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HPB 04-04-18 60 OA AGENDA 0 = HISTORIC PRESERVATION BOARD Meeting Date: April 4, 2018 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. Class II Site Plan, Landscape Plan, Elevations and Certificate of Appropriateness (2018-042): Consideration of Class II Site Plan Modification, Landscape Plan, Elevations and Certificate of Appropriateness for alterations to the front façade and improvements to the exterior dining area. Address: 8 East Atlantic Avenue, Old School Square Historic District Owner: Sure Ring, Inc. Applicant: Bob Franklin, Tin Roof Bars; bob@tinroofbars.com Agent: Todd Bundren, Lawrence Group; todd.bundren@thelawrencegroup.com B. Class V Site Plan, Landscape Plan, Elevations and Certificate of Appropriateness (2017-039): Consideration of Class V Site Plan, Landscape Plan, Elevations and Certificate of Appropriateness for conversion of the existing single-family residence to office and conversion of the 1 St floor of the 2-story garage/residential structure to an additional residential unit. Address: 238 NE 1st Avenue, Old School Square Historic District Owner: Gaillard Holdings, LLC Applicant: Ted Forman; ted@formanlawoffices.com Agent: Jose Aguila, AIA, Currie Sowards Aguila Architects; jose@csa-architects.com VII. DISCUSSION ITEMS A. Concept Plan Review— (2018-043) Address: 701 North Swinton Avenue, Del-Ida Park Historic District Applicant: Roger Cope, Cope Architects, Inc.; copearchitectsinc@gmail.com Discussion regarding an addition of a ground-floor enclosed porch on the front (West side) of the single-family residence located at 701 North Swinton Avenue, pursuant to LDR Section 2.4.1(A). Note: This review is non-binding and no action shall be taken by the Board nor shall there be any written report resulting from discussions at the meeting which may be construed to be preliminary approval of the development concept. VIII. REPORTS AND COMMENTS ❖ Staff ❖ Board Members Historic Preservation Board Meeting Agenda: April 4, 2018 Page 2 of 2 IX. ADJOURN Michelle Hoyland Principal Planner; HPB Board Liaison Posted on: March 27, 2018 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. /-;P/3 (A-def 6a)pr-/ ,\964> IC, f'i'/A-3 Ai-F ljbttrf..2.R.%S J•tifyyx. ex_ r 645 r )2'22) 6470 - C6-A-tot ,ro%-fir.-i o'bir - v /3 /b d.-d ALIT OI,c-c-1k-- N � /op _ po_k_Atini -7 2.,11AC - /7o 4*--litga (au) /c fs I� /0 3(La CLLE.,L. - c ccl? A_Gc-c_ I I-1 1.1 ,o,&cz ._... - /6 - L-A-4(fit cc / S - Wffvice Tic...a__ !7 - i k PP - aux /1uif �c- J� relax - 3o 4Iel? 1-4_ fa...Lk_ � o 056-X geLd PP/,4-5 (1v 4 f 1)T; (aAIS c /MIA-11— S- 1 v%s 61_ ? / � �5 - v 4406/ok v u 4 .. 1s � -- 47“-21.-A_ W-c_ d /ch.( • ,c.lE U%iyt ( tLL& i3r � 6:xp - t__ /0,c-o/-e_u rnula ,cJe_cuk_ - .02-0/ 7 - a3 9 40-lak . /4/yGt-4 / C.AU C4, CALA-AL-US- iLKYd.- 4(-134C - nO ' 61141/D - ul dins Lit PAG.ti Ce f/c/ /9-.5 ./?p - 0 40( At/1 r L�7eZaF.Ti��c..C� S-o " E6() 70 / iC.!. V&tn i (ram C311 . icy icut-e-4-1;e1 , LJCCA 40fri L ScAcA5 4{Sit--tynoc_f—; /4-b, PAA,c- -#C. d/et CL4__C L C ; -dam- /-$; 1 / it - i%L4L/ — — Co.d..c.nAL tA ? /Jur ?odd - 40kcL / ai 4zr-4. oi-e° MINUTES HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH MEETING DATE: April 4,2018 MEETING PLACE: Commission Chambers, City Hall I. CALL The meeting was called to order by HPB Chair John Miller at 6:00 PM II. ROLL A quorum was present. Members present were John Miller,Chairman,Price Patton,Vice Chairman, Angela Budano,Andrea Sherman and Andrea Harden. Absent was John Klein. Staff present were Lynn Gelin Assistant City Attorney,Michelle Hoyland,Principal Planner, and Diane Miller, Board Secretary. III.APPROVAL OF AGENDA Motion to APPROVE the Agenda was made by Price Patton and seconded by Angela Budano. ALL IN FAVOR IV. SWEARING IN OF THE PUBLIC John Miller read the Quasi-Judicial Rules for the City of Delray Beach and Ms. Miller swore in all who wished to give testimony. V. MINUTES None VI. COMMENTS FROM THE PUBLIC Roger Cope-Cope Architect VII. ACTION ITEMS A. 8 East Atlantic Ave (2018-042) Michelle Hoyland,Principal Planner entered the project into the record. Exparte Drive by Applicant Todd Bundren-Lawrence Group Jeffrey Larsen-Tin Roof Staff Presentation Michelle Hoyland presented the project from a power point presentation. Public Comment George Long-Resident 1 of 3 Minutes of the April 4,2018 Historic Preservation Board Motion to APPROVE the Class II Site Plan Modification and COA was made by Price Patton and seconded by Angela Budano MOTION CARRIED 5-0. Motion to APPROVE the Landscape Plan was made by Angela Budano and seconded by Andrea Harden MOTION CARRIED 5-0. Motion to APPROVE the Architectural Elevations was made by Price Patton and seconded by Angela Budano with the following additional conditions: 1.Exterior color scheme to be brought back to the board. 2.A study of a color delineation between the 1st and 2°d Floor. MOTION CARRIED 5-0. B. 238 NE 1St Avenue (2017-039) Class V/COA Michelle Hoyland,Principal Planner entered the project into the record. E xparte None Applicant Presentation Jose Aguila-CSA Architects Staff Presentation Michelle Hoyland presented the project from a power point presentation. Public None Motion to APPROVE the Class V Site Plan and COA was made by Angela Budano and seconded by Andrea Harden MOTION CARRIED 5-0. Motion to APPROVE the Landscape Plan was made by Andrea Sherman and seconded by Price Patton MOTION CARRIED 5-0. Motion to APPROVE the Architectural Elevations was made by Andrea Harden and seconded by Angela Budano MOTION CARRIED 5-0. VIII. DISCUSSION ITEMS A. Concept Plan Review(2018-043) 701 North Swinton Avenue Applicant Roger Cope 2 of 3 Minutes of the April 4,2018 Historic Preservation Board IX. REPORTS AND COMMENTS A. Staff Comments Old School Square Designation Introduction of Abe Fogel-Asst. Planner Ordinances B.Board Comments John Miller- Midtown re-submitted Price Patton- When will we replace Bathurst. X. ADJOURN There being no further business to come before the Board,the meeting was adjourned at 8:00 P.M. The undersigned is the Secretary of the Historic Preservation Board and the information provided herein is the Minutes of the meeting of said body for April 4, 2018, which were formally adopted and approved by the Board on June 6,2018. Diane Millet 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 Minutes are a'record of the proceedings of this Bard The full audio and zideo recording of these proceedings are azailable at www.mydelraybeach.com/city-commission/av or a digital copy mzy be purchased at City Hall) 3 of 3 DELRAY BEACH kigiiii All-America City 1 I 1993 2001 SIGN IN SHEET 2001 Historic Preservation Board April 4, 2018 PRINT ADDRESS OR ITEM NO. ORGANIZATION FULL NAME Jo * A- _ C S-A Aet,L 4, Jo Vi f5 1Q/ c`. Fir + 1ii. 4 Ug-rLr (,/•q 4-5;4,o J.gALbN1.01/vrA. L ' (( 04/ l ,_ (1(), bebfit 4') (AA (44" m- -Tar... > S 4( w K-1.)c&- C izo p _ V/ A- c F(C I, (szr) Lors„ A a f ' ( VI if)- Historic PreservatiUMBoard-Voting Sheet III VI.A VI.A VI.A VLB VI.B VLB HPB MEETING HELD: ATTEND Approval of 8 East 8 East 8 East 238 NE 1st 238 NE 1st 238 NE 1st April 4, 2018 Agenda Atlantic Ave Atlantic Ave Atlantic Ave Ave Ave Ave Site Plan Site Plan COA Landscape Elevations COA Landscape Elevations Attorney: VOTE to Vote to VOTE to VOTE to VOTE to VOTE to VOTE to Lynn Gelin Approve Approve Approve Approve Approve Approve Approve AIF 5-0 5-0** 5-0 5-0 5-0 5-0 Andrea Harden P P P P P P P P Andrea Sherman P P P P P P P P Angela Budano P P P P P P P P John Klein A A A A A A A A Price Patton P P P P P P P P John Miller P P P P P P P P Page 1 ***with additional conditions added by the Board ADJOURNED: 8:00PM CITY OF DELRAY BEACH HISTORIC PRESERVATION BOARD BOARD ORDER Project Name: 238 NE 1st Avenue Address: 238 NE 1st Avenue, Old School Square Historic District File Number: 2017-039 ORDER Following consideration of all the evidence and testimony presented at the April 4, 2018 meeting before the Historic Preservation Board for the City of Delray Beach and pursuant to the respective Section(s) of the Land Development Regulations of the City of Delray Beach, the Historic Preservation Board finds that there is ample and competent substantial evidence to support the findings, as applicable, for the referenced projects. Request&LDR Section Approved Approved with Denied"" Conditions" SITE PLAN 2.4.5(F)(5), Class V J LI CERTIFICATE OF APPROPRIATENESS 2.4.6(H)(5) LANDSCAPE PLAN 2.4.5(H)(5) 5 e0 ARCHITECTURAL ELEVATIONS 2.4.5(1)(5)and 4.5.1(E)(7) 5,() *Conditions of Approval are attached as Exhibit A. **For a denial, the list of findings not supported by the Board are attached as Exhibit B. C rr • istoric Preservation B and Return Original to: Currie Sowards Aguila Architects Jose Aguila 185 NE 4th Avenue,Suite 101 Delray Beach,FL 33483 CITY OF DELRAY BEACH HISTORIC PRESERVATION BOARD BOARD ORDER Project Name: 8 East Atlantic Avenue Address: 8 East Atlantic Avenue, Old School Square Historic District File Number: 2018-042 ORDER Following consideration of all the evidence and testimony presented at the April 4, 2018 meeting before the Historic Preservation Board for the City of Delray Beach and pursuant to the respective Section(s) of the Land Development Regulations of the City of Delray Beach, the Historic Preservation Board finds that there is ample and competent substantial evidence to support the findings, as applicable, for the referenced projects. Request&LDR Section Approved Approved with Denied Conditions" SITE PLAN 2.4.5(G)(5), Class II 5'0 CERTIFICATE OF APPROPRIATENESS 2.4.6(H)(5) LANDSCAPE PLAN 2.4.5(H)(5) ARCHITECTURAL ELEVATIONS 2.4.5(1)(5)and 4.5.1(E)(7) 0-4 *Conditions of Approval are attached as Exhibit A. **For a denial, the list of findings not supported by the Board are attached as Exhibit B. (-7 Ch storic Preservation B2.. d Return Original to: Lawrence Group Todd Bundren 319 N.4th Street St.Louis,MO 63102 t HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: April 4, 2018 ITEM: 8 East Atlantic Avenue, Old School Square Historic Arts District—Class II Site Plan Modification, Landscape Plan, Elevations and Certificate of Appropriateness (2018-042) for alterations to the front facade and improvements to the exterior dining area. RECOMMENDATION: Approve the Class II Site Plan Modification, Landscape Plan, Elevations and Certificate of Appropriateness GENERAL DATA: Property Owner: Sure Ring, Inc. Applicant Bob Franklin, o Tin Roof Bars ��` imdl Agent- Todd Bundren, ,s4,Y �tv ' EAi tic Ave,..• Lawrence Group :v' ,__ ,:1N, T Location. South side of East Atlantic Avenue, I l,* • c� .T r �' I 1 , r i between South Swinton Avenue and �:f- JJ SE 1st Avenue I "'�,,,_ .,' `r ' _ 1 Property Size. 0.22 Acres s • ,,,I. c1+%, �.. . Historic District: Old School Square Historic Arts . `R v _' X I District (OSSHAD) e Y r s t` _ :iii;;t;s g Al Zoning. Old School Square Historic Arts - '* '�' District(OSSHAD) Adjacent Zoning- : ` a ; I 1 �- �-- ! North: OSSHAD k ii. —_ East: OSSHAD ( `South: OSSHAD ? "} .. ....______1.kll West: OSSHAD z ., 4 of c ,; : f�• ct:ei! �> an Millih Existing Future Land . „ , - "Os Use Designation- Other Mixed Use (OMU) i I, commitr • 1. .fi a�„-, �. Water Service Public water service is provided t' a on site. ' A %' ""SE AN. NORTH . Sewer Service. Public sewer service is provided , on site. l ITEM BEFORE THE BOARD The item before the Board is approval of Class II Site Plan Modification, Landscape Plan and Certificate of Appropriateness (2018-042) for alterations to the front facade and improvements to the exterior dining area for the property located at 8 East Atlantic Avenue, Old School Square Historic Arts District, pursuant to LDR Sections 2.4.5(G)(5), 2.4.5(H)(5), 2.4.5(1)(5), 2.4.6(H)(5), and 4.5.1(E)(7). BACKGROUND The 0.22 acre subject property is located within the OSSHAD (Old School Square Historic Arts District) zoning district; the Central Business District (CBD) zoning overlay and the Old School Square Historic District (OSSHD). The property consists of the West 26' of Lot 4 (Less the South 14') and Lot 5, Block 69 and contains a two-story Masonry Vernacular commercial building constructed in 1950 which is deemed to be a non-contributing structure. At its meeting of August 6, 2003, the HPB approved a Class III Site Plan Modification for the conversion of the first floor from retail space into restaurant (while retaining the second floor efficiency apartment). At its meeting of January 7, 2004, the HPB approved a Class I Site Plan Modification and COA (2004-089) for the replacement of the existing paired storefront doors and fixed, storefront windows with new aluminum bi-fold and storefront doors with transom. The proposal also included the elimination of the fixed windows on the West elevation. In 2004, administrative approvals were granted for Class I Site Plan Modifications (2004-264 and 2014-268) to remove lighted bollards, remove landscape strip from the Western perimeter of the property, relocate a guy wire; and, to install removable steel, storm panels for the storefront windows. At its meeting of September 1, 2004, the HPB approved a COA (2004-269) to convert the second floor efficiency apartment to office/storage area associated with the restaurant. The proposal also included installation of a projecting sign on the second floor of the building. At its meeting of January 15, 2008, the City Commission approved a Waiver and In-Lieu Parking Request (2008-050) to remove four spaces located within the surface parking area immediately adjacent to the West side of the building and fronting Atlantic Avenue. The property owner paid an in-lieu fee for each space removed (total fee $62,400). Because the new outdoor dining area was classified as a Sidewalk Café, no additional parking was required. A subsequent Class II Site Plan Modification, COA, and Landscape Plan (2008-095) was approved by the HPB on March 19, 2008 to make additional site modifications. The structure is classified as noncontributing to the Old School Square Historic District. The 2009 Old School Square Historic District Resurvey recommended that the subject property be reclassified as contributing, as the Period of Significance was being expanded to include those eligible resources constructed between 1944 and 1965. However, the owner requested that the subject property not be reclassified. Upon adoption of Ordinance 10-10 on June 1, 2010, the Period of Significance for the Old School Square Historic District was expanded to 1965, and 10 of the properties that were recommended for reclassification were not reclassified to contributing, including the subject property, because the property owners elected to"opt-out" of this process. The subject Class II Site Plan Modification, Landscape Plan and COA request includes: • Facade improvements to include installation of new clear anodized aluminum storefront doors (folding glass wall panel system) on the North and West elevations, and new canopy painted in Sherwin Williams"Grays Harbor"on the North elevation; • Exterior color changes to Sherwin Williams "Grays Harbor" and Sherwin Williams "Real Red" exterior walls and Sherwin Williams "Greek Villa"wall trim; • Installation of a new aluminum pergola and retractable fabric shade covering and light gray awning over a portion of the existing outdoor dining area on the West side of the building; • Installation of a new cabana in the outdoor area on the West side of the building; 8 E.Atlantic Avenue;COA and Class II 2018-042 Page 2 of 6 • Installation of a new horizontal aluminum railing on the North side of the existing outdoor dining area, installation of a wood fence and door on the South side of the property to the rear of the outdoor dining area; and, • Modification of the existing landscape plan. ANALYSIS OF SITE PLAN Pursuant to LDR Section 3.1.1(D), Compliance with LDRs, whenever an item is identified elsewhere in these Land Development Regulations (LDRs), it shall specifically be addressed by the body taking final action on a land development application/request. The applicable LDRs have been identified and reviewed throughout this report. Article 4.4, Base Zoning District Regulations Pursuant to LDR Section 4.4.24(B)(7), Principal Uses and Structures, Restaurants are a permitted use within the Old School Square Historic Arts District(OSSHAD)and the CBD overlay. Article 4.6, Supplemental District Regulations Pursuant to LDR Section 4.6.6(C)(1), dumpsters, recycling containers and similar service areas must be enclosed on three sides with vision obscuring gates on the fourth side, unless such areas are not visible from any adjacent public right-of-way. This requirement has been met as the existing exterior trash enclosure on the South side of the property will remain. Pursuant to LDR Section 4.6.16(E)(5), trees shall be a species having an average mature spread of crown greater than twenty(20) feet and having trunks which can be maintained in a clean condition with over six (6) feet of clear mature wood. Tree species shall be a minimum of sixteen (16) feet in overall height at the time of planting, with a minimum of six feet of single straight trunk with eight (8) feet of clear trunk, and a seven (7) foot spread of canopy. The proposal includes removal of the existing 60" DBH (diameter at breast height) Ficus tree located in the center of the exterior dining area on the West side of the building. The replacement tree is a Gumbo Limbo with 20 feet in overall height, 8 feet minimum single straight trunk with 10 feet of clear trunk, and a 9 to 10 foot spread of canopy which exceeds the code requirement. The new tree is proposed to be located along the North property line adjacent to the new horizontal aluminum railing. Site Plan Technical Items While the revised site plan is adequate for review, the following site plan technical items still remain outstanding, and will need to be addressed prior to site plan certification and permit issuance: 1. That the site data table be revised to show the required building height maximum and include the number of seats that is proposed. 2. That the center line dimensions of East Atlantic Avenue be revised to show the same measurement on the existing and proposed site plan. 3. That the elevations include height dimensions for the new pergola and outdoor storage areas. 4. That the elevations indicate the material of the new cabana; 5. That the new roof top units be relocated 10 feet from the roof edge, or guardrail/shielding be installed. 8 E.Atlantic Avenue;COA and Class II 2018-042 Page 3 of 6 SECTION 4.5.1 HISTORIC PRESERVATION DISTRICTS AND SITES Pursuant to Land Development Regulation (LDR) Section 2.4.6(H)(5), prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. LDR SECTION 4.5.1, HISTORIC PRESERVATION, DESIGNATED DISTRICTS, SITES, AND BUILDINGS Pursuant to LDR Section 4.5.1(E) - Development Standards: all new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Standard 2 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 9 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. The exterior alterations include new clear anodized aluminum storefront doors (folding glass wall panel system); new canopy on the front façade (North) to be painted in Sherwin Williams "Grays Harbor"; installation of a new horizontal aluminum railing (color will match clear anodized aluminum doors) along the north side of the existing outdoor dining area; and, installation of a 8' wood fence and door on the South side of the property to the rear of the outdoor dining area. Additionally, new cabana is proposed on the West side of the in the outdoor area, this area will also be utilized as an outside platform for performances when needed. The proposal includes installation of a new white, aluminum, pergola with retractable gray fabric shade covering over a portion of the existing outdoor dining area immediately west of the existing building. The exterior color scheme will be changed to Sherwin Williams "Grays Harbor" and Sherwin Williams "Real Red" exterior walls and Sherwin Williams "Greek Villa" wall trim. The spaces that characterize the property are being preserved by maintaining indoor seating and the exterior dining area. The exterior alterations to the non-contributing structure are compatible with the massing, size, scale, and architectural features in the Old School Square Historic District (OSSHD). The proposal meets the applicable standards noted above and their intent as the proposed changes ensure appropriate alterations to the exterior of the structure. Overall, the proposed changes protect the historic integrity of the existing structure and its environment by allowing modernization of the structure with durable materials. Pursuant to LDR Section 4.5.1(E)(2)(c)(2)—Minor Development. The subject application is considered "Minor Development" as it involves modification to an existing non-contributing structure in the OSSHD district which is subject to CBD regulations. Pursuant to LDR Section 4.5.1(E)(7) - 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 8 E.Atlantic Avenue;COA and Class II 2018-042 Page 4 of 6 property shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this Section with regard to height, width, mass, scale, façade, openings, rhythm, material, color, texture, roof shape, direction, and other criteria set forth elsewhere in Section 4.5.1. Visual compatibility for minor and major development as referenced in Section 4.5.1(E)(2) shall be determined by utilizing criteria contained in (a)-(m). Visual compatibility for all development on individually designated properties outside the district shall be determined by comparison to other structures within the site. Applicable Visual Compatibility Standards (b) Front Facade Proportion: The front facade of each building or structure shall be visually compatible with and be in direct relationship to the width of the building and to the height of the front elevation of other existing structures and buildings within the subject historic district. (c) Proportion of Openings (Windows and Doors): The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (g) Relationship of Materials, Texture, and Color: The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (I) Architectural Style: All major and minor development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. The proposed exterior alterations to the non-contributing structure are appropriate and compatible with the Old School Square Historic Arts District (OSSHAD) and Central Business District (CBD) Architectural Design Guidelines. The new clear anodized aluminum storefront doors (folding glass wall panel system) on the front facade (North) will not modify the existing proportion of openings. The existing fencing and patio entry door will be replaced with a new horizontal aluminum railing on the front facade (North) that will match the color of the clear anodized aluminum doors. A new canopy painted in Sherwin Williams "Grays Harbor" will be installed on the front façade (North). These changes will not substantially alter the existing front façade proportion of the structure. On the West elevation, the new clear anodized aluminum storefront doors (folding glass wall panel system) will require the installation of larger openings than the existing doors. These changes are visually compatible to other restaurants on East Atlantic Avenue that maximize visibility with large windows and glass panel doors. A new white, aluminum, pergola with retractable fabric shade covering and light gray awning is proposed over a portion of the existing outdoor dining area on the West elevation. Also, a new cabana is proposed in the outdoor area on the West side of the property. The paint pattern of the building exterior will include Sherwin Williams "Grays Harbor" and Sherwin Williams "Real Red" exterior walls and Sherwin Williams "Greek Villa" wall trim. The installation of an 8' wood fence on the South side of the outdoor dining area is also proposed. The relationship of the materials, texture, and color contribute to the"Old Delray Beach"feeling and atmosphere of the Old School Square Historic Arts District (OSSHAD). The proposal creates a cohesive design by introducing only one architectural style. The proposal meets the intent of the review criteria above; thus, positive findings are made with respect to the sections indicated above. 8 E.Atlantic Avenue;COA and Class II 2018-042 Page 5 of 6 REVIEW BY OTHERS The Downtown Development Authority(DDA) reviewed and approved the request at its meeting on March 12, 2018. ALTERNATIVE ACTIONS A. Continue with direction. B. Approve the Class II Site Plan Modification, Landscape Plan, Elevations and Certificate of Appropriateness (2018-042) for the property located at 8 East Atlantic Avenue, Old School Square Historic Arts 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(G)(5), 2.4.5(H)(5), 2.4.5(1)(5), 2.4.6(H)(5), and 4.5.1(E)(7). C. Deny the Class II Site Plan Modification, Landscape Plan, Elevations and Certificate of Appropriateness (2018-042) for the property located at 8 East Atlantic Avenue, Old School Square Historic Arts District by finding that the request and approval thereof is inconsistent with the Comprehensive Plan and does not meet the criteria set forth in LDR Sections 2.4.5(G)(5), 2.4.5(H)(5), 2.4.5(I)(5), 2.4.6(H)(5), and 4.5.1(E)(7). RECOMMENDATION Site Plan and COA Approve the Class II Site Plan Modification and COA(2018-042) for 8 East Atlantic Avenue, Old School Square Historic Arts District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations Sections 2.4.5(G)(5)and 2.4.6(H)(5). Landscape Plan Approve the Landscape Plan for 8 East Atlantic Avenue, Old School Square Historic Arts District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations Sections 2.4.5(H)(5). Architectural Elevations Approve the Architectural Elevations for 8 East Atlantic Avenue, Old School Square Historic Arts District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations Sections 2.4.5(1)(5)and 4.5.1(E)(7). NOTES: If the COA is approved, the following must be addressed prior to certification: 1. That the site data table be revised to show the required building height maximum and include the number of seats that is proposed; 2. That the center line dimensions of East Atlantic Avenue be revised to show the same measurement on the existing and proposed site plan; 3. That the elevations include height dimensions for the new pergola and outdoor storage areas; 4. That the elevations indicate the material of the new cabana; and, 5. That the new roof top units be relocated 10 feet from the roof edge, or guardrail/shielding be installed. 8 E.Atlantic Avenue;COA and Class II 2018-042 Page 6 of 6 Attachments: • Site Plan/Floor Plan • Elevations • Landscape Plan • Photometric Plan • Survey Report Prepared by:Abraham Fogel, Assistant Planner and Michelle Hoyland, Principal Planner 1 PROJECRT: Ti 2 ' 7 oicialai 8 EAST ATLANTIC AVENUE, DELRAY BEACH, FL 33444 Mf AR 2 20l8 y}_NOf r:. ,`. - ._ OWNER: -��. . _.Tin Roof DelRay Beach , LLC _ , ..._ . , . , i,,7„.7-..---''.'Ait, Xr rl Profesaioal Seal: s , P } �, OF F<p ai l cz NAv71 �'t1^(8 U N 0 AR-0014240-A� .p 1 4'6'ED ARG /( ne Lawrence Group Arc'alecrs et St Lace.;n< 1 7 Cerebrate o1 Authority Number 000514 Da N \ vid it vid °hanso Anb eut,FL License-A9-031,2,0 The Prolassionsi Arctilecca seal affixedto this sheet appFee only to the mlelsal this a a,d ones shown f on s aheet AA drawings.i ale a rto utun osier c rn,1 b. not eA Aog me seal shall not be considered oeretl prepared by this architect and thin architectngssa expressly dsria'vns try one al rea ponaWey Ur sock plans.drawings«documents n e� p tie seat LAWRENcc//,vnCONTACTs LIST OF DRAWINGS LOCATION PLANGROUP -- L S „ U Owner: Tin Roof DelRay Beach, LLC A 001 Cover Sheet �_ ,„Mw,c m °` 1610 17th Avenue South A-100 Floor Plans ° "==Project ,�f` ! Nashville,TN 37212 A-101 Composite Overlay cc �, f ~ f Client Phone Client Fax A 102 Life Safety Plans "r�::� 0 1 Structural McComas Engineering,Inc. o 0 ! = :.... o \ 1717 E 116th Street#200 A-103 Landscape Composite Overlaycr Carmel, IN 46032 A-401 North Elevations 4\ 317-249-4786 317-580-0402 A-402 South Elevations a Austin Charlotte New York St. Louis MEP G&W Engineers his Mill Hill Road A-403 West Elevationsas � Q EE O. Bloomsdale,MO 63627 A 703 Landscape Details z Lawrence Group 314-737-4217 314-469-5420 x 319 N 4th Street,Suite 1000 Food Service Singer Equipment Company E-403 Site Lighting-Photometric Calculations '� St. Louis, MO 63102 180 Heller Place °" "'. U E 404 Site Lighting-Light Features 9_ E p314.231.5700 Bellmawr,NJ 08031 855-559-4150 856-559-4199 TM`°�"g"°'°�'°""°°"�'e a � � �� 314.231.0816 **CAC pm*t ally.a s, no be loaned.copo prodrc. or rae t n whoa a n part or ice arty s Lighting AAA Sign Me Up SU 18 0356 Site Survey purpose or project without ha widen consent a thearchitect No. Description ore Consultant 2210 Dunn Avenue Q, 615-255-3825in AudioNisual SPL c� 6301 Benjamin Road,Suite 101 m Tampa,FL 33634 ID __ & 866-708-5034 m z t U Q1259 1/ p-001 L 0 3/21/2018 . I t I LAWRENOE/ s ,' - REMOVAL OF EXISTING FINISH MATERIALS,PARTIAL DEMO OF EXISTING OPENINGS TO G RO O P ACCOMMODATE S,UGHT ACCORDION STOREFRONTFINISES,SY AND I TDE IOR, EN EXTERIORAION. /� ® RAILINGS,LIGHT FIXTURES,BUILDING FINISHES,AND INTERIOR RENOVATION.ALL / 4 a a ' WORK TO OCCUR WITHIN EXISTING AND VESTED BUILDING AND SITE FOOTPRINT. • LEGAL DESCRIPTION Rum Charlotte Nea ran St Inas e aa? 9 _ THE WEST 26 FEET OF LOT 4,EXCEPT THE SOUTH 14 FEET THEREOF,AND ALL OF LOT fie' LawrenCe •ae•_p,eu,e„en ®„K�A. 5,MCGINLEY&GOSMANS SUBDIVISION OF BLOCK 69,DELRAY BEACH,ACCORDING C«aee.n Museum Z.*;`µ,: p314915700St Lail,110 102 a e 0°ae a'. a TO THE PLAY THEREOF,RECORDED IN PLAT BOOK 2,PAGE 43,PUBIC RECORDS OF 1314231.0816 PALM BEACH COUNTY,FLORIDA. cye°r.¢ a nee apemk 4„eax Structural MCCOmm Engineering,Inc. a 0 HISTORIC INFORMATION nnEttetn Street xzoa ...:3�c.•: Iklsa•Anane,-.. Cannel,IN 46032 !dean. s -NON CONTRIBUTING BUILDING Carme94786 Pk as bevi_iii, ,u - _ - -TWO STORY MASONRY VERNACULAR BUILDING CONSTRUCTED IN 1950. 317-580-0402 - MEP G&W Engineers M pee;.a.usi., - - [i 92 kW Hill Road n1�Ccweaws. _ _ &°m,5dale,MO 63627 \ �`e4 -- 3t4737-4217 314-499-5420 nmm` r.a.� `' FOod Singer Equipment Company 180 Heller Place .......... ' `� `� `�i \/ .., _e ,... _ Service 855-5544554415(1Bellynawr.NJ 08031 •_ . SOB.. .' .,' B 956559-4199 Gvil Consultant Cornpany �� '*WO b191 �'� SITE SITE DATA Consultant:a ZONING Consulter*4 Mona PI LOCATION MAP2 Consultant,Fr lt•uaaS.. 8 O. \N.: �* LAN0.USE DESIGNATION: 0U(OTHER MIXED USES 1= i ,L,� ,f� �\ _--_.- _.._.. _._--____-- EXISTING USE: RESTAURANT Of F�O� n �, - ; `�,- \ LOT AREA: 9,773 SF �P4 DAM W. PATIO !.•-<:• !�) ► \ BUILDINGAAEACALCULATION /C EXISTING GROUND FLOOR AREA: 2,580 SF AIR �Q5 280. —i71 PROPOSED GROUND FLOOR AREA: 2,580 SF i STORA1 1I II TOTAL AREA AT GROUND FLOOR: 2,580 SF FRED Fs‘: GE 'mil I1 . , r.. 1,� -f 71 +�•...II 0 113 ✓-,�11{.,-c� S•-F-. I - --- L: �. {..< _\- ] !!�,� EXISTING SECOND FLOOR AREA: 309 SF NW*: 8rf CABANA IIRAN <'�--"j!t�II�_• -`"'k---- : j tl�f 1 PROPOSED SECOND FLOOR AREA: 249 SF k SEATINQ <%� I,` I t - i.l 0 O TOTAL COMBINED FLOOR AREA: 2,802 SF + -{��3� SITE AREA CALCULATIONLL J • �" „ ° Mm 2 q1 a�' -,r la `:r% • ' / ` BUILDING FOOTPRINT: 2,692 SF 28%OF SITE _ =1:*� O 1 -`� `?-y .•1.1 ' I' - _ PATIO AREA: 2,642 SF 27%OF SITE U iv, �. STORAGE �� 4 .r, �7g17 i VED/PARKiNG LANDSCAPE EAREA: 934 SF 10%OF SITE W _ \ T- -. _ 3,505 SF 35%OF SITE COa 111N ` S .I_ CCp SERVICE 1� 100 ! L OFFICE _ TOTAL AREA: 9,773SF 100%OFSfTE Q 1 it EA 1 2pt i 108- 9 225 SF SITE NOTE ITEMS: J W /'� 3 Y, - �102 ' H 1.ALL EXISTING PARKING TO REMAIN. Q 2.DUMPSTER AREA REMAINS IN CURRENT LOCATION. kuf o W t_ ��- t t BUILDING SET BACKS: Z 9 :)(2- ' �� t REQUIRED: EXISTING: PROPOSED: ^� •_ H \\ NORTH SIDE(FRONT): 1d�MIN.15'-0'MAX. 1d-0' 1d-0' U W •A, • �..�` �® i WEST SIDE: 0,-0, d-0' 0'-0• ciL7 � Q J EAST'SIDE: d-0' 1l KITCHEN.. ME01(�1WONI d-0' 0'-0' 163 Tro4 SOUTH SIDE(BACK): 1d-0 95 107 �; .._ °1 O `H \�� i `ALL EXISTING SETBACKS TO REMAIN. Z A4m z BUILDING HEIGHT: p JANITQ PTO t ` REQUIRED: EXISTING: PROPOSED: I- �"• 1 t • \ HEIGHT: N/A 18'-8' 18'-8' 0 Q IiS N • H I\�\\\\\\\ ► ` ` ( FLOORS: N/A 2 2 W I t�1/ `. --I EXISTING � i t CIVIC OPEN SPACE: O Q '� (172)1 5 Tr j TRASH '"�t4'�ri i F y1n 106 1-`!� ' n b i ‘ \ REQUIRED: EXISTING: PROPOSED: CL i___`' "� CO CO �.I��'li� 1.:; I SfTESMALLER THAN 0% 0% I)96 ' PARKING q Qt�/i;` = 20,000 SF. The>awn Architects e�emeaman.ae LOT 'I• '\ � •:i i apples o,y mans as items eno,.n«n,u O I1:1S, - r -- sheet a o. �v,ax.,tea oe a',�a mMn • PERVIOUS/IMPERVIOUS II.. 6 7 8 eoeeaavr REQUIRED: EXISTING: PROPOSED: 'epa�er�wacaal.a,aa„�� II da" 3 �l;G�!S I \ .!, PERVIOUS: SEE NOTE BELOW 933 SF 10% 933 SF 10% Thisthis �,•-v / ( ) ( ) a++:na,aaa�.maaarlea°earapnyatme nay be mai b the spook Rawc.v.e •;�,4 r IMPERVIOUS: SEE NOTE BELOW 6,147 SF(90%) 6147 SF(90%) nos and mgeo«t.p w ea m awe«w 2 �\4:. of teeny aewpupme«prged without the u.iam ;. y� I *4.6.1603)(4)TO ANY MODIFICATION TO EXISTING DEVELOPMENT WHICH RESULTS IN AN °°`wf a1°ea°;°"' l`IA i i INCREASE OF 25%IN THE GRORS FLOOR AREA OF THE STRUCTURE,OR STRUCTURES, No. Description Date ��L SITUATED ON THE SITE.IN SUCH CASES THE ENTIRE SITE SHALL BE UPGRADED TO • ~ \ _ s - PRESENT LANDSCAPE STANDARDS.(AMD.ORD.22-95 5/21/96) I'f":r O `\\`1 1`1,/I► r qiu Ir • PARKING CALCULATIONS PARKING: la EXISTING: PROPOSED: — — — RATTED A.e.mow OFwAv — — — — — STANDARD SPACES: fi 6 M COMPACTED SPACES ON SITE: 2 2 Siva Yen ...i____..---; r � HANDICAP SPACES ON SITE: 1 1 �� TOTAL: 9 9 Floor Plans *ALL EXISTING PARKING TO REMAIN. NOW Kerb: 01759 1 OVERALL FIRST FLOOR PLAN 2 PARTIAL SECOND FLOOR PLAN Draw Br. A. A-100 3/32'=1'-0" aE Caw lox I - - .- - 11321/2019 . _ __ _ ______._ _. _ __ _ _ I .. _ :7�=�� 1 L NI . L .;! '!1� Fa✓ '�- . /usYi C1N1P:e New Yak Si WAS s.MANED EAST rn.rnc.ar.a -.- ea nwnEn EAST•ne.rn0 uc.u. Df6eE: La.raiee Gag • E — — — Lan,W 63102 p 3142315200 1 314Zf1.0816 rI8 `-' b Structural McComas Engneerng,Inc. 1717E 116N Street f200 - _ -_ _ - _ - _ _ I Cannel.W 4E032 �—sraulStrw.a.c—� NAIL.. —/gre......, I 317 2 0-04p ��►• ��►. ow‘ MEP GAW Engineers 0. 314-737-1217 Asili —gill ` „` AEI ^I „` „` P. „` 5°E1"'x /` kWt Food Singer 780 HefI314-46sg P�-e terry .w0 .w b raw warn E:vasa 856-5594199 [ 2H - _.. - - AN I'- r8.1 aw v�o^rwo o I CeN ConsultantCompany ass o yei \I --- Ib I ��•` _I� ._ ---.. _.--`� �: P 40'ty,State DP 'S. `t l Ib• raamoro L �♦ ��-- \ �.`.�.� 1',��• `Ib Esau ..� I ��' Consultant Plprr 'S. our.,rw000rur Fero. I' D1fp1' i ��' Irrss b C L Consultant•Fax _ 01050E IMO I f ,1" ir ce.ovT wmvcx \\` eEOa cr 0,a.ro u.mmEE > r�I , , i0ro.ars.t ��.�� E ,.2 vim: L_ • OF:47,p MAIN PATIO -.• • I aursne.:ro' or ,,. - • \�� '� �QQ Atli o I �w•.. " 1 PATIO �'•ai ® 1- -,` 1 TORAGE 109 `.`^II _� i... I ;.r_ _ I- '��. f- �� 1t3 �_ n _la �8 c3m •OKBR6PATI0 it DINING .i.� II II '.. l:-.� 6 M-IN BA:". s OQ`42 �� 105 - II .J - 'lot II � CABANA c:-? FRfD ARC �p-� ' 1 Irq.aT•c 5 e.a15111.10 10.r.m 0: I d I — SEATING s If .\ f"1 m 128 BA' i it.�� t% `-t - ❑ ❑ 0 \Oz .ail C �-i fJ I f:'' I M 1� =i_ � U- I STORAGE .aw.. „- - _ _I 717 110 '' "`l ❑ ❑ i l 1 sE.. .a MAIN I DINING • U g ,A 00�� J `'7� `r•. .�-` SERVICE-AREA 1 m RI_ �` �� / , -- i 1 — \\\4 .`•�, -� _J� STAGE ' } I`► y\ . IIIL & 00011010 MO 0 4a. s Nell =-� \1,.4 FOOD KITCHEN" _ — ��'\ "_ ,„ , , ,,,,,1‘,.,. W )� Q4 • �.\"`�.� I.I-_ t. 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Vil}+� ��',_ CODE,2015 EDITION /� -FLORIDA SPECIFIC NFPA 101,LIFE SAFETY CODE,2015 EDITION / Acsat Chaps New vox SC Lola OfYr. taeene Craw 3Iouk MO 63102 p 31/2319703 1 311231.0316 IS RyoGMac Structural McComas Engine in0.41c. 1717E 116th Street*200 p& Carmel,IN46632 s 249-{786 ri 317-680-0e02 Q_ MEP G&W Engineers 5 92 ALI Fill Road g Bloomodale,MO 63627 314-737-4217 e 314-469-5420 A Food &Wet Equipment Company Service 180 Haler Place SoOma.,..N3 08031 855-559-4150 856-559-4199 Chi Conwkam 4 Company COn1o0aW 4 Address Consultant 4oI4 Qy,State LP SX. Consultant 4 Phone 1,ir anuo-iaiks vovc nw.o Consultant 4 Fax —>�� >s.rJ� I -� f \�I�_ - . . - SAFpE ff��\� rF` I I �9 I 4. Y \\\\jI;069I 12�SC �� o NI1' ..... j' I �\ I T I '✓-`f �—�� kIi - ' PATIO�� ._ -ii _ k ` .. rEc � o ..,_�,d il r_� v'-.,I I I I {- air t • 1 cLLL- I 1 't011 \\ L • �.BANi.ii1A1SppEATING 1 -` ^ '•III �.V_.,', •� �7 \� / l�. 17�SF \ ll< < C-)I I I I h < 1;.•CC. MO,a,.a.. \` II J n ., d,.--.y III .1 1p � ` \ / / \\ ` I I MAIN DINING Arta+ �� / _ STORAGE Fr_ { — — -n - - - �� -_-1),I' 91U j \\ 11 `— — — — 'x_* I F.•-�620CC. \IN �\ W �a _-, 1475E I I r i I , 1r . 1 OCC I 11 SERVICE AREA 1 I,b-r OPEN TO BLOW m CC / • LLI ll � / I \I I \t 1 h � �' .%.\ / \\� - , �'i �7 16SFi ,v • z_Z� u KITCHEN. I I , 1,1 J 7 Ra `,: Q w7ore¢owI _ ` I of� ) WOMENS : ® U� 7�► J- I ) MEN5176pSF /fS W ® Z • 0 CC a.-v uev�=s o4a5oa ry-aswc c _ r. . O0 l --- ----- I i.�.FI 1 wasF I►1111 C I- TESS Qa I N V— II v.� 000ns ao - W • �ure�aar �RISTING TRASFI r41F .1, CC F...'✓1665E !,! r ,- • The PrdessaW NUu.Rs Seal affixed beaNat Vr F\II, � ' / ' I Ilk laybekpmt Nanon . Noxt AI GsurJi.Insartee:cc(SW 0aaaa Pus al YW(M tie arWFYd ^_. prepack by A"-+''ril ------- -- -�=7 \ .t „', aCutrea�mmrytemsdkrCMs ank prglp..),, '• �' y baneaarc.m,ca.bw�nauwn. ry w tram�,.r Pan...a Vtiaa aan..aun consort of PrakInkl. k\\\; '<fir''''./ -�„�i' --i Dace '.= SMrit: Life Safety Plans Po:Was s.a turnsm 1 OVERALL FIRST FLOOR LIFE SAFETY PLAN 21 SECOND FLOOR LIFE SAFETY PLAN Copy 1 a175s Author A-102 A-102 3/32'=1'-0' A-102 l 3/32'=1'-0' a.e p. I , _ 032172018 . I I I �;' REfi\cc'v 1 :.r.a - �l' .�" �I• r. . keen Charters NarY«k&L EAST ARAM.Met. Mee Laurence Gems E — — St.Laois,lq 63102 p 314231S700 1314231.01316 8 Ngtl 14aa 1717E 116,h Street a200 L \ - . . ._ - SIIU^6aal McComas Ergvraereq,Inc.® �—PAWL.' .:1 Ca..:1,IN 46332 �—.MAJ.a —1 317-249 4786 ;tyd��1. 317-Stun C • ....Oa .,= `I� AM IN. Mr...„ AM.. MEP ea2i woamle,Leo 63627 .'` „` . I 9oAvux \\Iio rn-s roro>w �,_ 31*4�635120 y. ..., CO °esr.,aaoawux roes TO _rfww.eo uaaa.ews.n.. . /�� ' Leo,.saarsm �` Mot �'` Food Singer Equip...Nit Company T� a aan„r�•o - 2 �ossr.c s..uea TO ROW. - ,�as.memo .07Of .. Service ,eo Healer Place Bellmaar,NJ FENCE 00 NOT DSO.OUR. t 4 Company \ \ '?.- '. \ m rauucm.oc BSSSSg415008031 a \ I I 1: s•\--•��a� p C� i199 Consultant 4 Address SLI'. Ni, < „-, .�� Consultant 4 Cty,Stale 7JP � '-- PATIO I ...;,__,,,,, IL � ‘_ -- Caruitant4 Prone $ r—;\ c,u,...rr 1D9 I .\,> N4nanes.\4.141. Carsuuarat FuIF c«aa...-ttas.aravMAIN PATIO - ra°uva o>,�uoFrobacral Sea ,_ ./ �� II OKBRGPATIO cr STATAGER THEE g �: ABAN ■ \is\L\ Iki, ..I\\\\\\. • • i \ 171 E 1-----o -I I CGS�Le svnFPAW mats t I i5 r,�saa�ss.arsy� 1 I ,L•` ,isti STORAGE o 2 L. _ .� <\. _I ,1rl_I Ir I I \1117��` 171 _ 1005000 waas ro�rwaaax�ue �` sets.-Li1.:r: W , ‘41 6 L\ss\ 6J • �\ roFu�,.a. I MAIN DINING . _ g ��Ili' TO 1�� — ., ```''-- ,00 �� Q �� i. 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A4az Tap - O) V- a ' ��\ �� ,tiw PIA cC d U.1 co NCO Il,If1. \ PARKING LOT a ►__ Tile Prul ard.rda seal eared m Mu Whet ansrac...wao TO�.w a J\/'� I ; �• nor�adrav tea seal realm be mow.rea �yj1 4 P wren file au rd.ua and w acorn.. i,,��. 1 .;:m:,,,<o..,rwraxOLM 3 /� . c u ryrwyrac«..aye II INVIt II►/I� - -— - - �13�, 4 meda..rgamaetasmnrem.enePraorlydme iu4 'I ^f w Leal b or worst prpea mr.0 �'` le3'�/ "�'mbloa+w.ma.l«rayoaceaneroll«prr.�I►_. 1 � ——— Na OesalPSoo Data 'Mr EGSTING TIT BOA TO POO. roar"°"an'ou 110.�i 7 loP4 Of Y.O.MO TO ligir IIIII.-HI WW1. o WAY 16 PLATTED,ayyvrlCae Of VW Landscape Composite **SEE SHEET A-703 FOR ADDmONAL PLANTING INFORMATION. Overlay 1 EXISTING OVERALL LANDSCAPE PLAN 21 PROPOSED OVERALL LANDSCAPE PLAN °."� Isar Orp.: Li A-103 A-103 I 1"=10'-0• A-103 1•=10'-0• 03121/2018 I •� I - LA F.: v V/ ,�3\ �Lli`` j NAM 0rancEa liar York St bars Cate: Laurence Croup St Luis,MO 63102 `C - p 311231.5703 E 1311231.016 8 P.8 Tam Papa Ta Structural McComas Enpnaarig,Inc. 1717E 11131 Street•200 5 Carmni,IN 46032 9-4786 2 317-58 MEP G&W Engineers 82 MA Lill Road p BloonWale,MO 63627 E. 314-737-4217 314.169.5420 la Food Singer Equipment Company t Service 180 Heller Place 0earna..NJ 08031 855-559-4150 i. 856-559-199 Cial Coraukalt4 Conparry Conuttai 4 Address CmuaUrt 4 City,Sista ZIP Coneuttant 4 Phone -, Con:titan(4Faa i 0. Pptramabc: e - F�0 P� P I DAVID W. <a 0 I 0 AR-0014240',� s FfaED PRG I E' aa aaoaWs R,,.arae 6 MST .. .cway. Level3 8 — — — — — — - — — — — — — — — — — — — \ — 117-8' ..J LL ' •aI a — U - - 1 ll II II II I >- i' IL LLI e _-v ri • �L �4 _�4• ► h w z�.�y � t --rl - E ,WG.,nO��. nay \ p Level'IV Z LI PnsTea 00raararm 100'-0' Q W MST.O6'QlI OanET ousrr., EiSre......G id. sa.uaz`sleet . \._11d3a-nno WAY EL < """ msnawo00F... ® V �mmUpnr srnucrEa:•:anaurs�PsroCC E..WG DOOR TO MTFAGO U ST L7 Z Z LLI 1 I EXISTING NORTH ELEVATION a CC g A-401 13/16'=1'-0' 0 Q III w c I— tt d- W CO a CO CO ooslo.G.,L0000 TN Roless«ul Maple.seal dead 10 ties we nEw lei ROOF SGwcE On IOP Of 0100 nepnD0.v5 NBaav©Gw shoo++«W la cr ma.w and tams shawl al ns shoot Al ng Incas it shall of e suer dooarad as n l.1 An'Ii nel aml by s awl shall and a arch*.W prpGapa 6Y Ms arNWi W ma aaWa expressly any and al rasponabdzy kY Level 3 $ucn plant as in9a«eoo menu rw eav6arq Ns..al. — — — — — — — — — — — — — 11T-8' flat aaang and alaaemaae as eaa propeMaus r— \ \ shad not arer�bLard lot rap,odnacc«npamn.It a 1• raw WOm moon arehl t b loaned.ayOwpee«nprodnd.t.mi.cny ebeee 0,pat purposo Ot prCiect wepa w anen cone.of Ma aahlact 7 ,' IT. A �GG �__ No. Desuipocn Date LFA1L_ ��t ft' 7 L_evel2 f4 —LAN E —#MLL$-I-C J O 1-N 100'•01/2' O71siRi� E t . • s . _\� \ K.:�.• rMif 1 1 Ril1■ac i i�= a�a■� oiw!liAlfiellilllMii� \� :�:5'!1 •a_.;_ ._i�iT+�fSSccI. . -..• sm 'sas:ai�� ___- A ." _ a:: — — Level 1 r r 10 \ Ce1OPTAND T. IWrm Perna nK ata,c.«aa sew EWE.PaTnwnAa®aca TO WTp1. aEw s.aTmt NAcaawuLWoe ABtE siOnan nT e0.1.1A00OF EK North 57.5 AG OOOe TO WRA. Elevations Nod Nan. Staal Nat. 2 I PROPOSED NORTH ELEVATION 01759 < °0 A 401 A-401 I 3l16'=1'-0' 4* O ksa odic. 0321/201/3 1 • • • u O \/ 71\Mar Chances Nos Yak Se limas 0ka: la+rerce Gay Slags,MO 63102 E p 3142315703 8 f 314231.0616 Pqd Te. re Structural MCComas Engineering,nc. 1717E 116th Street#203 Carmel,IN 86032 317-2494788 317-5600402 MEP GEM Engineers 92 Mill has Road c Bloonsdale,MO 63627 314-737-4217 314-469-5420 Food Sneer Equipment Company Service 180 Haler Place LI Belknaavt.W 08031 855-5594150 i. 855-S594199 Golf CusuPart4 Company Consultant 4 Address I Corsuaa t 4 Ciy,986.ZP I Cornubiot 4 Phone Consultant 4 Faz Orr F� 1 F. `P. -DawD w.��"Q\ IT§ia /i, i o cart 2-1 .18; c1 , AR-DC 14240'y., s . . s.ae oPTO srFRfD FRG' su'a'a5x ions P4dT4 gs \ n �7 ES G W vaa5 8 I - - - - - - E�TP,�Ga4ar - - - - \ - - - - - Level -- -�'-'� Eesn.car .� cow - -� n 11T-8" -II .awzu..v+—\\ U v m r \ j 1 • --- LQ :r1LU _ t U { _ •t \ _ _ -,- \ Level 1 EASTNG 1rcESIM srErus EvsT.c,axsaEo ucatw LU J L EXIST.rc�ss rns,.c s.wsx»o 100 0" z Z ossr..e aaar�aMT ezm cow / .5 tramac ESISTNc umco ANC.5 SITE noz uwnuoac`m \ o�,•-<�nn a 6i 1 ossTwc GM msr msr.c Trws,h �r1.51.GELS MOSK„a �-� a 0 Cn ® Z .1 r.vac PAINT TO 2 EXISTING SOUTH ELEVATION .......... UJ A-402 3/16"=1.-0" U Q P,�waowTwanS LU d cO co co TM Pro esswul MUs1 1k seal a5aed h Yu Mel starnenis or other door.. C Cry ie.10 5.0 E%onaG fra+sR LEVEL OFa0. TO ape s any lo Qr manna!and 11.5 diem on Pas El�iPfi WOO. ease Al \r� - natotsbtr9G,iisssseaa considered a J _Leve13 prepare]by Pna aar.a as Pa:arc.. \v n r- //J �f 11TT a way eras �orwm vo, Tics errand a.may deans wit are sp cd FrP.tl he aealaM mryMusc cost I. saiGP9aslci P shall ma W honed,died aaproduced.N WM a Pal. Or as aNdMt Wppaa a V4e�riYnf Pw Wu� �---� { - \ consent a Pre aaa„rt No. Desaptiw pave \\\:: .. Le\_ AVVV\ , r_ A Levelt '\ T. .0 reerEa nP�cow rTsao msrneEMT.PC acsruerm+Ess sow sans' .c"O''1eFO w�sPw n.rhea w. SMITec aPrsraao..sn xaxen TO r��a� �T�." 5NO5..55 a SCOMEPO;wEa� South a.nthaaa 1 I PROPOSED SOUTH ELEVATION Elevations A-402 13/16"=1'-0" Ph... Sleet Wm: 01759 Dam EV ez A®40 I I 03212018 'r'a 5=`: p p Gs it . Lit)741j.' \ Ausf 1 Owloce New Yak St.Los \ • 01e: La..Croup is St Itaac,MO 63102 p 314211-5700 3 13142314616 8 Rsl YTeart Strucural McComas Engineerng,Inc. 1717E 116N$beef*200 Carmel.IN 46032 317-5800402 317-249-4786 p MEP 06.W Engineers e 82 Mil 116 Road Bloornsdale.MO 63627 a 314-737-4217 314469-5420 Food Singer Equipment Comwry a` Senile 180 Heiler Place Berman,Nl 06031 855559-4150 856-559-4190 I. Civil Consultant 4 Company ! . Consultant 4 Mans 1 Consonant 4 Cry,State ZIP I Como:wt 4 Phone 9 Consultant 4 Fos ' —�°� Pralero.a6eat 4ID 2-1Z-.=18'. -3 1 sarPE,a.ra AFi'—OQ14240 y\ o�o.`rswurroff UCOSTING NITS roaP TOP s • 47 Et�G�Ea1ar S.D. LEVEL °'° FR£D A �� car a Esur..c ra nno vvao..s Ens,..cPmacrw vt w orn.a a,E ttwrm / 5 n n koala.. — _ _ — — — — _F— _ _ — — — ul — — — — — — — — — — - — _ — 8 I il Level 3 Esns , �� I 117-8' I ti Evsrac snE war.' O Cw EGRESS OO l I� F Eoseaorw7. 1 \' YS"rE�Grcr OEr1 CC. PROJECT SCOPE. 0 .-----------"-----:: =.ate — { �'':''•'•'•''•'❖ } �� oc‘,,,,, '\C\ ,. w E»s / � Level 1 a uo's;w cusnac..oPrua cause.., Esaac Pam y.w e.a °cassraENI OPE..Four voE _TREES..a r C.O.C. 1017 O W I .GE,EA.. s H.EASING FENCE ®Ensrra xosEEnar 11. � Q U 1 EXISTING WEST ELEVATION °�" " "�"` 0 ® z A-403 3/16'=1'-0' W 0 CC L.LU Q 4 EASING vat rtOOnvav�OrG oo0 ornooi TO vio / ysrs TOP TM ProlsawW Molsteafs sea&Irma to Pia sheet applws coy ea Pr maWial and tares Noon at Pas sneak N draairpc ksatsnanct or dens dooms. not eateteav 111“sat Nail not be conenered Il rr(n� prepared 6y Pas rustR end Pes rUW3 9onw.y dada..erry and el rvspudb:ry br —Level etat 'n. a d dr '°rdo� aT" .r.rg _ _ — tee sea/ _ — — — — 117-8' moan ECPEssonr FM. Ttu treeing and aemr ondare On sae property dPr r-- ewnPr,o unra Edus,wG rd.reane may bebead tor Oaf aper.Bc awes ary.a Exs,aG o..e sect _ EEt�oP.ctrcErEr snail m a bard,=nod a<repr,daced,In mina or pan. n _ I-I Peak.—SNOT E" domain om otlMr °r aweuw+lrui Pr.siPr� :\ �Q�II 1 :-.1 U \/ No. Desaip;on Date :, ' .*i w.: :el Level 2 MEIN " • aworan Lfit II I t__se_ _ ' I s �� Level 1 / 100-0' mom RD..west raw G.nO>yara CAUNa Elm'rwc,tFEe MO sNses,G Ex¢,.a SnE UGnnc Sett Tar: Exurw seireEnea doe sPon Eoa.*.AC4E. r.EwEaTnt:r.aEE.aac NEW Pew Toua...n r•,r 50.4 vOM.. 4Ei IXTISE "� West Elevations 21 PROPOSED WEST ELEVATION Neat Manor 9ea" eine A-403 I 3/16'=1,0' D7759 B Ae403 - 03212018 . I - I - .. - _ _._ , - _ --..__-. _-----'--- -._ -. _._. . I 1 r�f5- �v � PLANTING NOTES Lr 3'SHREDDED BARK MULCH ��!'ji.",Rr._ 1.SCOPE OF WORK-THE CONTRACTOR IS RESPONSIBLE FOR PLANTING AND INSTALLING ALL ITEMS SHOWN ON j;t . ' F;, IN MCHS PLANTINGS THE PLANS.PLANTING SHALL NOT PROCEED WITH OUT ARCHITECTS APPROVAL OF LOCATIONS.• /� MULCH ENTIRE AREA / • /.• AROUND SHRUB MASS, 2.EXISTING UTILITIES-PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES,CONTRACTOR SHALL !/(( O� FOR INDIVIDUAL SHRUBS LINE OF ROOTBALL NOTIFY LOCAL UTILITY LOCATION SERVICE TO IDENTIFY ANY UNDERGROUND UTILITIES.CONTRACTOR SHALL • PROVIDE 3'HIGH SOIL NOTIFY THE ARCHITECT IMMEDIATELY OF POTENTIAL DISCREPANCIES OR OBSTACLES.REPAIR ANY DAMAGE DONE • BERM AROUND PLANTING EXCAVATION. TO EXISTING UTILITIES.CALL 1-800-DIG-RITE FOR UNDERGROUND UTILITY LOCATION TWO DAYS(2)PRIOR TO Awn aaanae New Yak SL Ions __ PIT. tLIII•ri- ROOTBALL EXCAVATION. Oran: tsumceGrap9'MIN.-H - 3Tnua.u0nto2E dJ.n� I dv - F' dc••nv PLANT SHRUB TOP OF 6'METAL T o3i�zit M__ _ •;•: v�A� FENCE STAKES3.PLANTING MIX-PLANTING MIX SHALL BE A 50/50 BLEND OF TOPSOIL AND COMPOST. 1 3uzn.oal69v�L-' i _ ROOTBALL LEVEL W/-III-III- .I ( I I I FINISH GRADE • ` 4.PLANTING BED-REMOVE EXISTING MATERIAL TO A DEPTH OF 6'AND REPLACE WITH THE SPECIFIED PLANTING fkpyr... g I-I I 1-I 1 I 1, - DECIDUOUS TREES UNDER MIX.ROTOTILL AREA TO A MINIMUM DEPTH OF 8'.DISPOSE OF EXCAVATED MATERIAL OFF SITE.ALLOW FOR &a ctsal McComas Enpineariq,inc. LOOSEN BURLAP FROM 21'CAL 2 STAKES,21'-31' 1717E 1 tun Street r2o3 i =III=III-- ;••:•'1I I I-III= TOP 1/3 OF ROOTBALL CAL.3 STAKES @ 120^APART SPECIFIED MULCH DEPTH.DO NOT ROTOTILL AROUND EXISTING TREES,TURN SOIL AND MIX BY HAND SHOVELW ® 494786 ulInlIu_ i i 1-I 1 I-I 1 1- ....1 I--1 I I-HIE 1 &ROLL BACK 5.WEED FABRIC-INSTALL 5 OZ WEED BARRIER FABRIC OVER ALL SHRUB AREAS AFTER SOIL PREPARATION 317- 46032 317-2 .n"n �'� 4'-MULCH RING(fYP.) WHERE INDICATED.FABRIC SHALL BE EQUAL TO DEWITT WEED BARRIER 12 YR.SECURE WITH ANCHOR PINS AND uEP caWfeBf 6• -I I-I I-I I-II I I=I I-III-I _ 92MaiHG Road 1-III-III-III-III-III-III-III- BACKFILL SOIL MIX OVERLAP EDGES BY 12'.AFTER PLANTING,COVER ALL FABRIC WITH SPECIFIED DEPTH OF MULCH. Bloomsdale,MD 63627 =III-1 I I-1 I I-III-III=III 314-737-e217 -III-,I,-I I,= 6.TREE PLANTING-EXCAVATE PIT SLIGHTLY SHALLOWER AND 2 TO 3 TIMES THE WIDTH OF THE ROOT BALL OR 314�Gssr2° e CONTAINER.FILL PIT WITH WATER AND ENSURE DRAINAGE WITHIN 24 HOURS.PRIOR TO PLANTING REMOVE Food ISRS K E rP1092 Company SECTION Servrx too HeJ✓er Puce • CONTAINER AND/OR WIRE BASKET AND/OR LOOSEN NYLON STRINGS AND BURLAP FROM TOP 1/3 OF ROOT BALL BeW1uw,rM 08031 CENTER TREE WITHIN PIT.BACKFILL WITH A BLEND OF EXCAVATED SOIL(FREE OF FIST SIZED STONES&LARGER) 85S554a199 m NOTES: • z,,,-- #12 GAUGE STEEL WIRE AND PLANTING MIX.WATER AND TAMP SOIL IN 6'LIFTS.INSERT ONE AGRIFORM FERTII I7FR TABLET PER CALIPER C. Con sultant 1.DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. ENCASED IN RUBBER HOSE INCH OF TREE.BACKFILL WITH SOIL UNTIL THE SURFACE IS LEVEL WITH THE SURROUNDING SURFACE AND THE Caul,aMra< ryasa 2.DO NOT DISTURB ROOT BALL WHEN PLANTING OR STAKING. AT TREE TRUNK OR ARBORISTS ..,.,.ae�, « TREE STRAP 3.WATER THOROUGHLY FOLLOWING PLANTING. Coma:tartCROWN OF THE PLANT IS AT FINISHED GRADE.BUILD-UP A UNIFORM 5'WATERING BASIN AROUND TREE WITH SOIL Phone NOT MULCH. Consulard4 Fax S Ramon E. 7.SHRUB PLANTING-SPACE PLANT MATERIAL AS SHOWN ON DRAWINGS AND ADJUST AS NEEDED PRIOR TO E 6 DECIDUOUS TREES UNDER DIGGING OPERATION.DIG SHRUB PIT TO THE SAME DEPTH AS ROOT RAI I AND TWO TIMES(2X)LARGER THAN THE SHRUB PLANTING 21'CAL.2 STAKES,21'-31' DIAMETER OF THE ROOT BALL BACKFILL WITH APPROPRIATE PLATING MIX AND WATER THOROUGHLY AFTER �� OF F�O"P CAL.3 STAKES @ 120"APART PLANTING.INSERT TWO(2)AGRIFORM TABLETS PER SHRUB PIT.CROWN OF ROOT BALL TO MATCH FINISHED AY- �AY- ()AVID " GRAD « E. 6'METAL T FENCE STAKES efr1 E 7' 5 12'MIN. 3'SHREDDED BARK MULCH IN 4'- 8.SHRUB&GROUNDCOVER PLANTING-SEE PLANTING BED PREPARATION.LAYOUT PLANT MATERIAL UNIFORMLY Tn a-)D„.'(g1 U a .POD- MULCH RING AROUND TREE AND USE TRIANGLE SPACING FOR MASS PLANTINGS.BACKFILL PLANT MATERIAL WITH PLANTING MIX.FERTII 17F P AR-0014240 _ AND WATER THOROUGHLY AFTER PLANTING. ST �� °3 I I I- -1 ;.: :i;:=1 1-III- / 'I 1 II I II I II _I I //\ = I I I I I 1 _ -APPLY ONE 'RED PRE a I-I =I •• ' - LEVEL W/FINISH GT TOP OF RADE ROOTBALL 9.NOT TO SCALE REC RECOMMENDATIONS AFTER NATAL PLANTING.APPLY AO OT STIMULATOR PER MANUFACTURERS NATURAL ORGANIC SLOW REI FASF GRANULE NITROGEN II _ _ • . II-1I1 I re 5 W000 1 :-1 -- I FERTII I7FR AS FOLLOWS:3 LBS.PER TREE,25 LBS./1000 S.F.IN TOP 5'OF PLANTING SOIL IN SHRUB AND WW°C MIDS 1-11{ 11- 11 I 11 12 .I- i I GROUNDCOVER BEDS. BRACING8 , FRAME 6'MIN. i I I I III-1 11-III-I I III- UNTIE 8 PULL BACK BURLAP STORAGE t I1 -III III-III-I I-III-I I - FROM TOP 1/3 OF ROOTBALL 10.MULCH-AFTER PLANTING,MULCH ALL PLANTING BEDS AND TREES WITH 3"MINIMUM DEPTH OF SHREDDED ` BEYOND HEAVY DUTY • 111 11-1 I 1-1 1 1-1 11-111-1 I BACKFILL SOIL MIX LEAF MULCH UNLESS NOTED OTHERWISE.ALLOW FOR 25%TO 30%COMPACTION.INSTALL MULCH FLUSH WITH -1U HINGES 'I III-III III-1 I I-1 1 1-1 ' COMPACTED SUBGRADE TOP OF CURB.SIDEWALK,OR EDGER.KEEP MULCH 4'AWAY FROM TREE TRUNK LL SECTION BACKFILL SOIL MIX 11.GUARANTEE-GUARANTEE ALL LABOR,MATERIAL,AND PLANTS(TREES,SHRUBS,PERENNIALS)FOR ONE YEAR U 1 I UPON COMPLETION AND FINAL ACCEPTANCE OF ALL WORK BY OWNER.REPLACE ALL DEAD AND UNHEALTHY LCNOTES: PLANT MATERIALS AND PLANT MATERIALS THAT HAVE PARTIALLY DIED WHERE SHAPE,SIZE OR SYMMETRY HAS s; I DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. BEEN DAMAGED.THIS GUARANTEE DOES NOT APPLY WHERE PLANT MATERIAL DIES,AFTER ACCEPTANCE OF Cao a 2.DO NOT DISTURB ROOT BALL WHEN PLANTING OR STAKING. WORK,DUE TO IMPROPER MAINTENANCE,HAIL,WIND,LIGHTNING,FIRE,FREF7F,DROUGHT,INSECT,DISEASE Q 3.WATER THOROUGHLY FOLLOWING PLANTING. DAMAGE,THEFT,FLOOD,OR VANDALISM. < J 31 INTERIOR ELEVATION-STORAGE 111 GATE 12.CLEAN-UP-ALL ROAD AND WALK SURFACES SHALL.BE KEPT CLEAR AND CLEAN OF MUD AND DEBRIS AT ALL LU A-703 13/8'=1'-0' TIMES.AT COMPLETION OF WORK REMOVE ALLTRASH,WASTE,AND EQUIPMENT.LEAVE THE SITE CLEAN. TREE PLANTING AND STAKING U; 13.TEMPORARY IRRIGATION-CONTRACTOR TO PROVIDE TEMPORARY IRRIGATION AT ALL TURF AND LANDSCAPED D AREAS NOT IRRIGATED WITH THE PERMANENT IRRIGATION SYSTEM.THE TEMPORARY SYSTEM SHALL REMAIN IN Z Z 4z4 PRESSURE TREATED OPERATION FOR NO LESS THAN 90 DAYS AND UNTIL TURF IS FULLY ESTABUSHED.ALL TEMPORARY COMPONENTS O LU wood POST SHALL BE REMOVED NO MORE 7 DAYS AFTER WRITTEN NOTICE FROM THE OWNER. a Q 14.MAINTENANCE-CONTRACTOR SHALL CONTINUE TO MAINTAIN ALL LANDSCAPE AREAS UNTIL FINAL 0 ® U U 220 PRESSURE TREATED ACCEPTANCE BY OWNER.THIS SHALL INCLUDE BUT NOT BE LIMITED TO:REPLACING DEAD OR UNHEALTHY 0 Z - f WOOS)PANEUNG wooDFENCI REUSE PLANTS,MOWING,WATERING,WEEDING,CULTIVATING,AND MULCHING TO KEEP PLANTS IN A VIGOROUS, W WHERE POSSIBLE.INFlLL HEALTHY CONDITION. 0 CC WITH PRESSURE TREATED CEDAR WHERE NEEDED. TAG BOTANICAL NAME COMMON NAME SPECIFICATIONS*AT TIME OF PLANTING QUANTITY I- Q U GL-1 BURSERA SIMARUBA GUMBO LUMBO 20'OVERALL HEIGHT 1 1.VERIFY ALL PLANTQUANTITIES. PLANT QUANTITIES ON PLANS PREVAIL OVER THOSE LISTED IN PLANT LIST. ._ 8'MIN. NOE SEARTU TRUNK WITH 2.ALL.NEW TREES,SHRUBS,AND PERENNIALS SHALL HAVE A MINIMUM ONE YEAR WARRANTY.PLANTS THAT ARE LL CO 10'CLEAR OFF CLEAR TRUNK MORE THAN 25%DEAD SHALL BE REPLACED. n- 1CO CO _ _ 9-10'SPREAD OF CANOPY 3.VERIFY SITE CONDITIONS,INCLUDING UNDERGROUND UTILITIES PRIOR TO START OF WORK. REPORT TO P°�VW.rtiy°"" "a�lo a.onPa` a1....any W.rt00loo instruments orMag Met on Pas >? OWNERS REPRESENTATIVE ANY CONDITION THAT MAY AFFECT CONTRACT. CONTRACTOR SHALL REPAIR ANY notes^'dry er« a not ea:tima vu seal shall n«be mmt«ca io DAMAGE TO SITE ELEMENTS DUE TO CONTRACTORS ACTIVITY AT NO EXTRA COST TO OWNER. ww.ea oyab.v 11...nl w.a.r.ct - - EXISTING NATIVE SOIL WITHIN ALL LANDSCAPE ISLANDS,INTERIOR LANDSCAPE STRIPS AND PERIMETER LANDSCAPE esPeuy disclaims any and aen o«mit7 to STRIPS SHALL BE EXCAVATED DOWN TO A DEPTH OF THIRTY(30)INCHES BELOW EXISTING GRADE.A SUITABLE PLANTING 4.COORDINATE SCHEDULE AND INSTALLATION OF LANDSCAPING WITH THE OWNERS REPRESENTATIVE. STAKE Was seal. «.,.nw«amen.a.mt sc,bmrq MIXTURE OF FIFTY/FIFTY(50/50),SIXTY/FORTY(60/40)(SAND/TOPSOIL)OR AS OTHERWISE INDICATED BY THE REGISTERED NEW TREE LOCATIONS AND BED LOCATIONS. PLACE SHRUBS AND PERENNIALS IN ORIGINAL CONTAINERS FOR Tor*ary as aaais on a.e P.sae crp.y el Pa LANDSCAPE ARCHITECT,SHALL EITHER BE BACKFILLED IN PLACE OF THE NATIVE SOIL OR EFFICIENTLY MIXED WITH THE MINOR ADJUSTMENTS. .ec.«.w may aroo o w*.a«ry.a NATIVE SOIL TO CREATE AN OPTIMUM ENVIRONMENT FOR SUCCESSFUL ROOT DEVELOPMENT.IF NATIVE SOIL IS TO BE or lot °eb W coped r e°..out.0oo.«aa any oars Pwo+e««o�+c waoa ar Awn MIXED,IT SHALL FIRST BE SCREENED TO REMOVE ROCKS AND DEBRIS LARGER THAN ONE-HALF(1/2)INCH IN DIAMETER 5.MULCH ENTIRE SHRUB PLANTING AREAS WITH 3'DEPTH OF SHREDDED HARDWOOD BARK MULCH. PROVIDE 4 covert p1Qia°""` PRIOR TO MIXING. FOOT DIA.MULCH RING AROUND ALL NEW TREES WITH MIN.3'DEPTH OF SHREDDED HARDWOOD BARK MULCH. No. Des«Qlon Date - - GROUND COVER BEDS TO RECEIVE MIN.2'DEPTH OF SHREDDED HARDWOOD BARK MULCH. - - 6.LINES AND GROUPINGS OF A SPECIES OF TREES SHALL BE MATCHED FOR SIZE AND FORM. - - 7.ALL DISTURBED AREAS OUTSIDE OF PLANT BEDS,PAVING AND STRUCTURES SHALL BE SODDED. 8.BY SUBMITTING A BID ON THESE PLANS,THE CONTRACTOR IS TAKING RESPONSIBILITY FOR ATTAINING THE PLANTS AS SPECIFIED ON THE PLANT LIST OR ON THE PLANS.ANY REQUEST FOR SUBSTITUTIONS SHOULD BE SUBMITTED FOR APPROVAL A MINIMUM OF 30 CALENDAR DAYS PRIOR TO INSTALLATION. NO SUBSTITUTIONS WILL BE CONSIDERED AT TIME OF PLANTING.ANY QUESTIONS ABOUT THE SPECIFIED PLANTS,CALL LANDSCAPE ARCHITECT. 4.44 WOOD POST FOOTING 9eaT4 9.THE LOCATION OF ALL PLANT MATERIAL IS TO BE APPROVED IN THE FIELD BY THE ARCHITECT. MINOR IN-FIELD Landscape ,1. / ADJUSTMENTS MAY BE REQUIRED. NOTIFY THE ARCHITECT A MINIMUM OF 72 HOURS PRIOR TO PLANTING. I ._ 10.PERENNIAL BEDS SHALL HAVE A MINIMUM 8'DEPTH SOIL MIX OF THREE EQUAL PARTS OF COURSE SAND, Details COMPOST AND EXISTING SOIL ADD LOCALLY AVAILABLE WORM CASTINGS AT A RATE OF 5 POUNDS PER 100 2 WOOD FENCE DETAIL SQUARE FEET AND AS RECOMMENDED BY MANUFACTURER. 01759 ..." 0 A-703 1'=1.-0' 11.ALL PLANTING BED EDGES SHALL HAVE A SPADE CUT EDGE PER DETAIL. BE A®703 g w Wu. I I i 1B • G&W ENGINEER INC CORPORATION GROUP REN DYH.wrc Pars-.wt•Surrun..eu 0.wArs w17".":..r >CLo.CyN°".t.4 . a+v N.w.T w,.r,: ,.. Luminaire SU eckda kraal Chalcas Nes York St.taus Ofticc 319NI7I Street Sutle1630 Sang Lao U.aaey iW/amree Causy N.,o, Ouapvan Atlt S9ae1 AOD'eas 2 1'"0 Lan. Fa'r'a"' Lama Wxlaoa EAST ATLANTIC AVENUE ' St.LUR 1l0�1a2 99 GLO6ELIG1ITS 120V.W O.-GC-16.1E6 0o a.G - -zl 3IIZ11 a-7W O ha - to -_ I314.271X619 Ah, hI b2 h. b. o.s bs ha b. he he be bs ➢s Da bs Ds hs hl b2 ➢. bi b6 Rye0tTevm to b1 DI bs ba 12 1a )7 7 +) +) ,9 ]a La ,) ,s I.s is t2hs bs b, bs a SNakrdl YcCDTYsGy.w.g Y1cSIDEWALK91 ROPE LGHr IFr 49 + tiusob`x.v so as at6 11 27190K(12).1E5 bo h+ as bs i_i ]x 0. is 9.6 Sa L) 97 ,ran 1,9 115 +c, h) 0. Ls V. ].a ]s D6 nx D+ 1717E+1911S➢rett270 Carmel.IX 46632 E1 uva.g Hapa.2.-0- \ \\ \ f.\:i-ii o 317Sd061Q2 1 EATo11-Yr.GPA'.0. LST.AF-+000LE0Ei-TKT IMPACT ERE LEO TRAPE2010 (I61.00De COT,70 C)U 16 ISTMF.I00CKE0- 262.3241 0.9 \\ '21s t).1 ta7 164 tcl tea '17A 219 as 17.s taa al w.a \ \ \ �� Ic +)s ]asl 4EP &ao6m Wok,ELT. EOISOH(KM. LUaaNAWE IIGHi$(YI.RF WITH LEDs ABSOLUTE EI-T.FTAn \, ,j, 92 gg7WF10dE COOPER LIGHTING) ACCIAEOOPi1GSRVPEN PMOTOYETRY66ASE0 ON \ \ l a 92410FialFload 16Z7 • C FORWARD THROW ION FACTORS CREATED us99G LAB .. \�\ --�7 q.9 1. 5a 3z 7n 7.1 1> hn ]t 7n 2) ]a4 .s k+.`• 314.7J7i217 LINEN STANDARDS N \\ \\ PATIO \ \\ \\ 3114WS4Z) aA,.vaq layn-lnv LIVENGOWO \`. ].a 11 '1. 1s +. 1 17 21 .s Food Saws Cmufary3Cml[:ayio 10 2 EATON-YcGRAM- Ls7Ase0DLEDEISL2 IPACT aura tan TRAPEZOID 1161.OWKCCT.7G CE2 I6 LST-AF20a1 Frul- r \:, a ' . 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I iii___... r,an.a.a.e.sox 0 aaPm.aa4aa.svapr.a.mused Pe J L J Na;ta<,..� .a..r-I ,.t:.....- No. Description Date \"t1==\ 4--- -i \ \ jiZ ...,... i:--\--\-- , ,,.-4=r --1\ ,tea....—J L_._ r L—..�a.w i L-a....�.e- , % - ,.._J „7JJ . S. '�' I.-1 __.!1 Site LRola ighting-Light Fixtures Sweet Number. LU 01759 D AE PS E404 W rnawron,a EAST ATLANTIC AVENUE.: 8 0 6 N WEST SITE;'-(66' RIGHT OF WAY) - BFIJCHMARK 22' asphalt of }�•SET NAIL &' "'ra0 y� 1 NW NE tit IC' DISC LB3635 11•.. �. 1IOI Io��, ''parking =parking parking o W __� E sY • sE �♦>,>♦wo,/1_♦ a le`C light 't 5 Clio`'a EAST SI vQ'� a'1' dia > 4 4�- brick payers pole oak v-.�ij&BENCHMAR j'. • oak FOUND NAIL & ��`♦�0> 1.5' dia > .` , ' ♦SET,NAIL do z DISC NO ID ;;4�-; oak`, � 72.33' ♦ ©thf rl L ...) ♦, —— S BLOCK 46.33' 0.00'.... �Pt,t> 4! . i — --��- , -. qr,.26.00 �� ♦ ) +20.33' � • ♦A� r j► ��,$ , $ `f 10 ACCURATE LAND SURVEYORS, INC. I CORNER .- . ct). >♦3' wood,* �> �j4`�'��9� a OUND NA L & Le. ¢3e35 09, ♦ fence • ,♦,��►♦,� I�, * * o e.► rISC NO ID 1150 E.ATLANTIC etw. > ,♦>8att wood (typ.) ,♦;♦,,• 3.1 ..r AL ,, ° .2 i,,�� POIAP BEACH A 1 rAx(954)7m-tsaz I�I�I�Ir�,taI�I%I�I N 7.1s r�...o.00'. .. BOUNDARY & TOPOGRAPHIC SURVEY �,>♦>♦> tf i�� ,>♦>♦, ELEV THIS-`moo )FCFNn OF ABBREVIATIONS: ♦ ♦ 1st.Y ♦•♦•♦ 515 ENTRANCE....-.... .. � +, >,♦>♦> 4 diameter,>♦> ....D... o Win W.us :°,, .a a1 a ♦,♦�♦, sari /,.!♦>-,�' ......O... J. `�Tu,,,,,„ a. :auK. mam..�s. > > > Planter .., , ..................• ...D:... vKu ..A.l121C POl ♦ ♦ ♦ ♦ ♦ ♦ ♦ m 'mom » » » > AI t Z.. .. • 0.111...1 , , # � # , � ............... .ps .F IKam. 112100.1.0.0021.¢20.2.1 i coc wn-'. ..4* ♦ ♦ % * * * ♦ � AWAX1 mvaa: Z1,06 1.▪ SCUM O z .. AliC1111.010s. T. weft. �I �#$%# a♦�,�� 2 STORY BUILDING .'.'..'- Oa _ctax :A .25.20 Ls WOK. -,-■.��,�• ,� o ............... .....O......•..' O O 1 Fr.AJ nFsc�aPT oN: _ 1 8 A- -..-.--.-...••••••••-......-- 0 D 1NE MST 26 FEET OF LOT 4,EXCEPT 11E SOUTH 14 FEET Ti�OF,ALL OF LOT 3. = F'- .3,.. �, @4 ..-........ MCaHEY d GOSWwS SEOPASON OF BUOaC 67,DELRAY BEACH. ACCORDING TO THE CD O '. .'o. //' // .... ............ -. i'..... Z W P�Al.1Ti BEEtai WU COUNTY,FLOfimACORDED N PLAT BOCK 2.PAS 43,OF 7!E PUBLIC RECORDS OF ahr' .. 23.25'.............................. - O cf) I'. O 1fl O co CC sign... O (- �U C p. ` "I.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. O . D O 0 --I-I I —I r con •crete 'Cldio. O .-C) P. a O ;wheelstop-..`palm' L'.'.'.'.'.'.' o OC) 1:: ...:: ':.' iu......................................... STREET ADDRESS 0 -.-. -. - .. - .-.:9�'` O?"""'""............................... z 0 co 6 E ATLANTIC AVENUE DEIRAY BEAM FL 33444 Toss...... D CO ELEV THIS C 1. Rw__ c NC > C ._.:... ..:' " ::23.11' .: ': .:.ENTRANCE,.....................................I x,. 1 49 22 ...... 0 00"..'. _ O NOTES m Z 1 xV& cj' # (gas sewer •�. . 1.UNLESS OOURw ETD SE N0102 F MEASUREMENTS EYQA INa ARE A EOi�T wTN fECaTO i 4. valves: MEAxrREuwTS. C j I 2.BEARINGS swrN HEREON ARE BASED aN A BEARING OF N/A IL--�-7 .. 1 THE LANDS SHORN IEREON NO E NOT ABSTRACTED FOR O*ERSYP•RGHTS-OF-WAY. I I .. / -�` �� -S EASEIET/TS,Qt OTHER MATTERS OF RECORDS BY ACCURATE WC SURVEtTtt$we ...-. - S OWERShIP HISS TiEE FENOES O'E RIT D ffFACµY O.O ACCURATE SURVEYORS.S.NC MO SHALL NOT LOT 5,... / manhole storage BE USED OR REPROOUCTED N*KIX OR N PART VATHOJT w7111191 AUTHORIZATION. 8' chain B.Tills SURVEY 15 MADE FOR THE!OCCLUSIVE USE OF TIE CERTIFIED HEREON.TO BE VAUp BLOCK 69 link fence aE YEAR FROM THE DATE OF SURVEY A5 STOU. 7.THE FLOOD WSE NICATED 0H SHOW HEREON IS FOR T1£DMEIIABLE STRUCTURE ONLY aV tN16S O7IERWSE N01CAlED. / 'mOnl'1Ol:e; CO .0 FL THE LOCATION OF OVERHEAD UTwTY LINES ARE A IATE IN NATURE DUE TO THER Vp PROmLTY MOTE ai MX SEZE.TYPE a QUANTITY Must MUST BE VERIFED R60R TO DES/CH OR 33,00' Il o f . t asphalt n co ° E-012' v(j CONSTRUCTION. ^ �. f I WEST 26 x,tiI c / asphalt 2, =w . 9 ' ...LOT 4, BLOCK 69 zi ' C4 0'd�E-" fT 000 ZONF DATA: fT FYATI0N5; 0 FLOOD ZOKE:XRE J BASE FLOCO CONTROL PANEL AHU16ER 1251O2-Oi7D-F A O BRASSAS USX w WC FOOT USX A'169vf,rni ElEY.16.SOOTIAV9 rtg, EFFECDYE:10/S/2017 REVISED: comer -� / 09 k11 FOUND NAIL do ' N-0 4D y ry40 / DOA, DISC NO ID DATE OF F LLD SURVEY•.02-02-2016 CRAM BY:ER W 0.40'-•- O 1 6 - O.';FOUND 5/8 IRON 'X Fin Boat lo-osse °j .- 1 ;.k� h� h11 d1dp O .ROD do CAP NO ID•.7j CHECKED FET FOUND NAIL'.&.'. x, 11 ..tree �A rE�saNs DATE BY DISC NO.ID..'.'.'. wood � wood � T7.43 L -,1..tom C�•� 1 �� ' 46.33' b FOUND 5/8' IRON 9 @� 12' asphalt 'C ROD & CAP NO ID ( CHANGE SCALE 1":21f TO r:10' 03-05-1e AL/fiLT ':RESERVED ALLEY WAY Cj CEIMICADMIL . V.. u Din mC9�Ru¢ amt 00/10 NO W.1C]MW NO COVICCT 10 nc OW Or Rn aoWf¢M0. - STAKIKO1 Or POGO.II00.10.AT AK MVO CI 11621000131.111.K.FF MO..noq ow0NRM.A ].R sum"` " JN" i0=10 010 w W NOT VALID wTHar I LOT 7, BLOCK 69 I i SCNARANO E THE YE OR/GNAL RAISED GRAPhBC SCALE v--- 7/S La� rl r'p ROBERT L THOMPSON(PRESIDENT) Atrfl M saPPErz PR(ESSONAL SURVEYOR MD MAPPER No.3669-STATE OF FLaiaA SHEET 1 OF 1 I cruiF 1%40' !SKETCH NUMBER SU-18-0356 HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH STAFF REPORT MEETING DATE: April 4, 2018 ITEM: 238 NE 1st Avenue, Old School Square Historic Arts District - Class V, Certificate of Appropriateness (2017-039) for conversion of the existing single-family residence to office and conversion of the 1st floor of the existing garage/residential structure to a residential unit. RECOMMENDATION: Approve the Class V Site Plan, Landscape Plan, Elevations and Certificate of Appropriateness GENERAL DATA: Owner Gaillard Holdings LLC ._- NE 3„ Agent. Jose Aguila, AIA .'41 ,,.. , Currie Sowards Aguila Architects Y ° ''.' a�:. '.. - Location West side of NE 1st Avenue. ! .i between NE 2^d Street and NE 3rd .. •-' - {,,,_< ''. .4,.:_.-.:,,. Street- Banker's Row Property Size 0.24 Acres i _ y • ,. a Historic District: Old School Square Historic Arts #��y, 'ii- - _ �, , 3 ' Z1 District (OSSHAD) ' Zoning Old School Square Historic Arts a.i-Att ,... ..* . ., ..-,+ey .s District (OSSHAD) = d Adjacent Zoning r , . -4 101 North: OSSHAD - •,`�]{ ~-•" m East: OSSHAD • South: OSSHAD Villirmism— _' , 1 '10 ! I West: OSSHAD . tl: -.. - a 1-..r .:• ..1; -, . . -I ---- "t �. 4... Existing Future Land ,"` 4. .. Use Designation Other Mixed Use (OMU) 0 a' . , - -31 Water Service Public water service is provided l . on site. r ' Cr �,. NORTH NF 2nr1``St Sewer Service Public sewer service is provided on site. • ITEM BEFORE THE BOARD The item before the Board is approval of Class V Site Plan, Landscape Plan, Elevations and Certificate of Appropriateness (2017-039) for conversion of the existing single-family residence to office and conversion of the 1st floor of the 2-story garage/residential structure to an additional residential unit for the property located at 238 NE 1st Avenue, Old School Square Historic Arts District, pursuant to Land Development Regulation (LDR) Sections 2.4.5(F)(5), 2.4.5(H)(5), 2.4.5(1)(5), and 2.4.6(H)(5). BACKGROUND The subject 0.24 acre property is located on the west side of NE 1st Avenue, within the Banker's Row area between NE 2nd Street and NE 3rd Street. The property is within the OSSHAD (Old School Square Historic Arts District) zoning district, the Nationally Registered Old School Square Historic District (OSSHD) and consists of the South 25' of Lot 10, Lot 11 (Less East 5'), Block 66, and East '/2 of 16' Abandoned Alley. The property contains a 2-story Mediterranean Revival style residential structure as well as a 2-story garage/residential accessory structure (believed to have originally been a carriage house and caretakers apartment), both designed by architect Samuel Ogren, Sr., built in 1925 and classified as contributing to the Old School Square Historic District. Ogren was Delray's most prolific architect during the real estate boom, he designed two 2-story Mediterranean Revival residences along the west side of Banker's Row during the 1920's and more than 100 homes and commercial buildings by 1929. The subject property was designed and built for prominent Delray banker and businessman A.G. Evans. According to the City Property cards, the single-family structure had a floor plan consisting of 8 rooms, 3 bathrooms, 2 fireplaces, gable and hip ornamental roof, concrete tile structure, stucco and block exterior walls, interior finish in plaster, and hardwood floors. The City Property cards also indicate that the structure was remodeled in 1948, re-roofed in 1964 and 1987. In 2003, COA (2003-232) was administratively approved to remove the gravel roof of the accessory structure and replace with a hot applied modified bitumen roofing system. In 2005, COA (2005-091) was administratively approved to change the exterior paint color from pink to Sherwin Williams "Softened Green". The subject request is a Class V Site Plan, Landscape Plan, Elevations and COA for conversion of the existing two-story single-family residence to office, conversion of the first floor of the 2-story garage/residential accessory structure to an apartment, installation of a new parking area to the rear (West) of the existing 2-story main structure. It is noted that the owner of the property has occupied the main structure for use as office. Additionally, the 1st floor of the existing 2-story garage/residential accessory structure was converted to an additional residential unit. It is unclear when this conversion occurred, yet these modifications have been completed prior to obtaining the proper zoning, historic and building permit approvals. There is an active code enforcement case in effect requiring the current owner to obtain the proper approvals for conversion of the property from residential to commercial and for the additional residential unit. ANALYSIS OF SITE PLAN Pursuant to LDR Section 3.1.1(D), Compliance with LDRs, whenever an item is identified elsewhere in these Land Development Regulations (LDRs), it shall specifically be addressed by the body taking final action on a land development application/request. The applicable LDRs have been identified and reviewed throughout this report. 238 NE 1st Avenue; COA 2017-039 Page 2 of 9 Article 4.4, Base Zoning District Regulations Pursuant to LDR Section 4.4.24(B)(3), Principal Uses and Structures, Business and Professional Offices are permitted uses within the Old School Square Historic Arts District(OSSHAD). Pursuant to LDR Section 4.4.24(C)(2), Accessory uses and structures permitted, on a parcel that has as its principal use a non-residential use, there may be no more than two residential units, either within a separate structure or within a structure housing a non-residential use. The existing 2-story, 2-unit residential accessory structure is a permitted accessory use within the Old School Square Historic Arts District(OSSHAD). Pursuant to LDR Section 4.4.24(G)(1), parcels located along N.E. 1st Avenue between N.E. 2nd Street and N.E. 3rd Street (Banker's Row) shall comply with either provisions of Article 4.6 of the Land Development Regulations, or provisions of the Banker's Row Development Plan, whichever is more permissive. Based upon the project's location in the Banker's Row area, the parking can be permitted as indicated in the Banker's Row Master Development Plan and associated Neighborhood Plan/Site Plan. Pursuant to this plan, when a new project comes through the City approval process (i.e. for conversion of use) the site plan as indicated in the Banker's Row Neighborhood Plan/Site Plan (Plan) can be utilized as a vested situation for purposes of the number of parking spaces and location of such parking spaces and associated maneuvering areas. It is noted that at the time of adoption of the Banker's Row Plan new curbed, on-street parking spaces and a 29 space parking lot (21 standard, 6 electric vehicle charging spaces and 2 handicapped accessible spaces) at the northwest corner of NE 2nd Street and NE 1st Avenue were constructed to meet the parking demand of future commercially converted properties. The Banker's Row Neighborhood Plan/Site Plan notes this property is required to install 2 parking spaces which are proposed to the rear of the existing main structure in a perpendicular configuration (1 standard parking space and 1 handicapped space). Precast wheel stops with 2' of clear space from the front of the wheel stop to the front of the parking space are provided as well as the required 24' wide by 6' maneuvering area; thus, the requirements for parking have been met. Article 4.6, Supplemental District Regulations Pursuant to LDR Section 4.6.6(C)(1), dumpsters, recycling containers and similar service areas must be enclosed on three sides with vision obscuring gates on the fourth side, unless such areas are not visible from any adjacent public right-of-way. This requirement has been met as a new trash enclosure is proposed on the North side of the property, the enclosure consists of a 4' high, wood shadow box, white painted fence and gates. Pursuant to LDR Section 4.6.8 — Lighting: All developments/redevelopments are encouraged to utilize energy efficiency lighting. The maximum height for luminaires on buildings and structures is 25' or eave overhang, whichever is lower, and 25' for a parking lot. All perimeter exterior lighting shall be full cutoff luminaries to minimize spillover on adjacent properties. In order to decrease urban glow, no luminaries shall be directed upwards. Pursuant to LDR Section 4.6.8(A)(3) — Illumination Standards: The applicable illumination standards are as follows: FOOT CANDLES Maximum Permitted Minimum Permitted Provided Commercial Parking Lot 12 1.0 0.5—11.9 There are 6 freestanding light fixtures proposed within the parking and driveway areas which measure approximately 3.5' and 13' in height to the top of the fixture. The acorn style fixtures are residential in 238 NE 1st Avenue; COA 2017-039 Page 3 of 9 nature and are appropriate for the surrounding historic area. The submitted photometric plan illustrates that the proposed light fixtures will exceed the maximum permitted foot candles and there is no proposed spillover onto the adjacent properties; thus, the photometric plan is in compliance with the Illumination Standards listed above, and within an appropriate foot candle range given the surrounding mixed-use area. Based on the review of the criteria listed above, the proposal does not meet parking requirements. LANDSCAPING Pursuant to LDR 4.6.16(H)(3)(g): The amount of interior landscaping within off-street parking areas shall amount to no less than ten percent of the total area used for parking and accessways. Pursuant to LDR 4.6.16(H)(3)(i): Landscape islands which contain a minimum of 135 square feet of planting area,with a minimum dimension of nine feet, exclusive of the required curb, shall be placed at intervals of no less than one landscaped island for every 13 standard parking spaces. One shade tree shall be planted in every island with a minimum of 75 square feet of shrubs and groundcovers. Pursuant to LDR 4.6.16(E)(5): Trees. Shall be a species having an average mature spread of crown greater than 20 feet and having trunks which can be maintained in a clean condition with over six feet of clear mature wood. Trees having an average mature spread of crown less than 20 feet may be substituted by grouping the same so as to create the equivalent of a 20 foot spread of crown. Tree species shall be a minimum of 16 feet in overall height at the time of planting, with a minimum of six feet of single straight trunk with eight feet of clear trunk, and a seven-foot spread of canopy. Tree species required for single family homes and duplexes shall be a minimum of 12 feet in overall height at the time of planting,with a minimum of four feet of single straight trunk with six feet of clear trunk, and a six-foot spread of canopy. There are 2 existing mature Mahogany trees on the east side of the property along with existing ground cover and foundation plantings and an existing Clusia hedge along the north side of the existing driveway. The proposed site plan and landscape plan indicate that a new Live Oak (shade tree) and Green Island Ficus (ground cover) will be added to the West side of the property adjacent to the new parking area. Technical review for compliance with the subject Landscape Regulations has been found to be complete. SECTION 4.5.1 HISTORIC PRESERVATION DISTRICTS AND SITES Pursuant to Land Development Regulation (LDR) Section 2.4.6(H)(5), prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. LDR SECTION 4.5.1, HISTORIC PRESERVATION, DESIGNATED DISTRICTS, SITES, AND BUILDINGS Pursuant to LDR Section 4.5.1(E) - Development Standards: all new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. 238 NE 1st Avenue; COA 2017-039 Page 4 of 9 Standard 1 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 Conversion of the existing two-story single-family residence to office will not change the exterior characteristics of the building. The conversion of the 1st floor garage within the garage/residential accessory structure occurred several years ago, while the conversion was not a legal conversion the elevation changes slightly modified the appearance of the structure. Additionally, this accessory structure is located to the rear of the property behind the main building. The changes to the elevation include enclosure of the existing garage doors and replacement with windows in an appropriate style to the home. The proposal meets standards 1 and its intent as the proposed changes will not negatively alter defining characteristics of the building and the site. Pursuant to LDR Section 4.5.1(E)(2)(c)(2)—Minor Development. The subject application is considered "Major Development" as it involves modification of a Contributing Structure which is Non-Residential within the OSSHAD Zoning District. Pursuant to LDR Section 4.5.1(E)(7) - Visual Compatibility Standards: new construction and all improvements to both contributing and noncontributing buildings, structures and appurtenances thereto within a designated historic district or on an individually designated property shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this Section with regard to height, width, mass, scale, façade, openings, rhythm, material, color, texture, roof shape, direction, and other criteria set forth elsewhere in Section 4.5.1. Visual compatibility for minor and major development as referenced in Section 4.5.1(E)(2) shall be determined by utilizing criteria contained in (a)-(m). Visual compatibility for all development on individually designated properties outside the district shall be determined by comparison to other structures within the site. The primary proposed alterations include the installation of a new parking area behind the existing main structure. The enclosure of the 1st floor of the garage/residential accessory structure were completed previously and include installation of 2 new double windows where the garage doors once existed. These changes will not impact the visual compatibility of the property; thus, positive findings are made with respect to the sections indicated above. 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 part of the official record. This may be achieved through information on the application, written materials submitted by the applicant, the staff report, or minutes. Findings shall be made by the body, which has the authority to approve or deny the development application. These findings relate to the following areas: LDR Section 3.1.1(A) - Future Land Use Map: The subject property has a zoning designation of Old School Square Historic Arts District (OSSHAD) and a Other Mixed Use (OMU) Future Land Use Map designation. Business and Professional Offices are allowed pursuant to LDR Section 4.4.24(B)(3) and the 2 residential accessory units are permitted as an accessory use to the office. Based upon the above, positive findings are made with respect to consistency with the Future Land Use Map (FLUM) designation. LDR Section 3.1.1(B) -Concurrency As described in Appendix "A", a positive finding of concurrency can be made as it relates to water and sewer, streets and traffic, drainage, and solid waste. 238 NE 1st Avenue; COA 2017-039 Page 5 of 9 LDR Section 3.1.1(C) -Consistency As described in Appendix "B", a positive finding of Consistency can be made as it relates to Standards for Site Plan Actions (LDR Section 3.2.3). LDR Section 3.1.1(D)-Compliance with the Land Development Regulations As described under the Site Plan Analysis section of this report, a positive finding of compliance with the LDRs can be made. Comprehensive Plan Policies A review of the objectives and policies of the adopted Comprehensive Plan was conducted and the following applicable objectives or policies are 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. The development proposal involves conversion of the existing two-story single-family residence to office and conversion of the 1st floor garage within the existing garage/residential accessory structure to a second residential unit. A new parking area to the rear of the main structure is proposed. This conversion of use is consistent with the subject Objective. There are no concerns with respect to soil, topographic or other physical considerations. With respect to the adjacent land uses, the property is in an area surrounded by residential uses, commercial uses, and office uses located East and West. The property is zoned for both residential and office, as well as retail, restaurant, and other commercial uses. The proposal is appropriate and thereby consistent with the subject Objective. Future Land Use Policy A-4.1 Prior to approval or recommending approval of any land use or development application for property located within a historic district or designated as a historic site, the Historic Preservation Board must make a finding that the requested action is consistent with the provisions of Section 4.5.1 of the Land Development Regulations relating to historic sites and districts and the "Delray Beach Design Guidelines". The structures are contributing to the Old School Square Historic District; the use of professional office and accessory residential units are appropriate and assists in the maintenance and protection of the historic district. As indicated in this report, positive findings with respect to the LDRs 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 is deemed to be consistent with the subject Objective and Policy. ASSESSMENT AND CONCLUSION The proposal is for conversion of the existing 2-story single-family residence to office and conversion of the 1st floor of the 2-story garage/residential structure to an additional residential unit. A new 2-space parking area is proposed to the rear of the main structure. Positive findings are made that the request is consistent with the Comprehensive Plan and meets criteria set forth in Sections 2.4.5(F)(5), 2.4.5(H)(5), 2.4.5(1)(5), 2.4.6(H)(5), 4.5.1(E)(7) and Chapter 3 of the Land Development Regulations. ALTERNATIVE ACTIONS A. Continue with direction. B. Approve the Class V Site Plan, Landscape Plan, Elevations and Certificate of Appropriateness (2017-039) for the property located at 238 NE 1st Avenue, Old School Square Historic Arts 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), 2.4.5(H)(5), 2.4.5(1)(5), 2.4.6(H)(5)and 4.5.1(E)(7). 238 NE 15'Avenue; COA 2017-039 Page 6 of 9 C. Deny the Class V Site Plan, Landscape Plan, Elevations and Certificate of Appropriateness (2017- 039) for the property located at 238 NE 1st Avenue, Old School Square Historic Arts District by finding that the request and approval thereof is inconsistent with the Comprehensive Plan and does not meet the criteria set forth in LDR Sections 2.4.5(F)(5), 2.4.5(H)(5), 2.4.5(1)(5), 2.4.6(H)(5) and 4.5.1(E)(7). RECOMMENDATION By Separate Motions: Class V Site Plan and COA Approve Class V Site Plan and Certificate of Appropriateness (2017-039) for the property located at 238 NE 1st Avenue, Old School Square Historic Arts District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in LDR Sections 2.4.5(F)(5)and 2.4.6(H)(5); subject to the following condition of approval: 1. That the applicant provide a letter from Palm Beach County—Traffic Division, which states that the proposal meets the Traffic Performance Standards of Palm Beach County. Landscape Plan Approve the Landscape Plan for 238 NE 1st Avenue, Old School Square Historic Arts District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in LDR Section 2.4.5(H)(5). Architectural Elevations Approve the Architectural Elevations for 238 NE 1st Avenue, Old School Square Historic Arts District, by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in LDR Sections 2.4.5(1)(5)and 4.5.1(E)(7). Attachments: • Appendix"A"—Concurrency Findings • Appendix"B"—Consistency Findings &Standards for Site Plan Actions • Site Plan/Floor Plan • Survey • Elevations Report prepared by: Michelle Hoyland, Principal Planner and Abe Fogel,Assistant Planner 238 NE 1st Avenue; COA 2017-039 Page 7 of 9 APPENDIX "A" CONCURRENCY FINDINGS Pursuant to LDR Section 3.1.1(B), Concurrency, as defined pursuant to Objective B-2 of the Land Use Element of the Comprehensive Plan, must be met and a determination made that the public facility needs of the requested land use and/or development application will not exceed the ability of the City to fund and provide, or to require the provision of, needed capital improvements for the following areas: Water and Sewer: Water and sewer services are existing on site. Pursuant to the Comprehensive Plan, treatment capacity is available at the City's Water Treatment Plant and the South Central County Waste Water Treatment Plant for the City at build-out. Based upon the above, positive findings can be made with respect to this level of service standard. Drainage: There are no modifications to the footprint of the building and the existing drainage system will be maintained; thus, no impact on drainage is anticipated as it relates to this level of service standard. Traffic: It is noted that the site is located within the City's Transportation Concurrency Exception Area (TCEA), which encompasses the CBD and OSSHAD zoning districts. Therefore, a Trip Generation Analysis was prepared, which indicates that the proposed development will result in an additional 73 net new daily vehicle trips, 16 net new AM peak hour trips, and 5 net new PM peak hour trips. The Palm Beach County Traffic Division review is pending, a condition of approval is attached that the applicant provide a letter from Palm Beach County — Traffic Division which states that the proposal meets the Traffic Performance Standards of Palm Beach County. Parks and Recreation: The property historically contained 2 residential units and no additional residential units are proposed on the subject property. Additionally, non-residential uses are not considered to have an impact on the City's Parks and Recreation facilities; therefore, there are no additional impacts on Parks and Recreation. Solid Waste: The existing 4,477 sq. ft. of residential use generated 4.45 tons of solid waste per year. Conversion of the 3,268 sq. ft. single family to office will generate 8.82 tons of solid waste per year; together with the existing residential uses the project will generate a total of 10.02 tons of solid waste per year. The Solid Waste Authority has indicated that its facilities have sufficient capacity to handle all development proposals until the year 2046, thus a positive finding with respect to this level of service standard can be made. Schools: School concurrency findings do not apply for non-residential uses. Thus, the proposed development will not have an impact with respect to this level of service standard. 238 NE 1st Avenue; COA 2017-039 Page 8 of 9 APPENDIX"B" CONSISTENCY FINDINGS & 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-9 and D-2 of the Transportation Element. Not applicable X Meets intent of standard Does not meet intent C. Open space enhancements as described in Policies found under Objective B-9 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 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 238 NE 1st Avenue; COA 2017-039 Page 9 of 9 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 ..) 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I I U ��`��.• .=. ��=� QUERCUS VIRGINANA T SPIT. g I ss FICUS GREEN ISLWD 3GALLON,CAN 19 ¢ (I - ,- F ®TRASH ENCLOSURE ISOMETRIC I 5 r a FICUSMICROCARUA w �/ GREEN ISLAND < I WUXI H N.E.1ST < I 1 M -ALL PLANT MATERIAL TO BE FLORIDA II GRADE OR I EXISTING 141 THIS SITE BETTER AS ILLUSTRATED IN THE GRADES AND 0 / LANDSCAPE '" \ — STANDARDS BY FOR NURSERY D PT.OF AGRICTULTURE. 7(CURRENT I AREA p EDITION)BY THE FLORIDALIOA DEPT.OF AGRK:ULTURE, 15.11 , 238 NE 1ST AVENUE, -®, EXISTING CBS .T- }}} EXISTING 2 STORY BUILDING — —- -—{—i— -MULCH SHALL BE APPLIED TO A MINIMUM DEPTH OF WALL 1 SETBAC�I — (OFFCE) I T8" DELRAY BEACH,FLORIDA z THREE(3)INCHE:IN PLANTING AREA �$ 'TTT11��L _ — SETB�K' -LANDSCAPE AREA SHALL BE PROVIDED WITH AN • — — — 1 / EXISTING CBS WALL IRRIGATION SYSTEM.AUTOMATICALLY OPERATED.TO EXISTING NUM I ON C PAVER I NUM. DESCRIPTION 1 DATE r,I !N. II MATER OMPLETE COVERAGE TO ALL PLANT EXISTING -MAHOGANY DRIVE LOCATION MAP TREE(2) Ec 0 PROPOSED ALUMINUM NOT TO SCALE N A g - �LANOSCM'E i 8"o` 4' BOLLLARD 0 N RAILING POWDER COAT l — q I - - AREA BLACK ----- o a \ , 11'-2' 2 pi ,,.... .. ..._........ GENERAL PROJECT DATA: ZONING: OSSHAD ' LL EXISTING WATER METER 7EXISTING LANDSCAPE ADJACENT ISLAND EXISTING USE: RESIDENTIAL DRIVE - - —— — — t.,C.,.., // 0PROPOSED USE: OFFICE(FRONT BUILDING ONLY)-RESIDENTALL REAR(MIXED USE) NO DRIVEPROJECT LOCATN' 238 NE 1ST AVENUE,DELRAY BEACH,FLORIDA. A- —--- WITHIN 50 FEET '/ IOti - ON THIS SIDE' Li' PROJECT SUMMARY: CHANGE OF USE FROM RESIDENTIAL TO OFFICE FOR MAIN STRUCTURE EXISTING PAVER SIDEWALK EXISTING SIGN / THESE DRAWINGS ARE PREPARED r PER ESTABLISHED INDUSTRY x LEGAL DESCRIPTION'. THE SOUTH E FEET Of LOT 10,ALL OF LOT 11 LESS THE EAST 5 FEET OF SAID LOTS, - - 1-EXISTING TILE TOGETHER WITH THE 16 FOOT ALLEYRIOHT-0OF-WAY ABANDONED IN ORB 1780,PAGE 1738 - I - - / - STANDARDS AND REPRESENT THE < ' ADJACENT TO SAID LOTS.AS RECORDED IN PLAT BOCK 2.PAGE 81,OF THE PUBLIC 7500 J ARCHITECT AND ENGINEERS DESIGN // RECORDS OF PALM BEACH COUNTY.FLORIDA CONCEPT.THEY ARE NOT INTENDED SUBDIVISIONO OF BLOCK 66 TO PROVIDE EVERY DETAIL OR SITE DATA: CONDITION L Zi CONSTRUCT THE BUILDING.THE CONTRACTOR THROUGH REQUIRED PROVIDED SUBMITTALS AND OTHER ti COORDINATION EFFORTS IS FULLY SITE AREA: 10,687 S.F.(.24534 Kass) 100% RESPONSIBLE FOR PROVIDING A _� __ N.E. 1ST AVENUE COMPLETE AND OPERATIONAL •S OFFICE 1ST FLOOR(NC): 1,745 S.F. 'BUILDING WHETHER INDICATED ON ---C--- ioz"uR NOT a _._ .. ..... - OFFICE 2ND FLOOR(NCI 1,523 S.F. S DRAWING c •• -- ---- - RESIDENCE 1ST FLOOR(A/C)-(1-UNIT): 688 S.F. 400 S.F.(MIN) 3 I RESIDENCE 2ND FLOOR(NC)-(1-UNIT): 541 S.F. 400S.F.(MIN) SITE PLAN TOTAL GROUND FLOOR AREA: 2,413 S.F. 226% RAILING DETAIL I r W f BRICK PAVERS: 5,272 S.F. r 114-4I-0. CONCRETE FLOORS' 596 S.F. { o TOTAL IMPERVIOUS: 5,6685.F. 54.9% _ t I. W APPLICABLE BUILDING CODES LANDSCAPING' 2,405 S.F.et _ V n FLORIDA BUILDING CODE 5TH EDITION 2014 NFPA 101 LIFE SAFETY CODE, 2012 TOTAL PERVIOUS: 2,4065.F. 22.5% DAT DRAWN iFL EDITION - 1 2/28/1 7 I RC FLORIDA MECHANICAL CODE 2014 PARKING: 2SPACES 2SPACES ADJACENT DRIVEJOB NATIONAL ELECTRICAL CODE, FL EDITION 2011 NFPA 1 FIRE CODE, FL EDITION 2012 - 160605 FRONT ET _ SITE PLAN/LANDSCAPE PLAN DRAWING FLORIDA PLUMBING CODE 2014 FLORIDA ACCESSIBILITY CODE 2014 Ei N mFRONT SETBACK 25'1T 25'-4'(EXISTING) t _10-0' .O NAR SETBACK10'd 16'-1'(EXISTING) FLORIDA EXISTING BUILDING CODE 2014 FLORIDA FIRE PREVENTION CODE 5TH EDITION 2012 z FLORIDAw LEFT SIDE SETBACK T9' 8'$(EXISTING) 1 LOCAL AMENDMENTS: PALM BEACH COUNTY 1 RIGHT SIDE SETBACK T-IE 15'-8'(EXISTING) 0 . ... ik. ... „ .. .... . k:.-lik,f vii ik. -4, - v ..,,, , . 1k.10,N,„.1,4.i._...- It_ �Af>t Y _k1,fi t k,.. a .1 /,/,. CAS URRIE it-.....,4 o°I* -,,r_.).fo*pt,l, �.. i� # ri --- i41 � architects ;i- ..ri_.i .. - Architecture, i qP ,.�■■�� ,� ,�. ' , 1 i lla 'ng nn , L ; eriors,''' 1f� 26001584_ _ _ 1B5 NE AVENUE SUITE 101 h .... DELRAY BEAOL FL 33483 - �' - EI78-4951 F:(581)is AA.4 _ +_�._ ,-�.� - - .. - _ E-MAIL-MAIL:offmpaa-arcTkeUs.mm ._ -._- - -- - - ISSUED 5 _ - ... BID PERMI EAST ELEVATION WEST ELEVATION CONSTRUCT* SEA , . 1 - 1"- Ir .� ��ik ‘, 1t; , , ��►�- \� _1, =RGJEcr 10. 238 FORMAN 3 �--- - 1, , 'N 1 , , `� _ OFFICE t�i.. - — r ` , Y v •i + • 1, , 238 NE 1ST AVENUE, DELRAY BEACH,FLORIDA - _I PIti r'L 1 I - _ ._,zw9 ) % 7 REVISION •� - Y �� I NUM.f DESCRIPTION I DATE v NORTH ELEVATION THESE DRAWINGS ARE PREPARED PER ESTABLISHED INDUSTRY ' STANDARDS MD REPRESENT THE y, ',%, ARCHITECT AND ENGINEERS DESIGN Ee EAST ¢ CONCEPT.THEY ARE NOT INTENDED il A ELEVATION - TO PROVIDE EVERY DETAIL OR CONDITION REQUIRED TO CONSTRUCT THE BUILDING.THE CONTRACTOR THROUGH SUBMITTALS AND OTHER - COORDINATION EFFORTS IS FULLY RESPONSIBLE FOR PROVIDING A COMPLETE AND OPERATIONAL ,BUILDING WHETHER INDICATED ON j ,:bisosos ra.uR NOT ,�, 7 DRAWING ®\ f PHOTOGRAPHS o u am . Z SWINTON a _ 'M+- ' .... �i yiz INF O N.E.1ST �� .. _ _ a„,i. THIS SITE _ DAT DRAWN as z+�'-' s - — - — _ - 12/28/17 I RG OB , y,'x 160605 - — DRAWING u n J --- 'V--� -- N N A202 LOCATION MAP N ■ PROPOSED PARKING LOCATION LIFE SAFETY KEY BUILDING CODE ANALYSIS • NUMBER OF PERSONS EXITING .rC CUPAN CY CLASSITICAiIGNS: BUSINESS EXISTING BUILDING CLASSIFICATION: - EGRESS CAPACITY OFDOOR/STAIR TYPE OF CONSTRUCTION: V-B UNSPRINKLERED _ CHANGE OF OCCUPANCY -MAXIMUM PATH OF EGRESS CODE MAX. PROPOSED - OVERALL ��START - BUILDING HEIGHT: 40'-0" EXISTING TO REMAIN BUILDING AREA: 1ST FL: 9,000 S.F./FL. C UR 1,745 SO FT(EXISTING TO REMAIN) R I E OCCUPANCY TYPE Occupancy 2N0 FL: 1,523 SO FT(EXISTING TO REMAIN) 150 SF SQUARE FOOTAGE S O W A R D S OCCUPANT NUMBER OF STORIES: 2 2(EXISTING TO REMAIN) 150 SF/SO FT/OCC= _SQUARE FOOTAGE/T1G04.11 REO'D SF.PER OC:OCCUPANT LOAD FOR A G U I L A AREA architects ® EXIT SIGN Architecture, Planning, j Interiors, AA26001584 185 NE 4TH AVENUE SUITE 101 DELRAY BEACH,FL 33483 EGRESS DATA FL BC 2014 T:(581)2J6/951 F:(561)24}8181 E-MAIL oRV. Ro-ardN.Rs.mm _ OCCUPANCY: BUSINESS ISSUED OCCUPANT LOAD: 24 g FL BC,201E MINAAAX BID TRAWL DISTANCE pp F7 TRAVEL DISTANCE-2ND STORY 75 FT PERTH 3 COMMON PATH OF TRAVEL 100 FT CONSTRUCTIO o MAX DEAD END 20 FT _ EGRESS WIDTH REO. PROV. SEA DOOR veDn MMIN. 38'IN. 32 VAAAAvpti U ll l l l l l l l l l l l i[ l�� RS 32 ti MIN.CORRIDOR WIDTH 38'MIN. 40'MIN. a g I II o - RECEPTION 15 5F 14 OCCUPANT 3 DN 320 ® 115 SF/100GR.=120C. - STORAGE PROJECT o OCCUPANT ° BREAKROOM 238 FORMAN 25 SF/too GR.=0.3 OC. --- - -.3r.'F �Tr/,�-'rzs OCCUPANT - OFFICE ��11 _ �+cNON<D/Sr.\ i78SF/,00GR.=1.8OC. TQIlI111111xIIII)lI>)IIIIIIII IIIIIIIIIIIII Ifl IIIIIIIIIIIIliI — ry'uuunnuuuuIIIMIM uwumuuuuuuuuuuuuuuuuuuuuunuunmunnunnuuuuuuunnuuuuuuuuu:aunuIIMMIMnnnuIIMMIMnunnnnnnmW _ = RE/; 8--' u \ w.c. `I ® b) Irl i OFFICE OFFICE BATH =_ _ \ _ = 1 jOCCUPANT 127 SF/103 GR.=1.3 OC. . = _ \\ — III I F.) _ H@I _ °, `6 E 228 SF/100 GR-=230C. ' _ __ G �I NEW HANDRAIL = \\\ NEW HANDRAL I___ \ AT 36'AF.F. P�-- - \\ A/C� REVISION li 111 \ /, -_-— —I = AT d2 AF.f. _ _` ,1 SF I NUM.I DESCRIPTION I DATE I /`� GY OCCUPANT a I I _ _ �yQV`�tP^N� Ia�11�t�a� = = �,';'�_` ___ = 11 SF/100 GR=0.1 OC. -g as— 1� -(y1 JG�EO�®' I�'J�t_�� _ = \ CONFERENCE '9#I ,DIL _ EXISTING 375 SF= GUARDRAIL = \ � OCCUPANT _Pi OCCUPANT-_.. 0.`N' Ala�' _ TO REMAIN \ 375 SF/tOD GR.=3.80C. 128C /�__— C 11 SF/100 GR.=0.1 OC. \ II��1�,� � \ C —/ = m_ / --- = _ A\ AI EXISTING HANDBALL ei _ _ G\ TO REMN // O ! NEW42'NIGH / = 0.�\ GUARDRAIL RI OFFICE E = °m\ __ THESE DRAWINGS ARE PREPARED — V (7. COPIER OFFICE _238 SF \ �- u = PER ESTABLISHED INDUSTRY 2385FJ 100 GR.=240C 875E 1`� — \ OFFICE -.E. STANDARDS ANDREPRESENT THE OCCUPANT OFFICE OCCUPANT 183SF CONCEPT THEY AREINOTRNTENDIGN ED 7338E _ — OCCUPANT _ / 91 SF /100 GR.=0.80C. ,56 SFI100 GR.=1.8 OC. = — —_ a / OCCUPANT = OFFICE SUITE 1835F1100 GR.=1.8 OC. TO PROVIDE EVERY DETAIL OR / 133 SF/100 GR.=1.3 OC. _ \ CONSTRUC REQUIRED TO CONSTRUCT THE BUILDING.THE If / I = OCCUPANT \ LOBS' CONTRACTOR THROUGH / =_ = 30B 5F/100 GR=30C. \ 1805E aJ SUBMITTALS AND OTHER C / \ OCCUPANT COORDINATION EFFORTS IS FULLY E, , \ 18DSF/WOGR=180C 1I1IIIIIIIIIIIIIIII IIIIIIIIIIIIUfIIII IILIII IIIIfIIIIIIIIII IIII- RESPONSIBLE FOR PROVIDING ommu ppll!mpummmilimmmummump11i111111111111111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIImIIIIIIOIIIIIIIIIE II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11IIIIIII= = COMPLETE AND OPERATIONAL Im� \ BUILDING WHETHER INDICATED ON g II,��I��I��I��I��(�IE _ :\IEOD1 ioEGW NOT \ _ I0\DRAVIML,15x505-r0v„_+ \®I, ()PAWING 3 70 LIFE SAFETY 170_ PLANS . itDAT DRAWN 12/28/17 ICLA ,a o JOB 160605 LIii:ii () S2 SECOND FLOOR LIFE SAFETY PLAN �FIRST FLOOR LIFE SAFETY PLAN DRAWING LS2.01 8 e ()SECOND 1M'=,'iT REAR A0 `Y•:•'•, �.rq,. 'sE EINCX AlA7e,EC1URAL AREA / r _ V"..`,F`.C�',,,AZA WAVA:A, g ,J,,`, QO u ,, CH /,. <♦HN SZ iA , SOEDULFLIGHTING PER R1rURE unmake Laotians -.. - \ I L`` _ -- --'' • f: . ,�4,,tmat A.. 00 1 \-IYHI �.i741:ssfs:1!_ 3� yOH.Li lAa ,r I x !' z a.w.., j n x Y zWOBCAPE >;N'I� N ZrSV `� QO-ANOIOR BAg aIN R(IVD TAPDED T A +,r aegis',1m , ,mm ;aa,,.7. ,t.te aoo ; "REM �'�' �; 1' �1 1 f j CURRIE STEEL P0.E COF1N QA lFM6M . A azv mist tJm , - _om ;am late tOZC am IILJ;t27S1MTN Conatm.D LOAD . eta eaa , zem am a.e .n emI O05T1NG 2 STORV SOWARDS ru(DAMNiz s an ma Jw J5a '--:rom o.m Isles lomQO I FWILgNG 3 e assz M. 350 350 KA �0.m 3..2'WM [Om 9LTAOE ANCHOR BASE JE 80.15 . a ;.a,! 3.1 1 aw ;]s l WOO .m a,-,s JU, [OM I Ni' DWELLLIINNG UNITNTIAL S) I WI as AG U I L A FUNDED II/POLE Ti HAND HOLE I / GCS I - N : >� NO CHANGE) 1 r architects Statis A0 I ! ,�= Archltedure,Planning, A yun I -�. � .,'rC .d�,. .H.As.s.An a 0.0 Interiors De GALVAM2ID CONDUIT Description Symbol Avg Liss Min IeesaA.. IA -�`/ l Si .... . k`*; :. .i.. Sustainable Design BOND TO POLE CND.BOO TO POLE 61►erlta Drive + 3.�k 12.2k OSk 2ef.1 6.8:1 I -'::.n AazsooLsoA NaM Prepay Lim + 0.0k QOk a0k WA WA -� .MCC�it�i`�i�`�"'1,e♦"Ss \H)` N',\f,- Nii 185 NE 4TH AVENUE SUITE l01 GRADE .♦` ; V._ 05, 6L' � DBMY BEACH.FL 3N83 o e s/+Fan c-0 OMEN Panay.. -F 1At {.3k ask IL 1 3.8:1 ::- - PVCline/ :.:-.'•:v:CS�, :„ NQO CONanlJ \ BASE TO BE RACED N • Cl::.:L':: t V6 . 44.,a :G�:.: �. 7.'::.L..eqy.: :S PROPERLY TO EZA CED I HOE - ..`•: l :`l•:`�YisS •:.S'Y� t :•a:.':S: PONT &BAD:RUED TO ,.. ---. PfioPOSED ..♦... COIPACDOI 6 1203 P.SF- I Na> > s♦� N'cV!STRlP1NG�' ,`•,• y�µ� QO I • 4 T.9'-.:.., 27 3.0 24 a�• `.�`?i�,�.L`s`:`' BY A FLORIDAO LOAD ER. CORERS FOR AL DE FOR AND HIE ,,,. BY A F1 DIfi�7t CONHWN BURIAL 6PTH FOR EACH FOE n. mow/MO3ONG FLIGHT. 1- �`lsy.J am;, Q0 M. ..�� YD•..,,, pi ANCHOR BASE POLE DETAIL 4 A-8@1-3s"1/4-LANDSCAPE AREA '!N''N;, f j,' ,,cen pa•, E. =OM N.TS N: 11' a.oI I a° :A: ;ac I 3FATEDP -e U6 6.9� B-1 @ 3.5 7QNAt , 5 I o- _ 0 1 CE - :.+.,.nil E 1 D a i- nD.3cr TIRE ! _ 238 FORMAN . o .-H11MW.4ru I, v 2 R 0.0� �.-W.t c ni r»€.ac Do 1.4 OFFICE ho Pro0ManceeLED"-Small Housing PROS I,r.e r I A ono LED`-Bollard PROD In.e 1 W r'-=w'- ism -_� t.S 0.7 �: f jXXX r� z i 4.ttttC„Aitt tttsttt a.... . .a • »m..Pi • .....o. _... • ,.eR m m"" Ile "" 411> Wt3� n.s o.qDIMINO aoo,A�.L.mxcc. r,.a...e.w. a,eEDecAPE rcd-3_ 35 ARFA - .s - 0.i 1.0, l= .srasva ..,e, = ws...mlaw.. DOSLLTNG CBS .._ FX. 'J ...a • € - .wr..'n... �' .°""�+� - ��« - -.-- - 031srlNcceSwAu DELRAY BEACH,FLORIDA g. .. .i' ° °° EXISTING , MAHOGAFff • 4ssT'- B-2 @ 3.5' RIM .- .4 , T�R) b.0 ExISTING i-0 9.9 I NUM.I DE8CRPTiOR I DATE y LANDSCAPES I• AO g �� ® / - - -_--\\ AREA n p -,� t 2 1.7 '^' e ©- f- AD.)ACE 1 � ! e fi.9 A8 110 W Ei4 3.5 r DRIVE 111i) 2._ 0.8 � 'NO DRIVE ao.ri... ..Does. canes v n.resr,a rry Z.D.M.»�w.,ID ro, MOW _-_ '..:.-_ l- _ _ WITHIN`A FEET INN `, _ _ t -- - CN THIS SIDE' M.YNI M Sea M .m..9Y�r itp l YA. PIT al 4.sarw M'WI PS 0.10. lDl '�'.� EJtlSTLNC3 PAVER S7CElvALN. IXISi1NG SIGN n n u a duos . n ... •a.rp ^ ..........• "¢ls� I"wi a • s�°: IMM.Y PM Mat. 75.00' f' 'o�.`.� �' :aaaxs 1.1w0li �b ..n i"'rw ... AY N.C. J aeoe...».,<, amo.1-.60.7 MIESE CRANKS ARE PREPARED PER AADARDS N.E. 1ST AVENUE DESIGND I AID REPRE$LT JEI ARCNIECT MD - - -.-- ENGINEERS- - ARE NOT INTENDED TO PROVDE EVERY DETAL OR OMICRON g - _ �� name .0 REQUIRED TO�1/STRUCT 1HE T,.. BUILDING.THE CONTRACTOR*HOUGH SUBMITTALS NO OTHER COORDINATION EFFORTS LS FULLY REE OR581.E FOR PROVONG A " COMPLEIE MO OPERATIONAL BULIMIC NETHER NOCATED OR THE PUNS OR NOT. . FILE NUMBER k A , „ ,y, ,,w,p- .Y.,::` .,,,.,,,..,h,,,.:,.r.:,SZ.,;ri,+> l Y jtzi.•c:NC„�':`H' DRAWING tRRE rrr r.. ,re`e<N;: Nr`a�: .s�sys ?6 �,i'�.a��::::a1rr �•�` �ras,4 ` ,'��; SITE PLAN s Schedule ' --- --- -_ .Runner I ADJACENT DRIVE1 Symbol L�!Qo.Yp 'twem.er ;Catalog Des Descry.) Leaq ems. In""'" Ilene Per Lamp j LJsta Lase Fedor Mew PHOTOMETRICS 2 Mp1TECI1,WL AREA ';PROEFY33030 PROVIDENCE DIE-CAST ALUMINUM I32 RCM 219C(NODES 30001( 1 }PROB43.9030.ie. 1 3036 na 43..7 OA LIGHTING • FIXTURE.CLEAR FLAT ra ass LENS. SITE PHOTOMETRIC PLAN A /^ I 4 ARCHITEcruaKAREA 1PR06Y2-2D30-LDL W20NDENCE:DIECASTALUMINUM LED 32 219C DODOES.3000K PRoar2-2o3o OL.F maaeo 1 OS 2L9 N . BY I LIGHTINGI FIXTURE LIGHTLY DIFFUSED LENS(LDL).Y.. 1'.10 B I 1MOOl1LE.219C DATE I WAIN I I I I PHOTOMETRIC NOTE: 12/28/17 AJY JOB NO®ER Nm THE PHOTOMETRICS SHOWN ARE BASED ON UGHT FIXTURES INDICATED ,60605/,7020 a ON LUMINAIRE SCHEDULE. THE CONTRACTOR IS RESPONSIBLE FOR DRAWING NUM/ r^ PROVIDING FIXTURES INDICATED. IF THE CONTRACTOR SUBSTITUTES 1 ■ 1 i� PUN-BY-POINT RES, THE OCALCULTiONS FOR IS OFIXTURESSIBLE OR PROVIDING ` BEING SUBMITTED FORES isAPPROVAL LOT 3,BLOCK 66 LOT 2 BLOCK 66 N00'05'53"E 75.08'M. 75.00' P. FOUND4V CM F❑UND4z4" CM_ UNNUMBERED UNNUMBERED IWALL 0.7' EAST I I t 16' ABAN11❑NED ALLY /"-10 e a �r- i i'i1 uu■■\� ■r■sr\:mu _ it- iii��i �11_p_ illy;1 ____ 6' U.E. ❑RB1780,PG. 174 ii1= �.�\ ;�- _ - 111 \ Ili ;: - TW❑,STORY BOUNDARYANDIACATIONSIJRVEY �" BOLDING TYWA 0) 1 '� F.F. ELEV 22.10' $ I THE SOUTH 25 FEET Of LOT 10 ALL OF LOT 1yy ■ ! 11 LESS THE EAST 5 FEET OF SAID LOTS TOGETHER V1TH . a �„ \ 12.s ' L❑T 1 O THE I6 FOOT ALLEYRIGHT-OF-WAY ABANDONED IN ` II! ORE 16 F PAGE LEY ADJACENT TO SAID OLOTS NED •`tt "`° -�°Of i BLOCK 66 SUBDIVISION OF BLOCK 66 IA7' •/ ■ a„ga■q■ga■at• AS RECORDED IN PLAT BOOK 2 PAGE 81 OF THE •f711!!!■fl!!!!m!!!!!!1 an: I Ram: mit PUBLIC RECORDS OF PALM BEACH COUNTY,FLORIDA • uq■aggo= �� 'z' i� T �1n.R,U:L ��i:: L❑T 12 CL aBLOCK 66y :::p:::e o �1 1� 1111!'11!;tt i!iil a FINISH FLOOR `O I a ❑T 11 .....1111111111M�: i::MICAll �■N 11I O ELEV 22.77' 0 :LOCK 6.m, �]- I 'C"."gL❑T�I:e CV• �UI,I, 11I��Il�i�lil �: mK 6 N FINISH FLOOR d' ra: /a;7�j i IIHhI aim ■•■G iz11/ s :■■m■Trrl■o C' ELEV 21.98' .5'■ a■rI ■aa.Y:I/N//aaMa�-Maaa,.% • V rrl I 0 n■g H �y' 2 - sCD " !M • ,r F,I• . ::1 VC::: N �y rrign:. � III aaa a��l- '�i� earau 6.1 i ,iii IihAIIiiiiiilr o L1 . NI- 16.9 LU N MA: N • N 1� 41 C'7 Cr• TWO STORY Minn O BUILDING\ FINISH FL 22.97' L• 1 �c O Nino 00 ■. Z 6.5_\ J55 1 • 10' BRICK DRIVE - iii • Ann NO DRI E WITHIN t ` ''/O =MI 50 FEE THIS SIDE I w LA b N w r■■■qa WALL 0.6 N❑RTI] ix J LA TREE TREE. r■■q ■ I in WALL 0.1' '�"': ROMANS In iiiii I ...., ,p1~ Ia F❑UND NAIL & D �,� I rl'""'_ _ — I I cT c UNNUMBERED 1 !, ~ ' 'mai �Iouneni �t•�1llLrrli u =f lWrnrz s::—...--.I.. 1.:. z ��y�{�� - 1 NAIL & DISK p it 0 !". (� � I 2' CURB& GUTTER,• I UNNUM:ERED i � t-�� ADDITIONAL R/W N BENCH MARK ELEV. 20.11' ;xC & «��.ti_ *� S' i S00 00'00"E 75.04 M. 75e00 P. i �,� ,.� ; #t.-y = .,1 A I gyp, i Cr 100.02M. 100.00" P. 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M..poe WE Fro P.C..pent t iv-ranee Ai KS 5089 MD NI 7-I6-028 f�AL-. i u•Ro...e fee lend NAT-...Don as .chain E f n ee..,u.,point o REVISED -u-zm7 DRIVES 3L J'•,j•••' �i`� 12' CURB CUT La'u4:°�`L'° - t 1 , 2 , 3 , 4 , 5 , 6 7 , 8 , 9 , 11) ' 1 1 1 7 1 3 1 4 N A PRIVATE RESIDENTIAL PROJECT: HPB CONCEPT REVIEW - THE SPEAR RESIDENCE 701 NORTH SWINTON AVENUE N DELRAY BEACH, FLORIDA 33444 GENERAL NOTES CODES VICINITY MAP INDEX L ARCHITECTURAL DOCUMENTS: MECHANICAL/ELECTRICAL/PLUMBING DOCUMENTS: ARCHITECTURAL: ADD COVER BEET MMJ MECHANICAL NOTES,6QPPLEE/MEET DPc a FLowaA BUILDING CODE 2mn,6TH EDmo 4 L THE CONTRACTOR SHALL PERFORM?ANY AND ALL CUTTING AND NFPA 1-40I LIFE SAFETY CODE SR/EY AS PROVIDED BY CURER MU FECL4NICAL FLOOR FLAN Q PATCHING NFrE^n 4R'f i0 COMPLETE 1HE LJORC FLORIDA FIFE PREVENTION CODE,2mn EDITION AID ARCHITECTURAL SPECFICATIOFB F41 MECHANICAL DETAILS 2. Tl$CCNTRACTCR TSHALLILME NOT DIUT O T OBTAINING SERVICES, NATIONAL ELECTRICAL CODE,2mn EDITION Alm ARCHITECTURAL SITE PLAN M31 M�iWWCAI.SfECFIGATIOI'J OPERATIONS,OR UTILITIES WITHOUT OBTAa4IJCa OWNERS PRIOR A2J ARCHITECTURAL BITE DETAILS EAT ELECTRICAL NOTES,FrsFpir F9 4 BEET MEN 0LC K APPROVAL AND INSTRUCTIONS IN EACH CA5E. FLORIDA I CHAWCAL CODE,2mn EDOON FLORIDA PLt1 EY3 CODE,um EDITION Aim NG EXIST ARCHITECTURAL FLOM/DE1O FLAWS) El ELECTRICAL FLOOR PLAN 3. ALL CONSTRJCTIQ4 AND WORKMANSHIP SHALL CONFOR1 TO THE FLORIDA ACCESSIBILITY CODE/ADA-Sm,2011 EDITION A4m FR:POSED AT�'NITEGIIRAL FLOOR FLAN EL ELECTRICAL DETAILS REaJIRr'1'ET4T8 OF LOCAL CODES. A4J ARCHITECTURAL RaTIECTED GEL/4 FLOOR FLAN E3J ELECTRICAL RSER 4 PMEL S EDLLFS - 4. THE CONTRACTOR SHALL VISIT THE JOB 817E AND BE RESPONSIBLE FOR ALL OTHER RJLEB,REG.LATIONS AND COPES HAVING JURISDICTION A5m ARCHITECTURAL ELEVATIONS POI FUMING NOTES,Fr-Fail F4 4 SHEET INDEX IL THE VERFICATICN OF ALL ELEVATIONS,CONDITIONS,AND OMEN/NON/3NCLUDING BUT NOT NECESSARILY LIMITED TO. A6m ARCHITECTURAL ELEVATIONS Pll FLU'BIYG FLOOR FLAN - PRIOR TO COY'ENCING CONSTRUCTION re CITY CF DELRAY BEACH,PALM BEACH COUNTY-THE STATE CF FLORIDA AID ARGNRECIIRAL ELEVATIQB PI2 FUMB41 a DETAILS 5. ANY CONFLICTS OR 0111661Q*BELL.@!THE VARJOVS ELEMENTS CF CITY CP DELRAY BEACH ZONING REGULATIONS A8m ARCHITEC11RAL ELEVATIMS F2J FLLYEING DETAILS J THE WORKIG DRAWINGS AND/OR GENERAL NOTES SHALL BE BROYaN EP T CITY cF DELRAY BEACH ADOPT ORDINANCES TO TIE ATTE417101 CF THE ARCHITECT INVEDIATELY AND BEFORE A40 EMERIOR DOOR 4 IWO)SaEDW-E P31 FLIP5I0 DETAILS 0 J PROCEEDING WITH ANY IL ORK 80 NVOLVED. DO NOT SCALE AMO LIBERAL.ROOF DETAILS DRAW5GB. , 6. �E GENERAL`�R�TORS``°L"°OR°NATE"N � wTM EE VERIFY BLDG. DESIGN DATA STRUCTURAL DOCUMENTS: Wla-" SUBCO4TRACTOR5 THE SIZE AND L.00ATIOI CF ALL PI PIPNG,DUGTWORIC - TRENCHES,SLEEVES,SPECIAL BOLTING FOR EQUIPMENT COIDUITS, Sal STRUCTURAL 6FECFEATICN5 ETC. 0 CD 802 SIRJGTIRAI.SFECFIC4TICN9 T. THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR OCCUPANCY CLABSFICATIClL SINGLE FAMILY FiE81DE T1AL Sim Fa/0ATICN 4 FLOOR FRAMQY3 FUN H ALL MEANS AND MET140D8 OF CONSTRUCTION BL DG.CONBTRJGTIO4 TYPE, TYPE V,PR 1ECTED IRLE N S2m ROOF FRAMG FLAN ., a THE CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVIN.ALL FIWBH ZO41rIC.DISTRICT, RLa,t�.i ,B F FAMILY LOWA-ED.DENSITY RESIDENTIALP K CC SURFACES CLEAN AT COMPLETION CV THE WORK AND SHALL FET1OVE DESIGN WILD LOAD= no MILES PER HOUR(3 SECOND GUST) W ALL EXCESS MATERIAL AND DEBRIS Ii7O'1 TIE JOB REGULARLY. W�� CIBUILDINGHEIGHT LIMITATION, 35 FEET - S. JOBTH SITE MEASUREMENTS S ARE E BILL REBPCNSIBILITY OF THE J CONTRACTOR AND/OR BUBCLNTRACTOR AND P'1UST BE TAKEN FOR ALL W ITEMS BY ALL sFABRICATION.BcoNTRACTORs PRIOR TO FABRICATION. C, Im. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING 8 SOLID P.T.BLOCKING BEHIND ALL SHELVING,C B ETS,ETC,OR EQUIPMENT REGWRPY BACKING. IR IL FINAL INSPECTIONS ARE RECUIRED FCR ALL PERMIT& SYMBOLS ABBREVIATIONS PROJECT TEAM �W > - Q F E—DETAIL NUMBER , ,wst,=m.e I. MOT WO. w� """�' ` ARCFSTECT1 _ A- ALLPIMPICC Z DETAIL REFERENCE: a 4-SHEET NUMBER AMC + .rnAa+.m KM rr�r nv..- oa D.erui OD DOMD OM .M04.11. COPE ARCHITECTS,PIG 0 1111.000 Oa al OMR arm O.O anwINAIMPr 101 SE AST STREET ICC- KY. acmoo acL aaaww®r • mr. „�"rr n.. o°a"�""'Oi'"i DELRAY BEACH,FLORIDA 33483 - alik f ELEVATION NUMBER rrner GPM aroma ELEVATION REFERENCE: 4-SHEET NUMBER atMOO ,� R.. c811 (56U Ib9 3T91 E On m pa paw ®211 copearchitectg5 I alloce GONG m:oam wwar. nor A E-SECTION NUMBER c"rec DO+a°O°o..• oD1• COOLY Mt Cl)SECTION REFERENCE: :•s- E SHEET NUMBER ,_,,, ,Ca,,�1,,, a. a YECNANICAL/ELECTRICAL/PLUYBINQ ENGINEER' \ � CO wr. LAMY Taff aaAL - w ou°ii i.� w�.,o. ROM MOM EEACGN CIILAJLT1N6 ErjI'E ■ - an a. ant ro.. rer.awm a now awn e We NE6TH STREET,SUITE 102 � Z as r+ec aaa wR •OD.,+oar ass LII.Ln w ecuw mean EOThTCN BEACH,FLOPoDA 33435 IIHAIDDO D 3 f WALL NUMBER .... "e`aiv.w au MN MAIM MADAM INTERIOR ELEVATION 4p• 4-—INTERIOR ELEV. n ID.D+P. .aC.oM. 864.aCUD aa PNO 156U 424-3210 r 3 RK X S art 0 REFERENCE: 4-SHEET NUMB oar.ER r� r a ug .OMAR DMre Its �^-°r'8= N. COMMOa 3 oast. o.Rn m a rR ARAKS..t at awCArm . MU MGM MMoa . a STRUCTURAL ENCiIUIEERr - r.L r.l,t not .n.caw.L it ROM w .+ecm ROOM REFERENCE: 1® E ROOM NUMBER .a L Wi z"` McCARil1 1 ASSOCIATES,NC. C Mitt WS o MIONIR see IL ma CLIRO ce 601 NORTH CON!�aE5B AVE.E4SUITE'196-A n. Raor er To ,C ao eoo. DELRAY BEACH,FLORIDA 33445 Mil nna Mil Alt. ntna o n DOOR REFERENCE: To UP oMK.. �2 O (-DOOR NUMBER T"Pcr LOM 'wO ary PNO(561)265-686 4 - mm• tit TO". TOP CP x"'"a FAX 156U 265.6866 28 N z2< MD. l I JASSOClOC Drawn WINDOW REFERENCE: 0 t -WINDOW NUMBER • wow RW COPE I. NDtiLrfna. aauats.POIProject No. E "C N 'n. a enr 2018.32SPEAR H w MOMMAIM% .0 M.D. CAD File No. DICY. •C a � IO DS COVER SHEET NOTE REFERENCE: n i REFERENCE NUi tBER n OC Date - jrr.RJONI �. 1.111.2rMARCH 27,2018 /� tat t.e aam .Reps Drawing No. REVISION REFERENCE: A -EREVISION NUMBER 1... I.C4"0214 .0. .00 rwa rw:aan A4 E• �w AO 0 A A p atr.m,a ato M. r:ci„w • Polo a wry Rn Re.DRr arse. © CAPE ARCHITECTS,INC.,2018 e MD. riCAMTD Ma b a Tit:z tr."'..."' of - 1 I 2 I 3 I 4 5 I 6 I 7 I 8 I 9 I 1—� 11 I 12 I 13 I 14 ,..- 1 1 . • I 1 I 2 ' 3 I C. 5 ' 6 I 7 8 I 9 I 1 0 11 1 2 13 14 I GENERAL NOTES N N ARCI-HITECTURAL: BUILDING CODE COMPLIANCE: WALL COVERING: -- I. THESE DOCUMENTS INDICATE THE DESGN INTENT OF THE CONSTRUCTION 22. UNLESS OTHERWISE NOTED.WHEN DRAWINGS ARE IN CONFLICT.ENLARGED I. THE CONTRACTOR SHAL PERFORM U.ORC IN ACCORDANCE WI APPLICABLE I. INTERIOR FINISH MATERIALS SHALL COMPLY WITH LOCAL CODES. WHEN - PROJECT IN ORDER TO ESTABLISH STANDARDS FOR QUALITY AND/OR PLANS+DETAILS SHALL GOVERN HOWEVER,THE ARCHITECT SHALL MAKE CODES,REGULATONS,LOCAL AUTHORITY REGULATIONS a LOCAL CODE REQUIRED BY BUILDING OFFICIAL(5),APPLY FLAME PROOFING TO FABRIC PERFORMANCE. THE FINAL DETERMINATION IN THESE MATTERS. OFFICIALS DIRECTIVES. WALL COVERINGS. 2. THE CONTRACTOR SHALL INVESTIGATE THE JOBSITE a COMPARE THE CD'S 23. SUBMIT FOR ARCHITECTS REVIEW ABOVE BUILDING STANDARD SAMPLES a 2. THE CONTRACTOR SHALL PROVIDE TERMITE M1r.UTECTION AS PER FBC 1816.I.1 2. WALL COVERINGS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS N WL THE EXISTING CONDITIONS. THE CONTRACTOR SHALL INCLUDE IN HIS COST, LITERATURE. SUBM-IT FOR ARCHITECT'S CONSIDERATION SAMPLES+FxJDUCi SPECIFICATIONS FOR THE PARTICULAR SURFACE APPLICATION,INCLUDING WORK DESCRIBED IN THE CD'S+THAT IS REQUIRED OR REASONABLY IMPLIED LITERATURE a OTHER PERTINENT DATA OF ANY PROPOSED SUBSTITUTIONS. ANY PARTITION NOTES: TEMPERATURE AND DUST CONTROL. WALL COVERING REQUIRING BACKING SHALL V TO ACHIEVE THE D`ESGN INTENT `SUBSTITUTIONS OF THE CD'S. THE CONTRACTOR SHALL PROPOSED BY THE CONTRACTOR SHALL BE`SUBMITTED TO THE BE 50 APPROVED. APPLY WALL PRIMER PRIOR TO APPLYING ADHESIVE 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 WORK.OF ANY OMISSIONS IN THE DRAWINGS+ANT RESTRICTIONS RESPONSIBILITY TO RESEARCH 4 QUALIFY THAT THE PERFORMANCE a I. 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 ORGINALLY SPECIFIED ITEM 3. INSTAL SEAMS PLUMB a NOT LESS THAN SIX(6)INCHES FROM CORNERS, WORK-STRUCTURAL AND MEP RELATED WO PROF TO SUBMISSION FOR APPROVAL. CONTRACTOR SHALL BE LIABLE FOR 2. DRAWING DIMENSIONS AlE TO THE FACE OF STUD SURFACE UNLESS CLEAR OR - MATERIALS THAT ARE NOT AVAILABLE DUE TO UNTIMELY ORDERING 4 FOR THE CRITICAL SHALL BE MEASURED FROM FINISH FACE TO FINISH FACE. HORIZONTAL SEAMS SHALL NOT BE PERMITTED LLNDER ANY CIRLT15TANCES. 3. THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE A COMPLETE JOB IN COORDINATION OF SUBSTITUTIONS W/OTHER TRADES 4 DISCIPLINES. 4. REMOVE EXCESS ADHESIVE PROMPTLY.REPLACE PANELS(WHICH CANNOT BE EVERY RESPECT THAT ALOWS FOR THE FULL USE OF THE.COMPETED 3. MAKE NO MECHANICAL ATTACHMENTS TO EXTERIOR BUILDING SURFACES COMPLETELY CLEANED. FACILITY 4 CONSISTENT W THE DESIGN INTENT OF THE CD'S. THIS SHALL 24. SHOP DRAW INGS(TWO(2)COPIES TO ARCHITECT 4 TWO(2)COPIES TO ENGINEER), :WITHQ PRIOR NOTIFICATION AND APPROVAL FROM THE ARCHITECT. INCLUDE,BUT NOT BE LIMITED TO,COMPLETE UTILITY CONNECTIONS FOR H20, AS REQUIRED.SHALL BE SUBMITTED FOR REVIEW PRIOR TO FABRICATION OR S. CONSTRUCT CEILINGS+PARTITIONS PER MANUFACTURER'S RECOMMENDATIONS 5. INSTALLATION OF PATTERNED FABRIC WALL COVERINGS SHALL BE MATCH AT SEWER RAIN WATER LEADERS,DRAINS.POWER(W/TRANSFORMING TO ACHIEVE CONSTRICTION. SUBMIT FOR ARCHITECTS REVIEW PRIOR TO FABRICATION OR EDGE TO ADJACENT FABRIC PANEL. APPROPRIATE a NECESSARY VOLTS 4 AMPS).GROUNDS,NATURAL OR LP GAS. PURCHASE. SHOP DRAWINGS OR SAMPLES FOR MILLWORK.CUSTOM METALWORK, WITH DEFLECTIONS NOT TO EXCEED 1/240 OF THE SPAN. PROVIDE FIRE RATINGS VENTS,VLNTIL ATION,SMOKE EVACUATION,a BLOCKING,BRIDGING.STRUCTURAL CUSTOM CASEGOODS a OTHER ITEMS AS REQUIRED BY ARCHITECT FOR ABOVE AS REQUIRED BY CODE-SEE FBC AND LOCAL CODE AMMENDMENTS FOR ANY 6. REMOVE SWITCH PLATES+SURFACE MOUNTED FIXTURES TO PERMIT WALL - CC SUPPORTS.ETC. ALLOW FOR THE COMPLETE+{.YJRCING OF NOTED OR BUILDING STANDARDS ITEMS. SPECIAL FIR=STOPPING R:.QJIREMEh'T5. COVERING INSTALLATION 4 P=-INSTALL UPON COMPLETION. INFERRED EQUIPMENT. NG 5 INSTAL L WOOD BLOCKING AT ANY PARTITION SCHEDULED TO RECEIVE HANGING Q 25. CHANGES IN THE WORK SHALL ONLY BE ALLOWED W ONE OF THE FOLLOWING CABINETRY AND/OR SHELVING. 1. ''WALL COVERINGS SHALL B=FROM CONSISTENT DYE LOTS. 4. I ASONIBLT INFERIZ�D CONDITIONS NOT OTHERWISE INDICATED IN THESE WRITTEN DIRECTIVES: 1.)ARCHITECTS DIRECTIVE FOR MINOR CHANGES IN WORK, CD'S SHALL BE INTERPRETED AS HAVING THE SAME MEANING AS THOSE MOST 2.)CONSTRUCTION CHANGE DIRECTIVE FROM THE ARCHITECT.OR 3J CHANGE CC 8. NO SUBSTITUTION OF ANY SPECIFIED WALL COVERINGS OR FINISH MAY BE MADE SIMILARLY DETAILED+MORE FULLY DEFINED ELSEWHERE WITHIN THESE ORDER ISSUED BY THE ARCHITECT. CHANGES MUST FOLLOW MODIFICATION 6. INSTALL MOISTURE RESISTANT SUBSTRATE(WATER RESISTANT TYPE GYPSUMWITHOUT PRIOR APPROVAL OF ARCHITECT. K DOCUMENTS. CONTRACTOR IS TO NOTIFY THE ARCHITECT IF CLARIFICATIONS PROCEDURES NOTED IN AIA 4201-ARTICLE 1. CHANGES REQUIRING A CHANGE BOARD OR CEMENTITIOUS BOARD)WHERE CERAMIC TILE OR STONEWORK IS O K ARE REQUIRED. CONTRACTOR SHALL BE LIABLE IF INAPPROPRIATE INTER- IN COST OR TIME MUST BE EXPLICITLY NOTED AT TIME OF DISCUSSION IN FIELD, INDICATED. PRETATIONS CONFLICT WITH OTHER ELEMENTS OF THE WORK NOTIFICATION OR ARCHITECT OR AT JOB PROGRESS MEETING 4 FOLLOWED UP WITHIN TILE: TWO(7)WORKING DAYS BY WRITTEN CONFIRMATION. IF CHANGE IS AGREED TO 1_ INSTALL STEEL FRAMING FOR PARTITIONS TO COMPLY WITH ASTM C-154 a THE Imill 5. THE CONTRACTOR SHALL FIELD VERIFY CONDITIONS+DIMENSIONS INDICATED (WITHOUT EXPLICIT REFERENCE TO CHANGE IN COST OR TIME,A SUBSEQUENT GYPSUM CONSTRUCTION HANDBOOK BY US.GYPS,M,LATEST EDITION. I. INSTALL TILE IN ACCORDANCE W TILE COLNCIL OF AMERICA HANDBOOK FOR ILL - W THE CD'S a SHALL NOTIFY THE ARCHITECT OF ANY VARIATION PRIOR TO THE CHANGE ORDER MAY BE JUSTIFIABLY REJECTED. CERAMIC TILE INSTALLATION METHODS. - THE PRHAS�NG OF MATERIALS,FABRICATION OR CONSTRUCTION. THE 8. INSTALL a FINISH GYPSUM BOARD TO COMPLY W ASTM C-840.GA-216 57 CONTRACTOR SHALL BE LIABLE FOR RESTOCKING CHARuES,REPLACEMENT 26. PERFORM WORK 4 INSTALL MATERIALS IN STRICT ACCORDANCE WI MANUFACTURER'S GYPSJ'M ASSOCIATION a GYPSUM CONSTRICTION HANDBOOK BY US.GYPS.M- COSTS 4 FOR DELAYS IF HE FAILS TO COMPLY WI THIS PROVISION. SPECIFICATIONS+INSTRUCTIONS 4 IN A MANNER CONSISTENT W/INDUSTRY LATEST EDITION. PREPAY=SURFACE AS REQUIRED FOR FINAL SURFACE FINISH 2. CONTRACTOR IS RESPONSIBLE FOR PROVIDING APPROPRIATE SUBSTRATE(I.E. STANDARDS FOR WORKMANSHIP. AS RECO`CIENDED BY GYPSUM CONSTRUCTION HADBOOK. MOISTURE RESISTANT GYPSUM BOARD.'WONDERBOARD',ETC.). E. THE GENERAL CONTRACTOR.UPON AWARDING CONTARCTS TO SUB- /� J CONTRACTORS.SHALL SUBMIT TO THE ARCHITECT 4 THE OWNER A LIST OF 21. GYFS,S1 4 METAL STUD CONSTRUCTION SHALL BE DONE IN ACCORDANCE W S. PROVIDE FRE RESISTANCE RATED PARTITION ASSEMBLIES IDENTICAL TO U.L. TELEPI-IONE/DATA/ELECTRI CAL NOTES: v J ITEMS 4 THEIR DELIVERY SCHEDULES. THE CONTRACTOR,PRIOR TO ORDERING RECO-THENDATION5 a INSTRUCTIONS PUBLISHED BY U.S.GYPS2.1 COMPANY- DESIGNATIONS(UNDERWRITERS LABORATORY)SHOWN IN THE FIRE RESISTANCE AN ITEM-SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT+OWNER GYPSUM CONSTRUCTION HANDBOOK-LATEST EDITION. CONSTRUCTION JOINTS MUST DIRECTORY OR LISTED BY OTHER TESTING AGENCIES ACCEPTABLE TO 1. WORK SHALL BE IN ACCORDANCE;://APPLICABLE NATIONAL.STATE AND OF ANY ITEM 941CH MAY CAUSE THE PROJECT TO BE DELAYED DUE TO LONG. (ICM"R AT A MAXIMUM OF 25 FT.ON UNDERSIDE OF ROOF DECK. AUTHORITIES HAVING JURISDICTION. LOCAL ELECTRICAL CODES. ILI w - LEAD TIME IN OBTAINING- p{�28. FINISH CARPENTRY 4 MILLWORK SHALL BE DONE IN ACCORDANCE LW THE MILL I.UORK NOTES: 2. IN MM/P DESIGN-BUILD PROJECTS.MECHANICAL a ELECTRICAL ENGINEERING 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACHIEVING SUBSTANTIAL ARCHITECTURAL WOODWORKS INSTITUTE(A'JI)STANDARDS FOR SELECTION OF COMPLETION REGARDLESS OF DELIVERY DATES FOR MATERIALS+EQIP'MT. MATERIALS.HARDWARE.FABRICATION,WORKMANSHIP 4 FINISHING. DRAWINGS SHALL BE SUBMITTED TO ACTOR S T FOR REVIEW a APPROVAL PRIORti) CD I. MILLWORK 4 CASEWORK SHALL COMPLY L:/ARCHITECTURAL WOODWOORG TO START OF CONSTRUCTION. CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY 8. THE AREHITEGT HAS NOT CONDUCTED NOR INTENDS TO CONDUCT ANY QUALITY STANDARDS.GUIDE SPECIFICATIONS a Q'AL ITY CERTIFICATION PROGRAM FOR COORDINATING VARIOUS TRADES. CONTRACTOR SHALL CONTROL INSTALL- 29. EXAMINE SJR=ACES TO DETERMINE THAT THEY ARE 5^-.1.1D,DRY,CLEAN a ADY AT ION S=QU=NCE OF VARIOUS ITEMS TO ACCO riODATE DIMENSIONAL REQUIRE- H H INVESTG IO ATN A5 TO THE PRESENCE OF HAZARDOUS MATERIALS.IN[LUD iNG TO RECEIVE FINISHES OR MIL u;ORC PRIOR TO INSTALLATION. START OF LATEST EDITION CUSTOM GRADE UNLESS OTHERWISE NOTED. MENTS OF TOTAL ASSEMBLY INCL::D ING MECHANICAL,ELECTRICAL.PYBING.Fl RE Z ASPESTOS,WITHIN THE CO FIN.E5 OF THIS PROJECT. THE ARCHITECT ACCEPTS INSTALLATION SHALL IMPLY ACCEPTANCE OF SUBSTRATE a S::ALL NOT BE NO RESPONSIBILITY FOR THE IDENTIFICATION.THE REMOVAL OR ANY EFFECTS GROUNDS FOR CLAIMS AGAINST IMPROPER PERFORMANCE OF INSTALLED MATERIAL. 2. INSTALL FIRE RETARDANT TREATED WOOD PRODUCTS WHERE REOJI RED TO ALARM,DATA,TELEPHONE.SPRINKLER PIPING AND ANY a ALL EQUIPMENT. 1114 FROM THE PRESENCE OF THESE MATERIALS. ADVISE ARCHITECT OF ANY EXISTING CONSTRICTION NOT LEVEL-SMOOTH+ COMPLY WITH THE BUILDING CODE. PLUMB WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRUCTION. 3. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL,MECHANICAL,ELECTRICAL a ILI CC - 9. THE CONTRACTOR SHALL ISSUE COMPETE SETS OF CD'S TO EACH OF THE 3_ COORDINATE INSTALLATION OF ALL IN-WALL STEEL ANCHORAGE,GROUNDS.+ PLUMBING ENGINEER'S OR ANY OTHER CONSULTANT'S DRAWINGS SHALL BE MMI SUB-CONTRACTORS FOR COORDINATION OF THEIR WORK AND DESCRIPTION OF 30. INSTALL+MAINTAIN NECESSARY COVERNS,PROTECTIVE ENCLOSURES. MISCELLANEOUS BLOCKING W OTHER TRADES FOR PRECISE LOCATION. BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION. WORK CI _ INSTALLED IN CONFLICT W/THE ARCHITECT'S DRAWINGS OR CREATING CONFLICTS SCOPE. TEMPORARY DOORS t PARTITIONS+DUST BARRIERS TO PROTECT OCCUPANTS 4. THE MIL'_W.OR<CONTRACTOR SHALL OBTAIN 4 VERIFY FIELD MEASUREMENTS DUE TO INSe iCIENT COORDINATION OF U.ORK SHALL BE CORNECTED BY THE - +Ex:STING WORK WISHES TO REMAIN. O ADDITIONALD +REPLACE .. O OWNER. +CONDITIONS AFFECTING HIS WORK a SHALL B=RESPONSIBLE FOR DETAILS a CONTRACTOR a THE CONTRACTOR'S EXPENSE a SHALL NOT IMPACT THE SCHEDULE. 10. THE CONTRACTOR SHALL APPLY FOR OBTAIN a PAT FOR PER-HITS,S,FEES CAUSED BY IMPROPER PROTECTION AT NO CHARGE TO OWNER - ALL' DIMENSIONS ASSURNG PRECISION+PROPER ASSEMBLY OF HIS PRODUCTS. G INSPECTIONS+APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION THE CONTRACTORNEITHER HERL_THE MO ITION E FORAY+ALL DAMAGE WHICH MAY 4. REFER TO ENGINEERING DRAWINGS FOR CIRCUITING+SPECIFICATIONS. MECHANICAL OVER THE PROJECT.YCONTRACTOR IS V RIANCE L COPIES OF FORCE. OCCUR DURING NG.C DEMOLITION OR PCONSTRICTIONSAME MMEDIAT TO THE TO OWNER NOTIFY A�HITECT OF ANY VARIANCE W/CODES IN FORCE. EXISTING BUILDING. CONTRACTOR SHALL REPAIR SAME IMMEDIATELY TO MATCH 5. COORDINATE ITEMS TO INS,/RE DELIVERY TO THE PROPER LOCATION+ +ELECTRICAL ENGINEER'S DRAWINGS DO NOT SPECIFY LOCATIONS OF FIXTURES, fr CONTACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE W THE REGULATIONS ADJACENT SURFACES IN GOOD CONDITION. VERIFY PHYSICAL ACCOMMODATION WITHIN THE CONFINES OF THE PROJECT OUTLETS.OR EQUIPMENT-REFER TO ARCHITECT'S DRAWINGS. liU ■ OF ANY a ALL PUBLIC AUTHORITIES(FEDERAL.STATE 4 LOCAL)HAVING AS REQ.0 TIRED. W JURISDICTION OVER THE r'Ir.GJECT. 31. WORK DAMAGED DURING CONSTRUCTION OR NOT CONFOORtMING TO SPECIFIED E. SEPARATE JUNCTION BONES BY AT LEAST ONE(I)STUD'WHERE TELEPHONE+- - STANDARD TOLERANCES OR MANUFACTURERS INSTRUCTIONS FOR INSTALLATION ELECTRICAL OUTLETS APPEAR BALK-TO-SACK OR SIDE-BY-SIDE. 6. SET WO�PLU'MB.LEVEL 4 SQUARE,SCRIBED TGHTLr+ACCURATELY TO ADJ'T. SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER INDICATED ON DRAWINGS TO IL PROviDE+PAY FOR ANY AND ALL MATERIALS.LABOR EQUIPMENT,TOOLS SURFACES.SECURELY ANCHORED IN POSITION _ CONSTRUCTION EQUIPMENT,WAREHOUSING,TRANSPORTATION+DELIVERY COSTS. HIGHEST QUALITY STANDARDS. 6. OUTLETS,SWITCHES+JUNCTION BOXES LOCATED IN ACOUSTICAL PARTITIONSICC HOISTING,REMOVAL OF TRASH+DEBRIS.a OTHER FACILITIES 4 SERVICES 32. MAINTAIN EXIT.EXIT LIGHTING,FIRE PROTECTIVE DEVICES 4 LIFE SAFETY SYSTEMS SHALL RECEIVE EQUIVALENT INSULATION BEHIND BOXES. F NECESSARY FOR THE EXECUTION+COMPLETION OF THE WORK. IN WORKING ORDER 1. LA IiNATE EDGES OF COUNTERTOPS 4 EDGES OF DOORS PRIOR TO FACING 1. WHERE WALL MOUNTED OIUTLETS ARE INDICATED SIDE-BY-SIDE.THE MAXIMUM N 12. WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHER- 33. EXIT DOORS.EGRESS DOORS 4 OTHER DOORS REQUIRED FOR MEANS OF EGRESS COUNTERTOPS OR DOORS. SEPARATION SHALL BE SIX(6)INCHES.CENTERLINE TO CENTERLINE,EON_ WISE NOTED. REFERENCES TO THE CONTRACTOR SHALL INCLUDE THE GENERAL SHAL BE OPERABLE FROM INSIDE WITHOUT USE OF A KEY OR SPECIAL KNOW- O - UCCONTRACTOR AND SUB-CONTRACTORS. _EDGE.OR EFFORT. 8. COINATE PU'MIN EXACT PLACEMENT OF BG+ELECTRICAL FIXTUS ELECTRICAL RE 8. GANG OUTLETSWHERE a SWITCHES ERE POSSIBLE. - - a. GKJ SWITCHES+OUTLETS TO BMILLWORK. HAVING INSTALLED WITHIN THE - H 13. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR 4 CONTROL 34. VERIFY KEYING REQUIREMENTS OF ALL NEW LOCKS WITH OWNER WALL MOUNTED ELECTRICAL.TELEPHONE 4 DATA OUTLETS SHALL BEINSTALLED OVER CONSTRUCTION MEANS.TECHNIQUES.SEQUENCES 4 PROCEDURES 4 FOR REPAIR REPLACE OR OTHERWISE MAKE GOOD TO SATISFACTION OF ARCHITECT AT EIGHTEEN(B3)INCHES ABOVE FINISHED FLOORS,UNLESS NOTED OTHERWISE 1111 Z COLNK..siNATING 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 CONSTRICTION. OF DUST,DEBRI,LOOSE CONSTRUCTION MATERIAL 4 EQUIPMENT. VACUUM 1 OR MOP 10. INSTALL LIGHT SWITCHES AT FOURTY-EIGHT(48)INCHES AFF.+WITHIN EIGHT(8)INCHE i Om E 14. THE ARCHITECT 4 OWNER SHALL NOT BE RESPONSIBLE FOR THE ERRORS, FLOORS 4 CLEAN WINDOWS. THE CONTRACTOR AT THE COMPLETION OF THE I0. ADJUST DOORS.DRAWERS 4 HARDWARE FOR PROPER OPERATION 4 CLEAN OF DOOR FRAME,WHO_ FOLLOW ADA REGULATIONS IN PUBLIC CIRCUMSTANCES. OMISSIONS OR DELAYS RESULTING FROM THE CONTRACTORS PERFORMANCE. PROJECT.SHALL CLEAN THE ENTIRE BUILDING AND LEAVE IT IN ACCEPTABLE SURFACES_INSIDE 4 OUT. CONDITION. II. THERMOSTATS SHALL BE INSTALLED AT SIXTY(60)INCHES AFF.ADJACENT TO IS THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS a OMISSIONS OF THE II. COMPLY W MILLWORK MANUFACTURER'S+INSTALLER'S R.COMMENDED OPTIMUM-( LIGHT SWITCHES.U__SS NOTED 07HER95E, CO CO CONTRACTOR'S EMPLOYEES.SUB-CONTRACTORS 4 THEIR AGENTS 4 3b. SUBSTANTIAL COMPLETION SHALL BE THE DATE ON WHICH THE PREMISES ARE TEMPERATURE 4 HUMIDITY CONDITIONS FOR STORAGE 4 INSTALLATION OF WORK EMPLOYEES 4 ANY OTHER PERSONS PERFORMING ANY OF THE WORK UNDER AVAILABLE FOR OCCUPANCY FROM THE CONTRACTOR a SHALL BE AS DEFINED 12. INCANDESCENT LIGHT FIXTURES ARE TO BE ON DIMMERS.UN.O_ - A CONTRACT W'ITiH THE CONTRACTOR IN AIA DOCUMENT 4201. ADDITIONAL TOUCH-UP OR MINOR INSTALLATION WORK 12. COMPLY W ARCHITECTURAL WOODWORK QUALITY STANDARDS.GUIDE II MAY BE INCOMPLETE. SPECIFICATIONS 4 QUALITY CERTIFICATION PROGRAM,SECTION 1500 FACTOR 13. (INHERE LIGHTS a SWITCHES ARE NOT NOTED WY LOWER CASE LETTER IS. OTHER CONTRACTORS 4 THEIR SUB-CONTRACTORS MAY BE WORKING ON THE FINISHING SYSTEMS FOR FINISHES NOTED. DESIGNATION,THE SWITCHES ARE TO BE CONNECTED ONLY TO THOSE LIGHT PREMISES SIMULTANEOUS WITH THE DURATION OF THIS CONTRACT. NO ACTION 31. WARRANT TO THE OWNER THAT ALL MATERIALS 4 EQUIPMENT FURNISHED+ FIXTURES WITHIN THAT SPECIFIC ROOM D SHALL BE TAGEN ON THE PART OF THIS CONTRACTOR OR ANY SUB- INSTALLED UNDER THIS CONTRACT SHALL BE NEW UNLESS OTHERWISE SPECIFIED. FINISH NOTES- X 4 3 CONTRACTOR TO IMPEDE THE ACCESS OR OPERATION OF ANY OTHER a WORK SHALL BE OF GOOD QUALITY,FREE FROM FAULTS 4 DEFECTS 4 CONFORMS - 18. FLOOR MOUNTED OUTLETS ARE DIMENSIONED FROM THE CENTERLINE OF THE CONTRACTOR ON THE PREMISES.EITHER UNION OR NON-UNION. WITH THE CONTRACT DOCU:TENTS. I. INSPECT MATERIALS FOR DEFECTS,FLAWS,SHIPPING DAMAGE,CORRECT COLOR OUTLET TO THE FINISHED FACE OF THE PARTITION AND/OR COLUMN,UNLESS 0 4 PATTERN.INFORM ARCHITECT CF-ANY DEFECTIVE MATERIALS a COORDINATE NOTED OTHERWIISE. Il. U.ORK SHALL BE DONE DURING NORMAL WORKING HOURS. CONTRACTOR SHALL 38. FOR A PERIOD OF ONE(1)YEAR BEGINNING AT THE DATE OF SUBSTANTIAL W THE MANUFACTURER FOR ACCURATE SHIPPING DATES FOR THE REPLACEMENT N. - SCHEDULE 4 PERFORM SO AS NOT TO UNREASONABLY DISTURB ANY COMPLETION-CONTRACTOR SHALL PROMPLY CORRECT WORK FOUND NOT TO BE MATERIAL. 15. ELECTRICAL ITEMS INDICATED IN OR ON CABINETRY SHALL BE SUPPLIED, - NEIGHBORS 4 SHALL BE RESPONSIBLE FOR ANY OVERTIME COSTS INCURRED IN ACCORDANCE W THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BEAR INSTALLED 4 COORDINATED BY THE CONTRACTOR THEREBY. ALL COSTS OF CORRECTIONS. 2. FLOOR COVERINGS SHALL BE REPAIRED IN RENOVATION wORrK TO MATCH ADJACENT SURFACES. FLOOR COVERINGS IN CLOSETS SHALL MATCH ADJACENT IS. ELECTRICAL SUB-CONTRACTOR SHALL MAKE FINAL CONNECTIONS FOR ALL FLOOR 18. THE CONTRACTOR SHALL COORDINATE+WORK W BUILDING OWNER REGARD- 3e. UNLESS OTHERWISE NOTED.FASTENERS+ATTACHMENTS SHALL BE FULLY SURFACES. OR WALL OUTLETS TO FURNITU SYSTEM POWER POLES(INHERE APPLICABLE) z e c ING HEAT-WATER ELECTRICITY,DELIVE I_ .ACC_ .-EVA V - CONCEALED FROM VIEW U\_=5S FLOOR NOTED OT COVSRING IN CLOSETS SHALL MATCH ADJACENT ROOM RE H=RW':5=. FO N'G MANUFACTURERS STANDARDS FOR INSTALLATION AND APPLICABLE c ABILITY,STAGING.NOISE CONTROL.TRASH 4DEBRIS REMOVAL.HOISTING, CODES. a ANY OTHER UTILITIES OR OWNER'S RULES+REGULATIONS CONCERNING THE 40. THE ARCHITECT'S SEAL AFFIXED TO THESE CONTRACT DOCUMENTS,SHALL 3. CONTRACTOR WILL BE RESPONSIBLE FOR PROVING AN APPROPRIATELY -",,,,1 PROJECT SITE. CONTRACTOR SHALL COORDINATE USE OF RESTROOM CERTIFY TO THE BEST OF OUR KNOWLEDGE.THAT THESE DRAWINGS MEET THE LEVEL 4 SMOOTH CONCRETE OR OTHER SUBSTRATE TO MEET THE CARPET(IF IT. PHONE 4 DATA OUTLETS SHALL BE SINGLE OUTLET BOX WI PULL STRING+RING FACILITIES FOR HIS EMPLOYEES WITH THE OWNER. APPLICABLE STATE 4 LOCAL CODES. IF ANY PORTION OF THESE DOCUMENTS 15 CARPET IT USED)MEETING INDUSTRY STANDARDS PRIOR TO INSTALLATION. FOR WIRING. WIRING OR CABLING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE. - _ FOUND TO BE IN CONFLICT W/STATE OR LOCAL CODES.THE ARCHITECT SHALL �41 o f_ IS. THE CONTRACTOR SHALL PROCURE MATERIALS 50 AS NOT TO DELAY BE NOTIFIED IN WRITING BY THE CONTRACTOR 4. CARPET,IF USED.SHALLN.BE INSTALLED IN THE SAME DIRECTION. SEAM 18. THE SIZE OF NEW TELEPHONE 4 DATA LINE CONDUITS SHALL BE AS PER "a SUBSTANTIAL COMPLETION. THE CONTRACTOR SHALL NOTIFY ARCHITECT CARPET AT DOORS AND ON CENTERLINE OF DOORS.TYPICAL. SUPPLIER'S SPECIFICATIONS. VERIFY REQUIREMENTS W/OWNER Dr000 WITHIN FIVE(5)DAYS OF EXECUTION OF CONTRACT OF ANY MATERIAL 41. CONTRACTOR SHALL BE RESPONSIBLE IN PROVIDING THE OWNER A COMPLETE RW COPE DELIVERY WHICH COULD DELAY COMPLETION OF THE CONTRACT. SET OF'AS-BUILT'OR RECORD DOCUMENTS. PAINTED SURFACES: 13 INSTALL BUILDING STANDARD COVER PLATES FOR OUTLETS+'w'ITCHES. Project No. 2018.32SPEAR 6 20. COORDINATE INSTALLATION SCHEDULING.PROVISIONS FOR OWNER BY ON,LOCATIONS-a 42. PROVISIONS C THE AlA A201-GENERAL CONDITIONS,APPLY TO THIS CONTRACT 20. EXHAUST FANS SHALL BE SILENT RUNNING a SHALL HAVE A MINIMUM EIGHT(8)FOOT I. PAINTEDORFINISH METAL 4 WOOD TRIM SHALL 0 SEMIGLOSS ALKYD ENAMEL. CAD no No. PURPOSES OF THISH ITEMSCONTFURNISHEDRACT. BY THE OWNER+ E OTHERS,FOR THE BY REFERENCE UNLESS SPECIFICALLY MODIFIED IN WRITING BY THE OWNER OR COLOR TO MATCH ADJACENT WALL UNLESS NOTED OTHERWISE OTHER SURFACES LONG DUCT_(I)I EN THE RETURN AIR GRILLE a FAN MOTOR DUCT SHALL BE OF-01 t ES FURNISHED THEEFOLLOWING ABBREVIATIONS APPLY: ARCHITECT. SHALL BE LATEX,FLAT FINISH. PAINTED FINISHES WITHIN BATHROOMS+KITCHEN/ LINED W ONE(I)INCH MIN.THICK FIBERGLASS LINER DO NOT LOCATE FAN MOTOR SPEC SHEET t CO .ACT R INSTAL ED a OWNER CONTRACTOR RF CI• E 4R FU CONTRACTOR GALLEYS/PANTRY SHALL BE SEMI-GLOSS ALKYD ENAMEL. ABOVE CEILING OF ROOM SERVED BY FAN-LOCATE MOTOR ABOVE CORRIDOR • OR OPEN AREA CEILING. PROVIDE SPARK PROOF MOTORS OR EXPLOSION PROOF MARCH 27,2018 - CONTRACTOR INST01•C,NT URNCTODFURNISHED1I a MOTORS FOR LOCATIONS INVOLVING FLAMABLE MATERIALS(ONLY IF APPLICABLE) Drorin No. INSTALLED.AND GF-OI•CONTRACTOR FURNISHED+OWNER INSTALLED. 2. PREPARE FOR 4 APPLY PAINT IN ACCORDANCE W THE MANUFACTURER'S SPECS. 9 FOR THE PARTICULAR SURFACE.ONE(I)COAT PRIME+TWO(2)FINISH COATS 21. THE CONTRACTOR SHALL COORDINATE+WORK W TRADES ON THE PROJECT MINIMUM APPLICATION. FOLLOW INDUSTRY STANDARDS FOR SURFACE PREPARATION 21. ACCESS PANELS AS REQUIRED SHALL BE INSTALLED FLUSH W CEILING+FINISHED NOT WINDER CONTRACT W THE CONTRACTOR(IA.TELEPHONE,DATA LINES, 4 APPLICATION ENVIRONMENT(TEMPERATURE a HUMIDITY). TO MATCH THE ADJACENT CEING FINISH. LOCATIONS OF ACCESS PANELS ARE TO RE M,FI ALARM ETC.). ANY CHANGES OR DELAYS ARISING FROM CONFLICTS BE REVIEWED WITH THE ARCHITECT PRIOR TO INSTALLATION. A BETWEEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR /� J O A AT NO ADDITIONAL EXPENSE TO THE OWNER H1© COPE ARCHITECTS,INC.,2018 .n =.4.8.` _ of 1 I 2 I 3 I 4 5 I 6 1 7 I 8 9 I 10 I 11 I 12 13 I 14 - • I 1 I 7 3 _ 4 _I N gV . SYMBOLS LEGEND: OWInOOW TYPE,SEE SCHEDULE )./, ,0 O e WINDOW PRESSURES(P.S.F.) O V FF ODOOR TYPE.SEE SCHEDULE E eDOOR PRESSURES(P.S.F.) — EXISTING PARTIAL FLpOR PLAN i SYMBOLS LEGEND: ` 1 NEW INTERIOR DOOR TYPE,SEE SCHEDULE ` WALL LEGEND: — — NEW SOLID P.T.WOOD BLOCKING FOR ATTACHMENT OF MISC.ITEMS PROJECT u�' EXISTING EXTERIOR CMJ WALL TO REMAIN EXISTING INTERIOR FULL HEIGHT NOS-LOAD BEARING PARTITION TO REMAIN o K NEW INTERIOR FULL HEIGHT nON-LOAD BEARING PARTITION TO FLITCH EXISTING CONDITIONS K L/✓I////✓////(OiiIONAL:WITH R-ll WTi INSUTATIONJ Q -EXISTING INTERIOR NON-LOAD BEARING PARTITION TO BE DEMOLISHED —I 8 _ ce :ELEV..8'A' Q TOP OF FNLBN CEILING J -- - _ • a ELEv..b'-M.'t' w Z J I,I - I j v I I I 1 TOP of uuroau�aD d> U I II1 l !P I _ -1 I I ■ I. ,-g° w I I zi-= o �9InNd��E f/ i Il&fl!� e �( Q� Yam YiOPtPfIWBNibT BOOR•RESIDENCE 06 >- 0 - I I I I 1 I : I 1 1 1 _ f l ' I ' I I I I I I I - I I z a - 1 jNo ce a - EXISTING ENTRY (WEST) ELEVATION Q U m _ z m 1--1 V r 5 V.. W v UW< . w>D C _ N�Oi 12 ce Z 0 e 111 II Ii1u' �8 v<'V Q W Lu :TOP OF W'-a CEILIG it III II �� 1 � 1 TOP cF uumcw Sao U ° - I II I1 `;� l yl__ll ICI Ifi L� JI F I�� ICI I III 1 , Ar, _n___ o - _ �I cI EI..Ev.«m'-m• r.-nmm'rYw) / t iOP tFfILeNieT FLOOR•RE&DQ�CE - I I I - I I I - 1 / I I I I I I I 1 1 (((( Y 4444440001 .— Z C I PROPOSED ENTRY (W ST) ELEVTION N Drawn 1 RW COPE Project No. B 2018.32SPEAR B PROPOSED ARCHITECTURAL CAD Fife No. PROPOSED FLR PLAN - FLOOR PLAN & ELEVATIONS MAt RCH 27,2018 Drawing No. SCALE: 1/4" = 1•-0•• A4t• 0A A © COPE ARCHITECTS,INC.,2018 . .�.w..,....L., _ of 1 2 4 5 I 6 I 7 I 8 I 9 I 10 I 11 I 12 I 13 I 14 - Sheet 1 of 2(Survey Related Data)-See Sheet 2 of 2 for Sketch of Survey.SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: THE SOUTH 15 FEET OF LOT 3 AND ALL OF LOT 4, BLOCK 1, DEL IDA PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE(S) 52, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. PROPERTY ADDRESS: 701 NORTH SWINTON AVENUE DELRAY BEACH, FL 33444 INVOICE NUMBER: 85982-SE DATE OF FIELD WORK: 11/20/2017 CERTIFIED TO NOT APPLICABLE / UNKNOWN SAMUEL SPEAR JR FLOOD ZONE: X FLOOD MAP: 12099C PANEL: 0977 SUFFIX: F PANEL DATE: 10/05/2017 GENERAL NOTES: 1.THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT.NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2.ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY,FENCE T1ES SHOWN ARE TO GENERAL CENTERLINE OF FENCE.THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF,OR CHANGES MADE TO,ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES.DETERMINATION OF FENCE POSITIONS SHOULD BE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 3.GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS-DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 4.UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN AND AS MARKED BY A REPUTABLE UTTLITEB COMPANY. 6.ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM(N.O.V.D.1929)OR NORTH AMERICAN VERTICAL DATUM(NAV.D.1988)A8 SHOWN ABOVE, O.ALL BOUNDARY AM)CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 7.CORNERS SHOWN AS'SET'ARE IDENTIFIED WITH A CAP MARKED LA(LICENSED SURVEYOR)S 6839. I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR J,EOEND' SURVEYS.AS SET FORTH BY THE FLORIDA BOARD OF SURVEYORS AND M APPERS IN CHAPTER S117.051 A-DENOTES ARC LENGTH P•DENOTES PLAT o.c ....awm BOUNDARY LINE A 6117.062 OF THE FLORIDA ADMINISTRATIVE CODE,PURSUANT TO SECTION 472.027,FLORIDA CA•DENOTES CENTRAL ANGLE PK-DENOTES PARKER KALON NAIL BUILDING LINE STATUTES,AND THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET CATV-DENOTES CABLE T.V.BOX PH-DENOTES POOL HEATER —- CENTERLINE FORTH IN CHAPTER 6J-17.062.PURSUANT TO SECTION 472.025,FLORIDA STATUTES. CH-DENOTES CHORD DISTANCE PP-DENOTES POOL PUMP EASEMENT LINE DE-DENOTES DRAINAGE EASEMENT R-DENOTES RADIUS —i—K—METAL FENCE FN-DENOTES FOUND NAIL TR-DENOTES TELEPHONE RISER -III--rl—WOODEN FENCE ; Digitally signed by L-DENOTES LEGAL UE•DENOTES UTILITY EASEMENT 0 0 0.PVC FENCE ?` J`, ,, l 4 M DENOTES MEASURED UP-DENOTES UTILITY POLE —I—I— Andrew Snyder,P.S.M. OHC-DENOTES OVERHEAD CABLE WM-DENOTES WATER METER OVERHEAD CABLE r Date:2017.11.21 i 16:00:07-05'00' LANDTEC . 11/21/2017 matt , U R V E Y I N C; SIGNATURE DATE: [ �•"•OPf I,. : ,. ANDREW SNYDER•PROFESSIONAL SURVEYOR AND MAPPER FLORIDA REGISTRATION No,5839(NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL °`' V111' Me,I.t II7•"1'V'' OR ELECTRONIC SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE) Sheet 2 of 2(Sketch of Survey)-See Sheet 1 of 2 for Legal Description,Certifications,Property and other Survey related data.SURVEY IS NOT COMPLETE WITHOUT BOTH SHEETS :\• BEARING REFERENCE: NI -'"-"'';ti -I NONE,RECORD INFORMATION RELIANT UPON ANGULAR DATA ONLY. ,4iT,E. ' . , _, .,,...., ....,,, ,. iz ALL ANGULAR DATA SHOWN HEREON REFERENCED THERETO. $`j.''` . s r'" a j....j 9CAlP:1"=3V !' NF lEi S, ` AERIAL.PHOTOGRAPH (bWYHOT SHOWIATESTIMPROVEMENT'S) (NOT-TO-SCALE) LOT 2 BLOCK I I ot: 125.00 ! 90 0002°(P) 90°04'411Mj REMAINDER OF LO'3 8923758'(P) 8 FOUND 112' I (NOT-INCLUDED) 89°5029'(M) > $I`I UP IRON ROD THE 5OU'H 15' 4., FOUND 1l2' 35x , �, ° 125.00(COM) OF LOT 3,BLOCK I IRON ROD o181 • 8, I 34.55' o CpNC o 54.59 Z .__. 35.85' /c �, - n A1CRR --� 25.00-PLAITED I i I — Q�I El 6.80 3.70-17 __" LOT LINE U Z g1 z < I Od p i � � � I N N 8 = ,-& FOUND 112'. ? I Z 8 RR g lOT4 ui IRON ROD 6;80 2.45' BLOCK I 8 N- u-1I a UP4 v M__ , o;.A 34. — 44.60 45.67 oG r F POUND I!2' R=25.00' t I IRON ROD CA=90°22102' I FOUND 1121 99.84'(NtM) UGHT POI 5'CONC WALK L=39.43' IRON ROD Ch=35.47' - I - JSPIIALT ROADWAY _ 50 RIGHTOF-V/AY — I (ROO5EVELT AVE)(FIAT) N. E. 7Th STREET I I','ii i.:_, 'I I':. ', ,,1.`i :I , ,-rtl..(Ifi ' .,,, ,, `'' I ir,G., ',i ,ci.,,P This survey has been issued by the following Landlec Surveying once: ,_. ",. r, . 600 Fairway Drive-Ste. 101 ud., , .,�III 1 1111n,1, . - • i 11 )11 :.• I I ":I,11 11 ,^;e .1 ',.'' ., Deerfield Beach, FL. 33441 LAN,DTEC___-• ) Job Num*:85982SE Rev.: Office:(561)367-3587 Fax: (561)465-3145 Dom„By; c.Form „ `:; u R V E. Y I IN (; www.LandtecSurvey.com Date d field Wort:lii2Ot ,T Rev.: , • • Sheet 1 of 2(Survey Related Data)-See Sheet 2 of 2 for Sketch of Survey.SURVEY IS NOT COMPLETE WITHOUT ALL SHEETS LEGAL DESCRIPTION: THE SOUTH 15 FEET OF LOT 3 AND ALL OF LOT 4, BLOCK 1, DEL IDA PARK, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 9, PAGE(S) 52, OF THE PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA. PROPERTY ADDRESS: 701 NORTH SWINTON AVENUE DELRAY BEACH, FL 33444 INVOICE NUMBER: 85982-SE DATE OF FIELD WORK: 11/20/2017 CERTIFIED TO NOT APPLICABLE / UNKNOWN SAMUEL SPEAR JR FLOOD ZONE: X FLOOD MAP: 12099C PANEL: 0977 SUFFIX: F PANEL DATE: 10/05/2017 GENERAL NOTES: 1.THIS SURVEY IS BASED UPON RECORD INFORMATION PROVIDED BY CLIENT.NO SPECIFIC SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY THIS OFFICE UNLESS OTHERWISE NOTED. 2.ANY FENCES SHOWN HEREON ARE ILLUSTRATIVE OF THEIR GENERAL POSITION ONLY.FENCE TIES SHOWN ARE TO GENERAL CENTERLINE OF FENCE.THIS OFFICE WILL NOT BE RESPONSIBLE FOR DAMAGES RESULTING FROM THE REMOVAL OF,OR CHANGES MADE TO,ANY FENCES UNLESS WE HAVE PROVIDED A SURVEY SPECIFICALLY LOCATING SAID FENCES FOR SUCH PURPOSES.DETERMINATION OF FENCE POSITIONS SHOULD SE BASED SOLELY ON THEIR PHYSICAL RELATIONSHIP TO THE MONUMENTED BOUNDARY LINES. 3.GRAPHIC REPRESENTATIONS MAY HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE MEASURED RELATIONSHIPS•DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED POSITIONS. 4.UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN AND AS MARKED BY A REPUTABLE UTILITEB COMPANY. 8.ELEVATIONS ARE BASED UPON NATIONAL GEODETIC VERTICAL DATUM(N.O.V.D.1929)OR NORTH AMERICAN VERTICAL DATUM(N.A.V.D.1988)AS SHOWN ABOVE. B.ALL BOUNDARY AND CONTROL DIMENSIONS SHOWN ARE FIELD MEASURED AND CORRESPOND TO RECORD INFORMATION UNLESS SPECIFICALLY NOTED OTHERWISE. 7.CORNERS SHOWN AS'SET ARE IDENTIFIED WITH A CAP MARKED LS(LICENSED SURVEYOR)B 5839. I HEREBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS FOR LEGEND} SURVEYS.AS SET FORTH BY THE FLORIDA BOARD Of SURVEYORS AND M APPERS IN CHAPTER 6J-17.051 A-DENOTES ARC LENGTH P•DENOTES PLAT w:'++..+...n..0..BOUNDARY LINE 68J-17,062 OF THE FLORIDA ADMINISTRATIVE CODE,PURSUANT TO SECTION 472D27,FLORIDA CA-DENOTES CENTRAL ANGLE PK-DENOTES PARKER KALON NAIL BUILDING LINE STATUTES.AND THAT THE ELECTRONIC SIGNATURE AND SEAL HEREON MEETS PROCEDURES AS SET CATV-DENOTES CABLE T.V.BOX PH-DENOTES POOL HEATER — CENTERLINE FORTH IN CHAPTER 6J-17.082.PURSUANT TO SECTION 472.028,FLORIDA STATUTES. CH-DENOTES CHORD DISTANCE PP-DENOTES POOL PUMP EASEMENT LINE DE-DENOTES DRAINAGE EASEMENT R-DENOTES RADIUS — —4—METAL FENCE FN-DENOTES FOUND NAIL TR•DENOTES TELEPHONE RISER —V/--VI—WOODEN FENCE Digitally signed by M DENOTES MEASURED UP-DENOTES UTILITY PO ENT —I o I o PVC FENCE OVERHEAD LE CABLE 'd Andrew Snyder, P.S.M. OHC-DENOTES OVERHEAD CABLE WM-DENOTES WATER METER Date:2017.11.21 16:00:07 -051001 `'' L.AN1?'EC a S SIGNATURE OATS 11/21/2017 r-��_••� SUR V E Y I f J�� \:1 ANDREW SNYDER-PROFESSIONAL SURVEYOR AND MAPPER � FLORIDA REGISTRATION No.6839(NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL :" "• • OR ELECTRONIC SEAL OF THE FLORIDA LICENSED SURVEYOR AND MAPPER SHOWN ABOVE)