENTRY): +-32 SQ.FT, ���,p��� COVERED AREA(SIDE ENTRY): 4-61 SQ.FT. 9 .TOTAL AREA: +-1,746 SQ.FT. HORN 1ST FLA.TOTAL ADDED AREA: +-1,253 SQ.FT. lam I.- ^ - - \ t _ n n n n r1 in n 1T n ^n II © COPE ARCHITECTS, INC.,2015 O 1 I 2 1 3 1 4 1 5 i 6 I 7 I 10 I I 1 1 I 12 I 13 1 14 1 ,__ . 9 , I l I I 4 I 5 I 6 I I !� 1/1\ _ i I ' 1 2 l I' ` �13 I 114 I .1- =� tom` --- .,.. - ... \ • :.A - -7 N r- (.7,,,, . ,....________.....__ ., I ,. • , k \,.,:,:... \ 0.,„ � I ,...,,./ / 1 \. ,., o— 1 _w — N. �\\ '�i.ii,IPll',i 1 ICu�1 '���I� I I o M \Q STAI- I lilI I 1w I // / TY I JYH I z° 2,4 A L - , 1 J I I �- - - - —L (2 STORY]) -- --1 \ I L XI T ---i� I------I II / /////////// -RIVESIEVI--. (APPROX.361 GSF). NU�II�II�IIp�Ds1111J1�Ig11111111111 orpoqu F------I = I .....�.yv-v.-Risi 1,o o— } WALK L_ I _ •ZitAp-WNtit.�.t i=%%•%%%%% ' S 1 1G. RD REMAIN) - =1 I I I ZA�,��Z$Z$�." , %%%%%C />// ,. - BIKE MIX,SEE.SITE PLAN E� I a-�-g4= I •%- ,t, z . = j , ,- - to K �111111111111111111111111111111111111111�11111111111111► t+ , �� 2. :Cis i�ito ����tilla 1,,.... - � iarvaara—f—Lieu //a�v ,ra �� —Lu�iunoi✓ `— - U I - — ::ICI!I:I:� % I� ' _� ' I WAIF F- -'Ci iti Icy , r :NE =J - --dllll[flll� w ='i�L��i���-��oi�� ' ' y�.,,�y,.� rQ� _ I .E=I ■ ..,,= -.. B _.ir EXISTING I N - AREA (TO REMAIN) .40 Q I=XISTr�3. I r i RP E 1 �.LO. ,./ i p p _r WALK -—,COb ,C� _ TRY - - - . I 4-4■,.,".- I _, U Ro aENun) 01Y � � RO AE1wN) �, Ile° r ' a�rrcI=�X/�ISTpIt� � ° gria- RECE I ION _ f,V - °= G (/ : I \ m �I AREA 4 - 4•4. LTING = •' =41/ I I U m `�! •Iu I r..# - R 1--I (TO REMAIN) ADA = s Q p. EE wa e F I �D . I -- {-W m D F IRO REMAIN) = U Q t - I • / I _•� � - - - - I • FACE OF IXIS'1NG TO BE DEMOLISHED IN ITS RETY 1--1 H Oj Z - T II OQ II fJ z T , E t8■rtira) :v \ _ = S Q v m G E I ti 'ti)IV :..___.....____....E t. :. I/ /ff _ O D • • i 00115".'...i ....‹) . .1' iv.to. / 4 . glik , , D . : - ems -0-- x/ • 'E� 4 //..4 / •01 I r J • o 1 1 - ,/ --��Ia " - - - \ �- - - rJrr,IVlm:lh ili - it i LJJI H,;hIl, E�f(L l i i it i li.: - - \• - I - \ ^� / C �� / . .N y / n'a' f '-1- ' l�� ao 1ST FLOOR 'NET SQUARE FOOTAGE' PLAN 2'' --.. N � - IIIEC+1{.F V4'.I'-0' / b�a / 50A' I ` / Drawn RW COPE ha'_q' Project No. 6 / I I zD1a.1sHARVEYs g I il 0 CAD File No. Dote FLR NEW PLAN ' r I •EW DECEMBER 21,2015 I'111 S1 1^yJ� Drawing No. ((���pip^����) I ('/1/1' {l'L,1Jr',, \\\ , , n n n 9 b n n I © COPE ARCHITECTS,INC.,2015 I I I 43 . a�.o.�K. of 1 1 2 1 13 1 4 1 5 1 6 1 7 1 1 10 i11 I 12 1 13 I 14 — 1 1 1 2 1 3 1 4 I 5 I 6 1 I 19 1 13 i 14 1 N I N '-/ 2V-4. °= /2'_V/2'-0y n'_4' o I, 1 1 1 1 1 1 1 1 1 111 _ I I I I I I I I !loll Z- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 10 I--4_ � --1---1 = L L r (Jf EL s ROM TO 7 71. BELOW r� .:.I_ I ` III. I• K C \ \ ` ‘\\` \\ Li E. STA ` — ///liiiiii/ J,7�1,7�?7�9/lll' --- - R. 1 (TO REMAIN ‘I- ——_ W E �_ Q EXISTING EXISTINGNEW I a.O w - 1 J OFFICE RECEPTI• OFFICE I a= z ir2EXISTING IIYG IO2 AREA NEW DOORS INTO CAMMO 5 acri Q s ( ~Q H OFFICE 1 ROREMAW) (TO REMAIN) I I aW m X H ,.. , 1 I = (nz} w N / — I — 9 [23 114 1— �i,1 µ� _ I I_ �a�� = , 'w I Q :— „ t I 1 RESTRK- NE - di �• Oi o �i; oN � 14ALL ' a-g I - p,moi F _ / •WlArwa rug II (Jj Z01 2 r EXISTING J m I = U OFFICE OFFICE •'M IIII I — �o — L (TOREMAIN) F }\N , 1(TO REMAIN) oID at `�{l�l'f(}o.'�O•_,,.\j ji NEW i r: p,a. 6 HMI Yea maefil — .,'4 11(f OFFICE' I Q Trm = E `O I El o _ _ NEWT 4' 80 / 4. / o L. + OFFI I // c1q I J.2 1 — go 2ND FLOOR EXPANSION PLAN I N �Q_ Dawn SCALE V4'•I'-0' RW COPE T-0%2'.471'/ Ii''4' I Project No. '91y 21'_!.• 2014.15HARVEYS 3 I 2ND FLOOR ADDED AREA: I CAD File No. 2N0 FLR NEw PLAN 2ND FLOOR AREA: I Date DECEMBER 21,2015 — OFFICE AREA(UNDER AIR): +-1,150 SQ.FT. RESIDENCE BEDROOM: +-1,148 SQ.FT. BALCONY AREA: +-217 SQ.FT. BALCONY(NOT COVERED): +-0 SQ.FT. 1 Drawing No. 2ND FLR.TOTAL AREA: +-1,367 SQ.FT. NORTH 2ND FLR.TOTAL ADDED AREA: +-1,148 SQ.FT. I A I A5 . 0A © COPE ARCHRECT5,INK.,2015� — of 1 I 2 I 3 I 4 I 5 I 6 1 7 I 1 I 10 1 11 I 12 I 13 I 14 1 1 2 I 3 I 4 1 5 I 6 I I 12 I 13 i 14 I N I N 21'-4' "y 2'-ID/2'-17)',1' 11'-4' ' = N M oM '-311411011WIIMMIIIii OMB It E _ s_I�' I I I I I I I I I--- jU - _.i 1 1 1 1 1 1 I I - z- 1 11 I I 1 II I 0 II 1 1 I I I 1 - 0 / 14'-1 1/2' _{�)_�- 5ELOIU - k, � Nl K .-SiiiM MIME Iv I K (�\ \ \\\\ I Nl*lU u /i ��\ \ ���` \\\\ `�\\ ` NEW STAIR I ���\� `\\\ `�\\ ` `LL1� I $ALGONY I e H . £'ame(/!G/!/6/!! U 0 rl ! re Fff.111,- itit per/<.��=Simi/o//LOP/NP' ,�= ,==W///.4Zr _ ..I I /r _r/i LL1a _ =---- V:rr,r ir IF/i XIStItJCx0 - R A NEW D000.5 IN10AllifyieJo Q I- 1—U Q H (rD REMA N) I n'-'w a rr zr w 05 12 OLT jIJIII1A ►_r�NA- IZA � mi,.. Li-11.•� _ �ar� 111 U =tom .: 0 e �_ _ , I� // -0 Ad, = rI"/ r 00r4i/ • = Un a = / r 0 z,,, ,, E _ AI � ///�� r W� z E�ai¢-, �s� = Ar�ia I _ }ROCF m - - a"J < / U /r ii:agr 2ND FLOOR 'NET SQUARE FOOTAGE' PLAN I Drawn Aooffi - /-5:. WALE, .- ; RW COPE e B 1 Project No. • 2014.15HARVEYS B CAD File No. 2ND FLR NEW PLAN Date DECEMBER 21,2015 1 I Drawing No. NORTH A I A6 . 0 A © COPE ARCHITECTS,INC.,2015 1 I 2 I 3 I 4 1 5 I 6 I 7 I I I 10 I 11 I 12 I 13 I 14 • — 1 I 2 1 3 I 4 I 5 I 6 i ! 12 13 14 I N N M 4- L L a v K K c 8 Nrmr7 orrq!omr 300 lek In bpgr+'t(gt60.0 ad I.tours e'aggeretl @ 12 O.C.between Lys Apace over NT ,/ — exterior grade sheathing nated per FBC.Syte to o,_,..ese:tivg. •'''' ll U 1 III 1 I I l ����1�i�E�1���� I !1 1 L D Ll ll —• ��Y >> i II IYI I>' �I iYl� I � r mmm� I� r :' I� I I III ' �t J J ' I- II III U ._I 1111 rill I1 IIIi I IIIi I I ii i± 1 I' = �.... .._ 1` f I 1 I�� II II 1<1� l I IU� w Q z _ I I I o O_ I1 '�� II il[ IIIJ�(; ... �r �. mow¢ _ ( I 1 �I r (((} I i11, O 4 Top of New Rate �� 91�•r\�(�� 11 Iu' __ IL. LL Z Martlr?uNc�lap sang 72x7-1l6' _f� ( 2. _ _— = LU 2 W H (ePq,,,o"a) appedalr T.l `M , -- r W smoohm le,over smooth slum IA. _ — — ,—t • H • E gYp'�).Style to match existing. z g O ,_W LLI U n Top F: ncg � i— _ = T. _ CHANGE FROM SINGLE DOOR TO — _ .. g DOUBLE DOOR ADD 4'DEEP -1,�_........__ .71 c COVERED ENTRY SUPPORTED BY ���—ri-7 t _ - 1 O f i—I l / O 1 1E ��-�I z ts F a _� IL Cn w a ry F Top / 4O-01 Hashed Floor i-"- ` ./1 I : ft �—Zm • • • PROPOSED(SOUTH)SIDE ELEVATION C.)z= QN6� o E E SCALE:1/4"=1 0" CC 5'0 EXISTING TO REMAIN 9'-2" m • O o - D D C 4 C E. a II- Drawn RW COPE B Project No. 2014.15HARVEYS 6 CAD Flle No. EXTERIOR ELEVATIONS Dab DECEMBER 21,2015 Drawing No. A 0 COPE ARCHITEC15,INC..2015 A7.0A 2 1 3 I 4 I 5 I 6 1 7 I 1 1 I 10 I 11 12 I 13 1 1 4 cow a,t.cart c �" of — I 1 I 2 I 3 I 4 I 5 I 6 I 12 13 14 I N N . o M oM o z L L K K Wood stake rod over30r felt W tagged Q 610.C. on taps and tvo rows staggered®120.C. _ between ks,os.AppLad over 5/81rxtetior gaze • shearing naiad Per RC..Style to na:ch existng. `.'- I Lj Ll D 11 1 1 11 1 1 I Ll I 11❑ Lj U I L W . Fp I- ILI II II� II_1 II II ll����I�� I II II �� f Ll ll ll� L�l� (JI LILT L� L� L 1 D z J �1� qlf� "���, � �4 �4 �' 11 Iw o ° _ 1tl�r� I�I � IfI�rU 11I I� III�U Pt II ��� ��� t�IV,� IllVi�Il TVt� Il ! 0WW Q �Top d New Plate 1 n l.I— n II �� �� V �� �� 1 1 If fL II f �� � �� CC W 3 W14 I W14 IW34 W14 = l = IWie Vil t I W76IIill 0 Z>- CC adpawxaapwmglr,r-va II_ __ I . i t _ . * II w !li - (as soersommtappmnmooth stucco ish - - I-. �� i - i=- 1 �-}I I-- L f ` .I O W J ('tyw p:Style to match �i i L - -1 _ I 1=1 I - II -°II Q I o X w TOPCoafExisting -.—-_____ — __. ___ __.______ _ __...__ _ _ ___ - _ __ -. _____ ._-- —_ O e - d T Wa vT4 I v<a wa. I -�-1 vn wa _ _ — _ F .. �- 1 : L IJ _]_I �l --- _ L ;=L t � a e F - - �Wm` L -i Top o Feisshed Floor _ -----. _.._. ._.__...---- ----- --- - - -- _--- - ---- - ---- -- U 6 Q y cf-Cr O PROPOSED(NORTH)SIDE ELEVATION 0 o,L W E SCALE:1/4"= 1'0" "° ` s g'-2° EXISTING(BEYOND)TO REMAIN 5'0" Q m t • U o — D D • z C - C .I- 0 O� 4Q- Drown Rw COPE B Project No. 2014.15HARVEYS B • • CAD File No. EXTERIOR ELEVATIONS Dote DECEMBER 21.2015 Drawing No. . A A8.O A © COPE ARCHITECTS,INC.,2015 1 wow m®anmc K .ao of _ 1 2 I 3 I 4 I 5 1 6 I 7 I I �� 10 1 11 I 12 1 13 I 14 I 1 I 2 3 l 4 l 5 I 6 12 13 : 14 I _ y I i 1 o • M on z- . L L N K K • U Wood shake rad wet 30/fait W tagged B 6'O.C.on laps and two won a'aggerodB12O.C.betwoan laps.Applied war 5/8' _ — J • ,II I II Ij II Ijl II eY lor&'ada stteaJwW ru+'ed Par FBC.St*to match oocI3 . 11.1 '� I I II III I HardwPlaok®lapsidng12:r-1l4' • • CO z (�e.pasure)srrooth m lapped 30i jj Imts wer smoah e,wo 6-.sn LA1 0 p III I (ryp.ra7.syia to nwme vag — 4ill - Top aNew Plata i W2 I j l T _ O Q O -- -' — 1 --`----- - --- CC H H w I I wti wt JilI . 1 1 I; w`� 1 — 0 1iil aoa o LIJ I. o _w c� : L J_ _r ILI€ LI{ ILIL w O �z41' ��;fin g _--- __ 1 T II I I II j 1 111 j I I c i 1 O o ADO NEW 4'DEEP COVERr"D !i I _ s = o ENTT.—SUP 0FITEUSY.11'VOZ2)—'— i I _ tom, —IEft! ! WDDD.CDl1,MhS,Ir.=.i 'I I i I. - jHi 11 I ill 11 II ll € .�,I • F — j - L z L • T aF Finished roa -- — r• (�z 6 ap as m<• y0 PROPOSED(WEST) FRON f ELEVATION I 'LL E SCALE:1/4"= 1'0" Q"6 9 • • — C.) 0 — • o • • • ELIMINATED STAIR NO CHANGE ADD D • • C C VN • N ci :go Drown RW COPE Project No. 2014.T5HARVEYS l3 • 11 CAD File No. EXTERIOR ELEVATIONS Date — DECEMBER 21,2015 Drawing No. , A. © COPE ARCHITECTS.INC.,2015 A9. A "`"" .��... �° of • 1 2 I 3 I 4 I 5 I 6 I 7 I I 14 } 10 I 11 I 12 I 13 I • • • .• , I 1 1 2 1 3 I 4 ; 5 1 6 ; : • 12 , • 13 : • 14 1 N _ N -------- ..._ _ m E : • _ L L I K K .1 - 1 .I Wood soak°roof over 30,lett io P.rpgad©6'0.C.on laps and . _ two rows staggered 0 12 0.C.ban..laps.Apptiod now NW .• war..grade sheathing nailed per FBC.Style la match errainp. .• IL .• .• • i i I- . .• J LI ii 11 i D V) J HardiePlank0 lap siding 12's 7-1/4.(6.eco6ae)smooth on .• CO Z lapped 33#falls wet smooth stem°I oish(typical).Style 1,,, .• .• U-I < match exissa.J.I I 1 n 1, _ , ..• .) . Lu.4 1 •.•,-, , .1:47,,--.:_-_-....,. .--....• .• : : . ,_L., LL 11 ^ .• .• : 0 ILI LL > • 4-ropo:N...nwa t•-,---11 I 1 i; :::;-!! !; .17.-9. '.'":'.17:::::77:-:::-''-:- ' ! -'•:.1. --:: . 1i 1I 1I i :i I ; 1H I t•-r.'':". ; .;;'--;:::; ::::•;;;i: ; I I;::' :' ; — .I 1'f:;:;'—!-: .-- = : : LJJ a/ CC H (1•— .., . ;t;;ii ; ; tit;;i• t;t tit t I it t ,t il;11-;=_,,---_,tt I it ti it! t i it,!it it i 1 ti t ; Itt I. —: • i,t t i 1 i.;___ ::LI L.1.1 --; --'iriiii cj- CO I 0 CC CC -J,.__1 .. . !--'t i,77.----:,i.,:' .1-'ri i'Ll___r11'-'iif ..--i :..-.7:-.-ii:'E' ;;1' :.!'l'1 i'l. l' Fil'i'I,i' ----:'': --''' —I Z I 0 ILI w - •- ',..._....- !_ .t t,_ .•1: .„ ::, It__, : ..;;• ___, :!:• .;;:1.L:::_i• • I::---- < i 0 o -_•:-•-:-.,-,,,,,,,,,, ,,, --1-1--,,,t,, if i f.'-r-f -':i f r.i i ....—E .,--,:lf: f i l'i-r-r! :-.fr : : i!fc-,t: .r,-'--Ai ! ; f:-:__.... :. 77.7_ #'.'- — 1 i i —. 1 .:i. .:' r,-:-... i r .r.-r-f-.: i..,--,E. . L :,-,-.: I Top of Brisling Gallop ' :: . - ,-- I -- • I I : • •• , • I CII-l- 0 i Li I =Ir. i 1 ----'. • - ------•---- _---._ -----•- ____ _ 0 I Z : .• CO 0 F G .• I- i — I. • 0 __.....-____-..- ! — I; I :..-_-:-',I i-'-',17-1-- II!:'-'-'.; ;_z.HI !___..._ . ' =.F_-:it := T71;i t:;;-11 in-r!I '--.7 :::!!.! il. . _ U r'' 1! '. I r ri i..I : !!i I 5! f! 1 \i i 1 II!:i ll : I i I I i i!•I it j U) !!i I i 1E ii ' I i7===---=--—,...____! —!!!: ., ,. •.,. ., ;I !,----,---;T:::—..--------••:;---- i I i i i irr".-,, -1----rirli 47-11—rirli'rrli I2::•:::::1 '--' -=',--- --- —;;;; - ;i;;_.'71i: ::: Z E '''---I-,-- -------;; ii 1 I il 1 i I;I I ":1 t I 2 1 •••,.. .i E::f ir ; - 4 0 _7-.:.:-_-=:,.. • . . :„,,,:,„,,,,,„:,,,,,,,,,,, ,..,_.,. „ :._,...: ,: . Mil i 1,--H-'---:,ii !j ii,---:1I Ir-----:•I' 119-11. i.--'----:1 !t!r ,.• r' F 1 • I;:ii:,;i.i:EZ!,2,:::::::;4,::::::::; ;:.:-.-i-.-- ;i,:i.:::::: !II ii:::::;;i I ';'-';-----.;•;- *--::-;'; .:.; -=;‘.e(-: ;... , -.--.......... . .:yF.,;;;i Ili 111:in 1 2 I C.) _-_Tt.„=-... ___..____ _____ _.__ Top ofFaished Floor . ;E....,r.r irf iii'ii, _ _ ... , I . 11.1>0 • ; _ ..___ , I : .• . . r .• _ .• .• • .•.• .• .• w • • .• .• PROPOSED(EAST)FRONT ELEVATION .• C.) , .• .• : . .• . : . E SCALE: 1/4"= 1-0" .• : . . .• • • •. : : .• . : • t• I E EL a c) .• , . .• 0 LI, F•• . . .• CD i:1 , . - ELIMINATE ENTRY -;... •,-, D _ ADD NO CHANGE 0 -I ti 2 C iI C :20 • Drawn RW COPE Project No. 02014.15HARVEYS 9 CAD File No. EXTERIOR ELEVATIONS • Date _ DECEMBER 21.2015 Drawing No. Al a 0 A A 1 I 2 I 3 I 4 I 5 I 6 I 7 I I 10 I 11 I 0 COPE ARCHITECTS,INC.,2015 Con MaglIalr.Dc ,_ of 12 I 13 I 14 • • • J 1 I 2 I 3 1 4 1 5 1 6 1 7 1 8 1 9 I 10 1 11 12 13 1 14 1 N N c i N � oM Imnumumnlimumlumun1 D¢ F WESTERN RED CEDAR SHAKE ROOF S151CM TO MATCH MAIN RESIDENCE,TYP. Wlmultlnlulmalnmlmmlmn •�,� WESTERN RED CEDAR SHAKE ROOF SYSTEM TO MATCH MAIN RESIDENCE -1B TM. 4) E u11mIUIIIIIIIIIIUInIlnlnllninl ram, Z- CONT.AZEK CROWN MOWING FASCIA TO MATCH MAIN RESIDENCE,TYPICAL II.I11111111m11111111u1111um1u111 f `� CONT.AZEK CROWN MOLDING FASCIA TO MATCH MAIN RESIDENCE,TYPICAL 1111111111nI1111nI1111n111111111111111111 \ COHT.COPPER DRIP EDGE TO MATCH MAIN RESIDENCE TYPICAL ELEV.«9,.1 _ire'sial11MILF 1111111l1111111! �` Ate__. ._._._._._._._ _ ��� _ _ '���� j COPPER LIGHT FIXTURES TO MATCH EXISTING CONDITIONS _ NEW IMPAC(ALUMINUM,SINGLE HUNG'COIDNIAI'STYLE WINDOW. • �` / NEW PRESSURE TREATED-BARN DOOR'STYLE GARAGE DOOR ��E■F 11=1 HAND MADE WOOD SHUTTER,&SHUTTER DOG HARDWARE-ALL 1 COMPLETE WITH DECORATIVE HINGE AND LOCKABLE HARWARE .■ 1 TO MATCH MAIN RESIDENCE 11 �14,4 �� PAa •F TO COMPIIFM MAIN RESIDENCE 11)1 AZEK(SFS)WINDOW TRIM-ALL TO MATCH EXISTING CONDITIONS -V_ �� 1 II 0 OF HISTORIC 1905 STRUCK TYPICAL Irlaum.. .- � ;,�' /r/ AZEK ISFSJ CORNER TRIM-ALL TO MATCH MAIN RESIDENCEI ) = II II'r _ to K MAIN IENCLAPBOARD SIDING,EXPOSURE AND TEXTURE TO MATCH �O' CEMENTIIIOUS CLAPBOARD SIDING,EXPOSURE AND TD(iURE TO MATCH III MAIN RESIDENCE,TYPICAL olimmennimmoh � Ki MAIN RESIDENCE,TYPICAL C. ELEV..-o'OP - Ru-SIOI1;t r---------_-_.__ INIIIIIIIIMMIMMI 114E. = irhlil 1�.. i `a c F, ELEv..o'-I VL' i -- — i1 -___ i Z A I ` T-1 -_ P T (r) - ELI J ~L W PROPOSED NEW SOUTH ELEVATION PROPOSED NEW WEST ELEVATION n a DUMPSTER ENCLOSURE >° o IL ¢= Z O �a W H " OLD SCHOOL OFFICE SUITES, LLC" i oz} W 102 NE 1ST AVENUE _ - C U 0 Z - DELRAY BEACH, FLORIDA (n o 1=0 COPE ARCHITECTS, INC. 0 o (!illil:11 1 114 1/2 NE 1ST AVENUE DELRAY BEACH,FLORIDA 33444-3713t7wwCMITECTU4E-Pvwuuw-iivTew0e5 U Mf r � Z Mtti Q wwPF (f)>ri eZm ' Fw FWQa z`4 11411,fI II ll II II ilIciWESTERN RED CEDAR SHAKE ROOF SYSTEM TD HATCH MAIN RESIDENCEl f I I iii l 1WESTERN RED CEDAR SHAKE ROOF SYSTEM TO MATCH WllN RESIDENCE �8 NTH-,N.L2 _ CONT.AZEK CROWN MOLDING FASCIA TO MATCH MAIN RESIDENCE,TYPICAL 1 Ilnmmmmlulmummm) lum CONT.AZEK CROWN MOLDING FASCIA TO MATCH MAW RESIDENCE,TYPICAL 'Tom' / U W III S .- Ifrpr �Nu� E E1Fv.«9'-9' � t 1 1I lul I I II L CONT.COPPER DRIP EDGE TO MATCH MAIN RESIDENCE,TYPICAL ! N Q kxF tRJ9T BEARaYa F1EvA Q Nw _ pm t • COPPER LIGHT FIXTURES TO MATCH MAIN RESIDENCE ( 1/ r 1 j ' �. 7r�C W H}4 U n 1 I- NEW IMPACT ALUMINUM,SINGLE HUNG'COLONIAL'STYLE WINDOW, , —r , a.8 R �u11 .. HAND MADE W OOD SHUTTER, J 1411,0„..7.,, � I� Vl� TD MATCH MAIN RESIDENT&SHUTTER DOG HARDWARE-ALL IO wAZEK(SFS)CORNER TRIM-ALL TO MATCH MAIN RESIDENC _ P' 1 � U - �� I±�- OF HISTORIC 1905 STRUCTURE,TYPICAL .1��. // AZEK(SFS)CORNER TRIM-ALL TO MATCH MAIN RESIDENCE ) L— — I. Ty 1 oI AJ) CEMENTTTIOUS CLAPBOARD SIDING,EXPOSURE AND TEXTURE TO MATCH `,, \\ CEMENRTIOUS CLAPBOARD SIDING,EXPOSURE AND TEXTURE TO MATCH D MAIN RESIDENCE,TYPICAL yyam -�,n�'r MOM IIIII \ MAIN RESIDENCE,TYPICAL , Ni Irsim 11 .1 'Wif NY O0J[:ART LQL'7�TE 9Lh3 TO _ I , ._ i P i L PROPOSED NEW NORTH ELEVATION PROPOSED NEW EAST ELEVATION ecw.E,1/4'-1.-a WALE.v4'.I'-a eg - =S N 0a LT.Q- Drawn RW COPE Project No. II 2015.62REDSTEEL B CAD File No. DUMPSTERENCLOSURE Date DECEMBER 21,2015 Drawing No. A A6 PROPOSED ELEVATIONS Alin A 1/4' = 1'-0' © COPE ARCHITECTS,INC.,2015 1 ) 2 I 3 4 5 1 6 I �Por�.�A. ., AMID _ of 7 -I 8 I 9 1 10 i 11 I 12 I 13 I 14 U . N • w IIIIll Z 01 H. • r� V Z J D' w ls. Im Sok Ia- • �rn '�fL m 0. �E 0 � f 0 K Symbol Qb Label A*+•9•o•.t D.+c+IPtl.. Lam..t.an. LLD too LV Wm Watts T.t.l Mato �dZ� a¢NNwzwJ 0'ci • • • • r re 2 SA SIM61i u.3.ARCMIT•CTUOSL 055P1-IV.45VLLDNW 633 - Z 6 Y l:l Q �-O w/r 18'Pole MOUNT A.F.a. a961 0.900 0.9ti0 O.e65 n� 15a.A Z• U a m z c . ') T S6 S(61.0 LLD.ANCMITECTLILL AOA5-CL341.6SMW MHz 2-W DOLLARD 52 0.900 0.650 0.055 25. 164.8 r`Q(� j'�f Q J- VS ,n ooZ Alcacoauoiwa: 36 :o SWOLB I2T2R4.UX 6s4oe 70 osao 0A50 O.at sw 844 ! , / 2•AtlFf DEDICATION • W so W�_ >(�13 Q v CX: - 1 SW SINGLE Y.0.ARCIIITECTURAL DSIIPf-IN6VLEW56MW Oil.12 WALL YWNTLIJ. 3613 0.660 o.aw aims su 6x.a -`µ- - -- Z� ' ' / J ��� aU 1.1 1.3 1.4 1.5 1.6 1.7 1.7 1.6 1.4j 1 _ • U uj Z m 2.E r2 Z V10 W S(M6Le SMALL MRI3FL-0P$IW20L406.0V IO6 W WALL MOUNTED Mr 1334 0.900 0.950 0.e50 22-391 223.92 ,. - - A.7 1.8 1.9 1.9 1.8:II1 L`r` ...-5--7.r1=- - J Q of._ Q O w U U tit 11.1 1.4 �1.6 1.8 1.9 2.D 2.0 1.9 1.8,116 4l 1 U-1ai l V t.waano.Ba...wy a2 t: `,'.9 2.1 2.1 2.1 2-1 E3- ' cc _ -.- CO p rr • e Cast Alum. P..law VIMTAOL'ROSS(OLD SCHOOL OPHC2).PARMDID LOTJteV 6 DeLRAY MACH.FL 02V242016 J -1.8 1.6 1.7 2:0 2.3 2.3 2.3 2.3 2.?(7�7 r 1 6,; 1 o-u ..n SEAL ' D' With Stainles Steel Screws h..- - • Tcp - .,' -tr1-6-•i:. ' .1 2.4 2.3 2.3 2.9 _ -r --:8 ... i(AR 12016 • piy LurtwlaireJNm Dllir'g Per Customer t.h.1 eafer�. Mats An Yax MM AvyLl. ata:rMr I \• G£EVE/v • I 1.3 1.6 1.7 2.0 2.2 2.3 2.3 2.4 2.1 1.8 t1.6 i.4 " ,/,'> TJc•`j E F(�� D Tmsn hW:ro,S(syea fy) entr..c.•Ilo.th --. Fc a�a s3 to 2.Z2 4.1a .._ •':9 s \• o, '-`t:j`t1:6 i:8 .0 2.2 2.3 2.4 2.4 4 L Estr.aca-South(6o1b) Fs 1.37 3.2 1.1 1.70 251 `r•:�''f," 1 .. `N � .••'STATE r , �1 u� "o•� .,. STATE OF tZ {{ L.1� 0 2.2 2.5 2.6 2.8 .9 ��� - � oF�< _�.�\� entra.e.-West (95545a.c. Fe I2.67 3.9 1.1 234 3.55 .u"-"" ••-•��. '`;� - I (07SF4.f�' Internal Damper(Far fairs with 6,10'butt stern:Ees aiy) .1 2.3 2.D- 2.8 t3.1 Referencepages 205 106O. • i +PARwMO LOT ---. Pc 1.21 4.5 1.1 1.T4 4.18 ddd `:� '1 . • , ..:4_ • for brill hom arms and I W.� 2.9.t3.1.t3.2 3.4 ..;. '.I .A. a6a W2U Ahoy 6063-T6 C1O55arm5 .n' ...,�J%•.•J •.•.•.••:! ? . Satin Ground a FbadC Coated finish • �r P ilkaaesc. Fc 1.53 2. 1.2 1.35 1.67 C '' .- .. P�CuStotf� I I ... `Y�4. I t_l_.1 .r::. Walkway-M.rll. uwd..ae. I k 4A7 12.0 1.3 3.75 5.23 .' '`. `. `;. :•=•ca.=•-' ; i=- WAR1aING:Ca not , • ;>a ate' wn w w q install light polo n r f'L I N M walkway.South IN..Jaaaca Fe 4.55 •. 6.T 2.6 1.73 238 :�s.s. without luminaire. -- I LU N) Walkway.West BrlaJ.rc. Fa 4.39 6.4 1.6 2.74 4A0 :<s,s.s •' `.1. �... ..i -- tr I C - , • / 'Grounding Provision ..„..�,.., .v --+ f1Ztr_: -RelltorteC Jfanrlbok with Coves and�eiies Steil Hex lid Soars star. Brmll...e. Fe 14.13 18A 10.5 1.31 1.64 "-.," y��r � -• >•- i • / for Poles(?xsr«6 Poles a x6 ForrardmgefPdes) - - ;may y, -•. Q S • • -Hardhole(2 x 5')Loth Carer and Stainless Steel Hoc Hd Screeds for •`: - I J U • Poles with 5'buG diameter €" _ f p f-- 1's• ' •r But Diameter .1 L. L.L. • Cl)./- t ` C) co • • 1•k ` D. ~� craad 0na L gpP Fu. (J w • / I1W Dia.Woo Hole WYJ, - N' E z • �'`' 8 Cal -1 • 'F. 1]/Y L0.Rubber Grommet ,. :i „ O -I p SHEET TITLE (f sal 'Ire) \ I n I Mounting Height 18R r . wall Thickness: .156hi \\\ io I � '?' REVISIONS r_ Masirman FDA Pry Your Mam.L G' �...? . iO Butt Diameter: 5in 70. 65 Re erlmtire N2m. \ . MVM P1„ ..?F ,.„„. .. _ Top Diameter: 3 it 80: a3 ArdlaectNam. \\ /�I� 1. /D 02 SS511 : $ Base Diameter. In 90: 3.0 Project Nam. 73-___5,.4 T__- L'\ 0n/15 01t0a1s16 Boll Circle.: Sin 100: El Customer P.O.S: 1 4 /� Bolt Projection: in130: LS polish:- L13 6512/:I tlKI ouica -. Bolt Sl.o Date:09/09/2015 •Net Wright Accessories Notes Luminary Weight 1o0 _ _ _..... -. . . _ .- - Qu.ntltY: -j - . I I. @RECEIVED BY PHOTOMETRIC PLAN" "'F� �``. Y N - THE POLE SUPPLIER SHALL CERTIFY THAT POLE /\_1 SCALE: 1"=10'-0" e.n9.4r.rar...0411..a..am -0 k WITH FIXTURE AS SPECIFIED WILL MEET 170 MPH r.cnaa a.n..aac.l.a : a • V4ND LOAD CRITERIA PROVIDE SIGNED &SEALED wakenp�. l.Poa�W CALCJLATIONS BY A REGISTERED FLORIDA ENGINEER MAR 2 5 2016 °-° �° 6.0ann P.2 Tu sanat -.g$ PaOIXT Na.: POLE DETAIL DaAP1 �'� HOT TO SCALE FIXTURE DETAIL City of Delray Beach SCALE wiAi) [SAWN 3Y: FEL 1� Pianninc & Zoning °�°: '� 5 SHEET i E ES-1 o : OF