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HPB- 11-05-03 DELRAY BEACH SIGN IN SHEET Aflrrj:, 1993 2001 Regular Historic Preservation Board Meeting of November 5, 2003 PRINT FULL NAME ADDRESS OR ITEM ORGANIZATION //i( 7Ax Z� 1'y v•/ L%e54-/ (1,Dn,lr- th loG Z MINUTES OF THE HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH DELRAY BEACH, FLORIDA PUBLIC HEARING MEETING DATE: NOVEMBER 5, 2003 LOCATION: FIRST FLOOR CONFERENCE ROOM I. CALL TO ORDER The meeting was called to order by the Chairperson at 6:00P.M. Upon roll call it was determined that a quorum was present. MEMBERS PRESENT: Mary Lou Jamison, John Miller, Jr., Randee Schatz, Rhonda Sexton, Francisco Perez-Azua MEMBERS ABSENT: Jim Keavney STAFF PRESENT: Wendy Shay, Ron Hoggard, Thuy Shutt Ms. Shay requested that Item III.C. for 75 NW 1st Avenue, Fleet Mortgage be added to the agenda. The amendment was made by Ms. Schatz, seconded, Ms. Jamison, and approved 5-0. II. PUBLIC PRESENTATIONS A. Downtown Master Plan Marketing Update Ms. Shutt presented an update regarding the Downtown Master Plan. She distributed information to the Board and informed them of upcoming public educational opportunities. III. CERTIFICATES OF APPROPRIATENESS Mr. Perez read a summary of the Quasi-Judicial Hearing procedures. He then swore in all those wishing to speak. As Mr. Endres, owner of 137 NW 1st Avenue, was not present, the Board moved the agenda up to provide time for Mr. Endres to arrive. Agenda item III.B. was then heard in front of Item III.A. A. Atlantic Grove, North 300 & 400 Blocks of West Atlantic, West Settler's Historic District, Tim Hernandez, New Urban Communities, Authorized Agent. Item Before the Board: Consider a Certificate of Appropriateness for elevation changes. Mr. Perez asked if there was any ex-parte communication. There was none. Mr. Hoggard presented the project to the Board and entered the project file into record. Tim Hernandez, Authorized Agent, was present to represent the project. Mr. Hernandez described in detail the need for the elevation changes. No one from the public was present to discuss the issue. It was moved by Ms. Jamison, seconded by Ms. Sexton and passed 5-0 to approve the Certificate of Appropriateness associated with a Class I Site Plan Modification for Atlantic Grove, based on positive findings with respect to LDR Sections 4.5.1(E)(7) and (E)(8), regarding compatibility of the proposed development with surrounding properties and LDR Section 4.6.18(6)(14), Architectural Elevations and Aesthetics - Criteria for Board Action. B. Endres Office, 137 NW 1st Avenue, Old School Square Historic District, Jude Endres, Owner. Item Before the Board: Consider a Certificate of Appropriateness and associated Class V Site Plan, Landscape Plan, Design Elements, and a demolition request of a contributing cottage/garage for the conversion of a contributing, single family home to an office. Mr. Endres was sworn in at this time. Mr. Perez asked if there was any ex-parte communication. There was none. Ms. Shay entered the project file and a copy of her resume into the record. Jude Endres, owner, was present to represent the project. Mr. Endres expressed his concern regarding the retention of the wood windows and was supportive of the installation of a copper colored roof. There was much discussion concerning the retention of the original windows on the front façade and the use of copper colored metal on the roof. -2- HPB Minutes 11/5/03 Ms. Shay supported the retention of the windows, where appropriate and feasible. The Board determined that retaining the windows on the front facade was not feasible due to the new design of the addition. However, staff and the Board did not support the use of copper colored metal on the building as it does not represent a historically appropriate material. After a lengthy discussion, it was determined that the windows throughout the building should be retained where feasible if they are in operable condition. If they are determined inoperable, they may be replaced with a similar light pattern and preferably the same materials and specified as such on the plans. The Board further determined that any original architectural details should be retained and noted as such on the elevations. Demolition It was moved by Ms. Jamison, seconded by Ms. Schatz and passed 5-0 to approve a Certificate of Appropriateness for the demolition of the contributing structure at 137 NW 1st Avenue, based upon positive findings with respect to LDR Section 4.5.1(F). Site Plan It was moved by Ms. Jamison, seconded by Ms. Schatz and passed 5-0 to approve the COA for the Class V Site Plan at 137 NW 1st Avenue, Endres Office, based on positive findings with respect to Chapter 3 (Performance Standards), Section 2.4.5(F)(5), Section 2.4.6(COA Findings) of the Land Development Regulations and policies of the Comprehensive Plan, subject to the following conditions: 1) That revised plans be submitted addressing the technical items and conditions of approval as noted in the staff report. 2) That a 5' sidewalk easement be accepted by the City Commission and recorded prior to Site Plan certification. Landscape Plan It was moved by Ms. Jamison, seconded by Ms. Schatz and passed 5-0 to approve the COA for the landscape plan for 137 NW 1st Avenue, Endres Office, based upon positive findings with respect to LDR Section 4.6.16. -3- HPB Minutes 11/5/03 Design Elements It was moved by Ms. Schatz, seconded by Ms. Sexton and passed 5-0 to approve the COA for the design elements for 137 NW 1st Avenue, Endres Office, based upon positive findings with respect to LDR Section 4.5.1(E)(4), (E)(8)(a-c),(g), (h), and (j), and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1) That original architectural components as follows: exposed rafter tails, consistent rectangular gable vents, the brick fireplace, and the shingle siding be retained and indicated on the elevations and that the new walls shall be smooth stucco. 2) That the finish of the proposed standing seam roof be changed from copper to a mill finish. 3) That the canvas awning specifications be submitted including dimensions. 4) That all windows will be 2/2 wood core, vinyl or aluminum clad with matching muntin profiles with the specifications indicated on the plans. Mr. Endres stated that a change to mill finish instead of the copper could institute an exterior color change as the proposed colors were based on the color of the roof. He inquired if that would necessitate a return to the Board for approval. Ms. Shay stated that a color change can be approved administratively. Mr. Endres asked if the change in roof material from standing seam metal to shingles would require a new Board review. Ms. Shay stated that it would not have to be brought to the Board if the roof material and color stay the same. At this time, a short break was given to allow the Board to read the staff report memorandum submitted at the beginning of the meeting for the following item. C. Fleet Mortgage, 75 NW 1st Avenue, Old School Square Office Building, Old School Square Historic District, McNeill Sign, Inc., Authorized Agent. Item Before the Board: Consider a Certificate of Appropriateness for the installation of an under canopy sign, pursuant to LDR Section 2.4.6(J). -4- HPB Minutes 11/5/03 Mr. Perez asked if there was any ex-parte communication. There was none. Ms. Shay presented the item to the Board and entered the project file into record. No one was present to represent the project. After a lengthy discussion, the Board concurred that the applicant should re-design the sign to be consistent with the existing free-standing sign including some additional detailing and that the owner should be notified that a Master Sign Plan would be required upon any additional submittals of sign applications for this property. The Board collectively was not pleased that there was no representation present for the applicant and agreed that the item should be tabled until such time as the applicant could re-design the sign per their direction. After much discussion, it was moved by Ms. Schatz, seconded by Ms. Jamison and passed 5-0 to table the item until the next meeting. IV. DISCUSSION ITEM A. Public Comments: None B. Report from Historic District Representatives: Ms. Jamison requested an update regarding a local demolition. Ms. Shay stated that she had not heard anything regarding the status of the project. C. Board Members: None D. Staff Comments Ms. Shay spoke with Mary Swinford, a member of the 2004 Florida Trust Conference Tour Committee, who is requesting volunteers to act as tour guides. The Board collectively expressed interest in participating. -5- HPB Minutes 11/5/03 V. ADJOURNMENT The information provided herein is the Minutes of the meeting of said body for November 5, 2003, which were formally adopted and approved by the Board on January 21, 2004. If the Minutes that 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. -6- HPB Minutes 11/5/03 4,44 AGENDA HISTORIC PRESERVATION o = BOARD MEETING `44y sv CITY OF DELRAY BEACH Meeting Date: November 5, 2003 Type of Meeting: Regular Meeting Location: First Floor Conference Room Time: 6:00 P.M. 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 Doug Randolph at 243-7127(voice), or 243-7199(TDD), 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. I. CALL TO ORDER II. PUBLIC PRESENTATIONS A. Downtown Master Plan Marketing Update III. CERTIFICATES OF APPROPRIATENESS A. Endres Office, 137 NW 1st Avenue. Old School Square Historic District, Jude Endres, Owner. Consider a Certificate of Appropriateness and associated Class V Site Plan, Landscape Plan, Design Elements, and demolition request of a contributing cottage/garage for the conversion of a contributing, single family home to an office. B. Atlantic Grove, North 300 & 400 Blocks of West Atlantic Avenue, West Settler's Historic District, Tim Hernandez, New Urban Communities, Authorized Agent. Consider a Certificate of Appropriateness and associated Class I site plan modification for alterations to the elevations of the eastern mixed-use building fronting West Atlantic Avenue. +5 INN Avg - Uccc - Car\Op IV. REPORTS AND COMMENTS A. Public Comments B. Reports from Historic District Representatives C. Board Members D. Staff November 5,2003 HPB Meeting Page 2 V. ADJOURN \r\ 9,V\cv O Wendy Shay, His ric Prese anon Planner POSTED ON: October 30,2003 DOWNTOWN DELRAY BEACH MASTER PLAN THE HEART Of DELRAY BEATS fOR BUSINE The Downtown Delray Beach Master Plan reflects a city proud of its past and focused on its future. It has shaped ii) a superior business environment designed to stand the test of time. Our Vision supports: • Local ownership of properties, business and development. • A "main street" ambiance that benefits businesses and keeps people coming from near and far. • Economic development that ensures the downtown area and its immediate surroundings remain the City's economic, cultural and governmental center. • Preserving and renewing quality and diversified commercial and residential development that keeps local businesses prospering through the years. Feel the heart, and catch the beat of a place where business comes and grows! DOWNTOWN P DELRAY VISION Iii K I'1"r". x .: - M ,J DOWNTOWN DELRAY BEACH MASTER PLAN 1 Kuipthi,,,/ The Downtown Delray Beach Master Plan reflects the citizens' vision x ' kV- for the unification and future growth of the downtown area. The Plan ' 1. ' % - provides a blueprint for the development of the City's oldest business ' ::! P P tY ' • y"'4` 414" ''""`r " districts and the surroundingneighborhoods. It encompasses the entire . � --� -., g P -,' Atlantic Avenue commercial corridor east of I-95, including the West r1_ ,. f" ' ` 5 -..- Atlantic Neighborhood from I-95 to Swinton Avenue, the Central ri ! '1 1 a `I'.tI ql ` , Core District from Swinton Avenue to the Intracoastal Waterway, - and the Beach District east of the Intracoastal Waterway to the beach. '� . The Master Plan provides a framework for sparking 7 - f, 1 development and investment in private land as well as in -� public infrastructure; preserving the city's heritage; and ,-ips, _ . * �(T t . I -'' enhancing its livability and sense of unity while maintaining ...> its architectural and urban design quality. In short, it charts a course for growing into the future while taking the charms \t_ i_f_..,_::: - of the past along for the ride. / Lh I , IIIII - I 1 •-5 fito citHki — i , -P - _ -, -----:-' , i� t i 3 T. ® ' P. N A ,� _ ii _ t _ ammai 11 _ , Delray Beach CRA (__ RA 104 West Atlantic Avenue Delray Beach FL 33444 www.delraycra.org www.mydelraybeach.com DELRAY BEACH COMMUNITY REDEVELOPMENT AGENCY 561 276 8640 HISTORIC PRESERVATION , BOARD STAFFREPORT Project Name: 2004-016-COA—Atlantic Grove Project Location: North 300 & 400 Block, West Atlantic Avenue Avenue, West Settlers Historic District ITEM BEFORE THE BOARD The action requested of the Board is that of granting approval of a COA and associated Class I Site Plan modification for elevation changes to the western mixed use building (on block 28) of the previously approved Atlantic Grove project, pursuant to LDR Section 2.4.5(G)(1)(a). B ACK. GR0_ U N= © ; At its meeting of August 15, 2002, the HPB approved the class V site plan for the Atlantic Grove mixed-use development. The residential component of the project includes eight 3- story buildings containing a total of 55 townhouses with two-car garages. The two 3-story buildings, fronting on Atlantic Avenue contain retail/office/restaurant uses on the ground (1st) and 2nd floors and 20 residential condominium units on the 3rd floor. On February 6, 2002, the Board approved the Landscape Plan and final Building Elevations and Design Elements for the project. On November 20, 2002, the Board approved revisions to the Building Elevations for the Townhouses. On February 19, 2003, the Board approved revisions to the Building Elevations of the two mixed use buildings fronting on West Atlantic Avenue. The eastern building is currently under construction. The action currently before the Board concerns revisions to the building elevations of the western building. PRO-JECT DESCRIPTION As As approved, the two mixed-use buildings, fronting on West Atlantic Avenue, utilize different architectural styles, color and varying rooflines to make the buildings appear to be made up of smaller buildings. The roof is divided into five segments which include two sections of standing seam metal roof, a flat roof with a simulated stone cornice and two sections of Spanish tile roof. Architectural detailing includes raised banding, decorative metal railings, decorative outriggers, faux columns, simulated stone panels and decorative metal grillwork. Variations in window treatments have been provided with a mixture of different sizes, shapes and types. Variation is also provided by adding different treatments around the windows such raised stucco banding and canvas awnings. Decorative and functional balconies are provided on the front façade of the 3rd floor for the residential units. An exterior walkway is provide on the rear façade of the 2nd and 3rd floors. A central gallery is provided through the building on the first floor for access to the rear. The modifications to the western building are being proposed to differentiate it from the eastern building. The basic architectural styles and details are consistent with the eastern building but elements have been rearranged and the building is not symmetrical. The five Meeting Date: November 5,2003 Agenda Item: III.B. HPB Staff Report Atlantic Grove: COA-2004-016—Western Mixed-Use Building Elevations w ' •0�� Page 2 roof sections have been changed to include one section of standing seam metal roof, two sections of flat roof, each with a different simulated stone cornice, a section of Spanish tile roof and a section of flat cement tile roof. DESIGN ELEMENTS ANALYSIS Required Findings: The Board must make a finding that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Future Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1. Pursuant to LDR Section 4.5.1(E)(7), the construction of new buildings or structures shall be generally compatible with the form, proportion, mass, configuration, building material, texture, color and location of adjoining sites. Pursuant to LDR Section 4.5.1(E)(8), all improvements to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility shall be determined in terms of height, front façade proportions, window openings, rhythm of solids to voids, rhythm of buildings on streets, rhythm of entrance and porch projections, materials, texture, color, roof shapes, walls of continuity, scale of building. Pursuant to LDR Section 4.6.18(B)(14) Architectural Elevations and Aesthetics — Criteria for Board Action, the following criteria shall be considered in the review of plans for building permits. If the following criteria are not met, the application shall be disapproved: (a) The plan or the proposed structure is in conformity with good taste, good design, and in general contributes to the image of the City as a place of beauty, spaciousness, harmony, taste, fitness, broad vistas, and high quality. (b) The proposed structure, or project, is in its exterior design and appearance of quality such as not to cause the nature of the local environment or evolving environment to materially depreciate in appearance and value.. (c) The proposed structure, or project, is in harmony with the proposed developments in the general area, with the Comprehensive Plan, and with the supplemental criteria which may be set forth for the Board from time to time. Positive findings with respect to LDR Sections 4.5.1(E)(7)&(8) and LDR Section 4.6.18(B)(14) were made at the time of the previously approval. The proposed elevation changes do not affect the overall scale, mass or character of the proposed building. Therefore, positive findings with respect to LDR Sections 4.5.1(E)(7)&(8) and LDR Section 4.6.18(B)(14), Architectural Elevations and Aesthetics — Criteria for Board Action, can again be made. ALTERNATIVE ACTIONS " : A. Continue with direction. HPB Staff Report Atlantic Grove: COA-2004-016—Western Mixed-Use Building Elevations Page 3 B. Approve the COA 2004-016 and associated Class I Site Plan modification for Atlantic Grove, based on positive findings with respect to LDR Sections 4.5.1 (E)(7) & (8) and LDR Section 4.6.18(B)(14). C. Deny the COA 2004-016 and associated Class I Site Plan modification for Atlantic Grove, based upon a failure to make positive findings with respect to LDR Sections 4.5.1 (E)(7) & (8) and LDR Section 4.6.18(6)(14). `_. STAFF_ RECOMMENDATION Approve the Certificate of Appropriateness associated with a Class I Site Plan Modification for Atlantic Grove, based on positive findings with respect to LDR Sections 4.5.1(E)(7) and 4.5.1(E)(8), regarding compatibility of the proposed development with surrounding properties and LDR Section 4.6.18(B)(14), Architectural Elevations and Aesthetics — Criteria for Board Action. Attachments: • Site Plan, Approved Building Elevations and Proposed Building Elevations s:\planning &zoning\boards\hpb\atlantic grove\atlantic grove commercial elevations modification2.doc "s -4 nr _ -- - 0 / - �' ■ U :` . ` '�i ■ ��1- G7-�. P.• / 13., III'll.!1111111 1 - pal . a 2 ... G; W g" IIIIIL.111111/ • ,,1,,.. �/ pi 1.-- 11 _t s1r� n j:asa� . ��' a 1 a iii .,,_ a. n I•: �.Tr'ill '^ oa® O r_..,6 <, ; I' II 8 �!! - .Ag 1117 II 2 �i ter, . 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Y -7--"-----------------•-- SIOOf Su.SW — A .<--- ---2 t•-'-\ N-.iii........-- ---- a i —y' i _ fyvsnerd,Netld.53)b lima 561.1114100 1111 1111 f..551.75v9oo adsociatencom 1111 : b I I :,i4 I drawing ..., _� I o ENLARGED r-- —r-- — — — — j ! y BUILDING — p R p, — LT — — -i `1a 7�—� ELEVATIONS ....-.. .. �' sheet Q ELEVATION DETAIL A-6.1.2 SGL='y=nrr ._ _. -.. -_ of 41111k k'Ntk-sY Ckiv--).Q;ct_c4A C DCLKAI'EACH - _ DELRAlILACH � iAmirr 'A. HISTORIC PRESERVATION BOARD a I 1� MEMORANDUM STAFF REPORT 19JJ 199 3 Agent: McNeill Sign, Inc. Project Name: Fleet Mortgage Sign Project Location: 75 NW 1st Avenue BACKGROUND/PROJECT DESCRIPTION Background The applicant is requesting the installation of an under canopy sign to be installed under the fascia on the first floor of the building at 75 NW 1st Avenue for Fleet Mortgage. The sign was originally proposed facing the parking lot on the interior of the property and the project was to be processed administratively as it could not be viewed from the right-of- way and was intended to match the free-standing sign on the property which was previously approved by the Board. However, the applicant is currently proposing that the sign be placed on the west elevation facing NW 1st Avenue and the sign design is more modern. As the current location can be viewed from the right-of-way and the applicant has submitted their proposal in a timely manner, Planning & Zoning staff request review by the Board regarding the installation of the sign. Project Description The single-sided, under canopy sign is constructed of carved mahogany and is rectangular in shape. The sign measures 18" high by 31.5" wide and displays the Fleet logo and "Fleet Mortgage Center" copy. Proposed color schemes for the sign include dark green and white for the background of the sign and light green, blue, and white for the logo. The copy consists of"Fleet" in white and "Mortgage Center" in dark green. The proposed square footage of 3.94 does not exceed the maximum of 4 sq. ft. for an under canopy sign according to LDR Section 4.6.7(G)(7) and is therefore appropriate for its location. Upon review by the Delray Beach Sign Review Committee it was determined that if any additional signs are proposed for this property, that a Master Sign Plan be required. This has been added as a condition of approval. Meeting Date: November 5,2003 Agenda Item: III.D. r." Fleet Mortgage 75 NW 1st Avenue Page 2 ANALYSIS;;. While the sign is appropriate with respect to massing and scale of the building, the colors submitted for consideration are not true, thus the rendering's colors cannot be ascertained as to whether they compliment the hunter green accent found on the building. It is therefore recommended that a condition of approval be placed on the sign to mandate that the body of the sign, the proposed dark green color, match that found on the building. Further, the minimal detailing does not compliment the decorative detailing on the building. It is therefore also recommended that the sign be improved by the addition of decorative brackets or turned detailing in order to better enhance its appearance and highlight its location. Positive findings can be made with respect to LDR Sections 4.5.1(E)(8)(g), 4.6.7.(G)(1)(d), (G)(2)(b), (G)(7), and (H)(2)(a-c), for the installation of the under canopy sign once these conditions have been met. RECOMMENDATION '' Approve the Certificate of Appropriateness for the installation of an under canopy sign to be located on the first floor of the west elevation at 75 NW 1st Avenue based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(g), 4.6.7.(G)(1)(d), (G)(2)(b), (G)(7), (H)(2)(a-c) and the Delray Beach Design Guidelines, subject to the following conditions: 1) That the dark green proposed for the sign body and copy match the green found on the building; 2) That the sign be improved by the addition of decorative brackets or turned detailing; and, 3) That any additional signs to this building require the submission of a Master Sign Plan. 4 Fleet Mortgage 75 NW 15t Avenue Page 2 ANALYSIS While the sign is appropriate with respect to massing and scale of the building, the colors submitted for consideration are not true, thus the rendering's colors cannot be ascertained as to whether they compliment the hunter green accent found on the building. It is therefore recommended that a condition of approval be placed on the sign to mandate that the body of the sign, the proposed dark green color, match that found on the building. Further, the minimal detailing does not compliment the decorative detailing on the building. It is therefore also recommended that the sign be improved by the addition of decorative brackets or turned detailing in order to better enhance its appearance and highlight its location. Positive findings can be made with respect to LDR Sections 4.5.1(E)(8)(g), 4.6.7.(G)(1)(d), (G)(2)(b), (G)(7), and (H)(2)(a-c), for the installation of the under canopy sign once these conditions have been met. RECOMMENDATION Approve the Certificate of Appropriateness for the installation of an under canopy sign to be located on the first floor of the west elevation at 75 NW 1st Avenue based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(g), 4.6.7.(G)(1)(d), (G)(2)(b), (G)(7), (H)(2)(a-c) and the Delray Beach Design Guidelines, subject to the following conditions: 1) That the dark green proposed for the sign body and copy match the green found on the building; 2) That the sign be improved by the addition of decorative brackets or turned detailing; and, 3) That any additional signs to this building require the submission of a Master Sign Plan. lw HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH ---STAFF REPORT--- MEETING DATE: November 5th, 2003 AGENDA ITEM: Ill. A. ITEM: Endres Office (137 NW 1st Avenue Old School Square Historic District)-Consider a Certificate of Appropriateness and Associated Class V Site Plan, Landscape Plan, Design Elements, and Demolition of a Non-Contributing Building for the Conversion of a Single Family Home to an Office. — POST — CASON OFFICE METHODIST — CHURCH — GENERAL DATA: -- - Owner/Applicant/Agent Jude Endres — N.W. 3RD ST.- N.E. - 3RD Fr Location East side of Northwest 1st Avenue, approximate 75' 1 south of Northeast 2" Street. Property Size 0.23 Acres CITY Future Land Use Map OMU (Other Mixed Use) ATTORNEY BUILDING Current Zoning OSSHAD (Old School Square Historic Arts MARTIN LUTHFR N.E. 2ND _ ST. District) o KING JR. DR_u�i - - Adjacent Zoning North: OSSHAD (Old School — fiI- —3 Square Historic Arts NI V _._ District) z CITY East: OSSHAD (Old School HALL NI M —a. z- Square Historic Arts �-V District) N.E. 1ST ST. South: OSSHAD (Old School _ Square Historic Arts COMMUNITY W W District) CENTER Z =- West: CF (Community Facilities) TENIS OLD Existing Land Use Single Family Residential STADIUM - SCHOOL SQUARE Proposed Land Use Demolition of a non-contributing ATLANTIC AVENUE building for the Q"'t C conversion of mom - a single family home ~E Z to an office. -m Water Service Existing on site. = 'N <_ Sewer Service Existing on site 7 �111�N ' - S.W. 1ST ST. SE 1ST ST. ii III x It 1 �r IN III. A. P ITEMBEFORE THE BOARD_ The action before the Board is that of approval of a COA that incorporates the following aspects of the development proposal for 137 NW 1st Avenue, pursuant to LDR Section 2.4.5(F): ❑ Class V Site Plan; ❑ Landscape Plan; ❑ Design Elements; and, Cl Demolition Request The subject property is located on the east side of NW 1st Avenue, approximately 75' south of NW 2nd Street. BAGKGROUND! Zoned Old School Square Historic Arts District (OSSHAD), the property consists of the south 1.5' of Lot 1 and Lot 2 less the south 3', Block 59, Town of Delray, and currently contains an 824 sq. ft. contributing, single family dwelling constructed in 1921 and an 867 sq. ft. cottage/garage constructed in 1945, located behind the historic dwelling. Both buildings are located on an interior lot on the east side of NW 1st Avenue and are currently situated between two offices. The most recent action regarding this property was administrative approval in April 2003 which included the replacement of the front façade windows around the enclosed porch with fixed, single light windows. The project was completed soon after approval. There are no other recent administrative or Historic Preservation Board reviews of this property. The applicant has submitted a COA and associated Class V site plan, landscape plan, design elements, and demolition request for the conversion of the single family residence to an office building which is now before the Board for consideration. PROJECT DESCRIPTIO; N The development proposal includes the following: ❑ Conversion of a 824 sq. ft. one-story, contributing, single family home to office; ❑ Demolition of an 867 sq. ft. one-story, contributing cottage/garage; ❑ Construction of a 1,526 sq. ft. addition on the contributing building; ❑ Construction of a nine (9) space paver block parking lot including one handicapped accessible space; and, Meeting Date: November 5, 2003 Agenda Item: III.A. HPB Staff Report • . 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements,and Demolition Page 2 u Installation of paver block walkways, associated landscaping, and refuse container area. .. . . .,. SATE: PLAN ANALYSIS _.. -12 COMPLIANCE WITH THE LAND DEVELOPMENT REGULATIONS: Items identified in the Land Development Regulations shall specifically be addressed by the body taking final action on the site and development application/request. LDR Section 4.3.4(K) Development Standards Matrix: The applicable development standards that relate to the proposal are as follows: Required Provided Building Height (max.) 35' 14' Building Setbacks (min.) - Front 25' 29'5 1/4" Side Interior (north) 7'6" 7'6" Side Interior(south) 7'6" 7'6" Rear 10' 59'6" Open Space 25% 37.1% LDR Section 4.4.24 (OSSHAD-Special District Regulation): Parking Requirement: Pursuant to LDR 4.4.24(G)(4)(a) all non-residential uses, with the exception of restaurants, shall provide one parking space per 300 sq. ft. of total new or existing floor area being converted to non-residential use. As the proposed use is office, parking is calculated at one space per 300 sq. ft. A double loaded parking bay is proposed at the east side of the property with access taken off of the improved alley. The existing building contains a total of 824 sq. ft. With the 1,526 sq. ft. addition, the total square footage of the building will be 2,350 sq. ft. Based on the 2,350 sq. ft. proposed, 7.83 or 8 parking spaces total are required. Nine (9) spaces have been provided including one handicapped accessible space. The applicant has provided handicapped accessibility to the building via a rear entrance ramp. However, the site plan and engineering plan show two different types of ramp accessibility. Further, the sloped accessibility ramp on the site plan interferes with the 24' x 6' back-out maneuvering area for the westernmost parking spaces. The type of ramp must be consistent on the site plan, landscape plan, and engineering plan and the hatched area must not conflict with the back-out maneuvering area. Both have been added as technical items. HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan,Design Elements,and Demolition Page 3 LDR Chapter 4.6 Supplementary District Regulations: Bike Rack Pursuant to LDR 4.6.9(C)(1)(c)(3), bicycle parking facilities shall be provided at any non- residential use within the City's TCEA (Transportation Concurrency Exception Area) which, through the development review process, is determined to generate a demand. The TCEA includes the Old School Square Historic District. In addition, Transportation Element Policy D-2.2 of the City's Comprehensive Plan requires bicycle facilities on all new development and redevelopment with particular emphasis on development within the TCEA. The proposed bike rack is located adjacent to the rear (east side) of the building. While the location of the bike rack has been indicated, a detail of the rack and pad was not provided and has been added as a condition of approval as a technical item. Site Lighting Pursuant to LDR 4.6.8 (Lighting), site lighting is required for all new development proposals. A photometric plan has been submitted to meet this requirement as outlined in LDR Section 4.6.8, however decorative fixture details for site lighting and lighting proposed for the building were not provided. The applicant is therefore required to submit a decorative site lighting detail and a detail of the lighting proposed on the building as a condition of approval as stated in the technical items below. Underground Utilities Pursuant to LDR Section 6.1.8, utility facilities serving the development shall be located underground. A notation has been made on the site plan, landscape plan, and engineering plans to indicate that the utilities are to be buried underground which satisfies this requirement. Right-of-Way Dedication Pursuant to LDR Section 5.3.1(D)(2), and the Transportation Element of the City's Comprehensive Plan, the required right-of-way width for NW 1st Avenue is 60'. Currently, 40' of right-of-way exists for NW 1st Avenue. In order to be consistent with the commercial properties to the north and south of the proposed project, the Development Services Management Group (DSMG) approved a right-of-way reduction for NW 1st Avenue to 50' subject to the recordation of a 5' sidewalk easement rather than the further dedication of right-of-way. Therefore, an easement deed dedicating the five foot (5') sidewalk easement must be provided and accepted by the City Commission prior to site plan certification and is attached as a condition of approval. Sidewalks Pursuant to LDR Section 6.1.3(B)(1), a 5' wide sidewalk is required within the rights-of-way adjacent to the property. An existing 5' sidewalk currently runs along NW 1st Avenue providing accessibility to the property, however as the adjacent properties have provided an HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements,and Demolition Page 4 additional 5' sidewalk easement upon development, a sidewalk easement should be associated with this project and submitted as a condition of approval. Refuse Container Area The proposed refuse container is centered at the south end of the property adjacent to the building. The refuse area will also accommodate recyclables, however, no details of the screening for the container were provided with the submittal. The plans must indicate the method of screening and is listed as a technical item. Technical Items: The following Technical Items must be addressed with the submittal of revised plans prior to building permit submittal: 1) Provide site data on the site plan including the current and proposed building setbacks and open space. 2) Provide a detail of the bike rack and pad on the site plan and note the location of the bike rack and associated curbing on the engineering plan. 3) Provide certified exfiltration trench test results. 4) Indicate on the plans how the roof drainage is accommodated. 5) All trees adjacent to the alley should be located outside the sight visibility triangles. Provide a copy of the revised landscape plans reflecting this. 6) Note the purpose of the two irrigation meters. 7) Indicate rim and invert of upstream and down stream manholes of proposed sewer laterals. 8) Provide copy of certified boundary survey. A detail of the refuse container pad and method of screening must be provided. 10)Provide screening for the A/C unit. 11) Provide a detail of all site lighting and lighting on the building. 12) Note the curbing for the landscape island adjacent to the handicapped accessible parking space on the engineering plan. 13) That the type of handicapped accessible ramp be consistent on the site plan, landscape plan, and engineering plan and that the hatched area must not conflict with the back-out maneuvering area. HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 5 LAN=DSCAPE ANALYSIS The proposed landscaping includes the retention of the existing Mahogany tree to the west of the existing building. Proposed perimeter landscaping includes Pigeon Plum, Live Oak, and Silver Buttonwood trees with a cocoplum hedge and lantana adjacent to the alley. The abutting properties contain cocoplum hedges and Live Oaks. This landscaping is also being utilized to meet the perimeter landscape requirement of the current development proposal per LDR Section 4.6.16(H)(3)(f). Foundation plantings will consist of Pygmy Date and Solitaire Palms as well as a variety of shrubs and underplantings which include flowering annuals, Allamanda, Crotons, Hawaiian Ti Plants, Crinum Lily, Gardenia, Firebush, Ilex, Yellow Lantana, Sword Fern, and Sandankwa Viburnum. The proposed landscape plan complies with LDR Section 4.6.16. DESIGN ELEMENTS/ANALYSIS Residential Conversion to Office Existing The proposal involves the conversion of a contributing, one-story, frame vernacular residential building to office. The dwelling displays an irregular floor plan and original detailing such as multi-light, wood, single hung sash windows, cross gable roof, wood shingle siding, exposed rafter tails, rectangular gable vent, brick fireplace, and continuous, concrete block foundation. The building also display a dimensional shingle roof and will be rehabilitated based on its original vernacular footprint. Several elevation changes are proposed for the historic building in order to accommodate the conversion that include the installation of new fenestration, a copper colored, standing seam metal roof, exterior lighting fixtures, circular gable vent, canvas awning on the front and rear elevations, and the removal of the front concrete steps. Proposed Addition The proposed project also includes the construction of a 1,526 sq. ft. one-story addition to the 824 sq. ft. single family home. The new concrete block addition will incorporate two front facing gables flanking the front façade of the historic building. The proposed addition will comply with the current setback requirements and will be differentiated from the original building with the use of a stucco exterior and installation of new fenestration including 2/2 impact resistant, aluminum frame, fixed windows, decorative gable vents, copper colored standing seam metal roof, and canvas awnings. In keeping with the vernacular style of the historic residence, the addition will display minimal architectural detailing. One such detail is a series of teal, canvas, gable awnings that are proposed for both the front and rear elevations to mimic the gable roof line on the original building and the addition. Three awnings are proposed on the front façade (one over the front entrance and two over the front windows) and one awning over the rear entrance. The awnings will be attached directly to the building. The proposed color scheme for the building includes a creamy gold (yellow base) for the body with a rich gold (yellow base)for the trim and accents. HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 6 LDR Section 4.5.1(E)-Design Elements Pursuant to LDR Section 4.5.1 (E)(4) and (E)(8)(a-c)(g), (h), and (j), "Development Standards" provides guidelines in evaluating alterations or additions of exterior architectural features. The guidelines are as follows: (E)(4) A historic site, or building, structure, site, improvement, or appurtenance within a historic district shall be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, as amended from time to time. (E)(8) All improvement to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility can include but is not limited to: (a) height, (b) front facade proportion, (c) proportion of openings, (g) consistency in relation to materials, texture, and color, (h) roof shapes, and (I) scale of a building, in association with the surrounding historic sites and structures within the historic district. The Secretary of the Interior's Standards for Rehabilitation states that: 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. 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. 3) Each property shall be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other building, shall not be undertaken. 4) Most properties change over time; those changes that have acquired historic significance in their own right shall be retained and preserved. 5) Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. 6) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 7 Analysis The proposed rehabilitation includes the construction of a 1,526 sq. ft. addition flanking the original, historic building. The addition facilitates the retention of the original footprint of the building while increasing the square footage for commercial use. While the addition is appropriate in its differentiation from the original building, the original features of the historic building such as the wood shingle exterior, brick chimney, and rectangular gable vent should be retained which should be noted as such. Replacement of the windows on the front façade can be supported as the porch windows were recently replaced, however, every effort should be made to utilize all sound, original wood windows in the new addition. Retention of such original, architectural features has been added as a condition of approval. Further, while no documentation exists to supply the original material of the roof, both shingles and standing seam metal roofs are appropriate for the period of construction, however, the use of colored and painted metal roofs were not prevalent during the 1920s and 1930s in Delray Beach. As roofs are a dominant architectural feature and as the majority of the roof viewed from the right-of-way will be displayed on the original building, it is recommended that the proposed copper colored roof be modified to display a mill finish in keeping with the appropriate material for the period of construction. Modification of the roof finish has been added as a condition of approval. Canvas, gable awnings are also shown on the proposed elevations and a color sample was submitted, however no specifications including measurements and projections were submitted. Submittal of this information has been added as a condition of approval. Further, all sound original fenestration and architectural components will be retained wherever feasible. This has been attached as a condition of approval. The project includes the construction of a nine space parking lot. In order to accommodate the required parking for office use the applicant is requesting the demolition of a contributing cottage/garage to the rear of the existing frame residence. A more detailed analysis of the demolition request follows. DEMOLITION FINDINGS Pursuant to LDR Section 4.5.1(F)(1), The HPB shall consider the following guidelines in evaluating applications for a COA for demolition of historic buildings; (a) Whether the structure is of such interest or quality that it would reasonably fulfill the criteria for designation for listing in the National Register. (b) Whether the structure is of such design, craftsmanship, or material that it could be reproduced only with great difficulty or economically nonviable expense. (c) Whether the structure is one of the last remaining examples of its kind in the designated historic district within the city. (d) Whether retaining the structure would promote the general welfare of the city by providing an opportunity to study local history, architecture, and design, or by HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 8 developing an understanding of the importance and value of a particular culture and heritage. (e) Whether there are definite plans for immediate reuse of the property if the proposed demolition is carried out, and what effect those plans will have on the character of the surrounding area. The Secretary of the Interior's Standards for Rehabilitation states that: 1) Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. Replacement of missing features shall be substantiated by documentary, physical, or pictorial evidence. 2) New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. Demolition (contributing cottage/garage) In association with the site improvements, the applicant is requesting the demolition of a contributing 867 sq. ft. cottage/garage, which lies behind (to the east of) the historic frame building. Constructed in 1945, the contributing frame vernacular structure displays a wavy shingle exterior (believed to be asbestos shingles), a cross gable roof with dimensional shingle roof, wood, single hung sash windows, brick fireplace, and the structure lies on a continuous concrete block foundation. According to a structural analysis submitted by the applicant and conducted by Structural Systems, Inc., the structure suffers from deterioration of the sill plate, floor joists, and roof and joist framing as a direct result of water infiltration, termite infestation, and dry rot (see attachment). Further, a visual inspection of the building produced evidence of large settlement cracks and paint failure due to a lack of general maintenance and water infiltration can be viewed along the front facade of the structure. Analysis Visual inspection of the structure and notation from the submitted structural analysis demonstrates severe wood rot, water infiltration, termite damage, and large settlement cracks. The structure in situ has retained its historic integrity, however, lack of general maintenance and penetration of the structure's envelope has exacerbated damage from exposure to the elements. Replacement/rehabilitation of the structure would be cost prohibitive particularly with respect to potential lead and asbestos abatement. Demolition of the structure will neither diminish the contributing status of the Old School Square Historic District nor will it irreparably damage the adjacent contributing dwelling. The structure does not display any outstanding architectural merits such as craftsmanship or materials and would not be individually eligible for listing in the Local or National Register of Historic Places. It is therefore recommended, based on the structural and visual analysis as stated above, that demolition of the structure be supported. HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 9 - REQUIRED FINDINGS Pursuant to Section 3.1.1 (Required Findings), prior to the approval of development applications, certain findings must be made in a form which is part of the official record. This may be achieved through information on the application, written materials submitted by the applicant, the staff report, or minutes. Findings shall be made by the body, which has the authority to approve or deny the development application. These findings relate to consistency with the Future Land Use Map, Concurrency, Comprehensive Plan Consistency, and Compliance with the Land Development Regulations. Section 3.1.1(A) - Future Land Use Map: The subject property has a Future Land Use Map designation of Other Mixed Use (OMU) and a zoning designation of Old School Square Historic Arts District (OSSHAD). The OSSHAD zoning district is consistent with the OMU Future Land Use Map designation. Pursuant to LDR Section 4.4.24(B)(2), within the OSSHAD zoning district, business and professional offices are listed as permitted uses. Based upon the above, it is appropriate to make a positive finding with respect to LDR Section 3.1.1(A), Future Land Use Map Consistency. Section 3.1.1(B) - Concurrency: As described in Appendix.A, a positive finding of concurrency can be made as it relates to water, sewer, streets and traffic, drainage, parks and recreation, open space, school concurrency, and solid waste. Section 3.1.1 (C) - Consistency (Standards for Site Plan Actions): As described in Appendix B, a positive finding of consistency can be made as it relates to Standards for Site Plan Actions. Section 3.1.1 (D) - Compliance With the Land Development Regulations: As described under the Site Plan Analysis of this report, a positive finding of compliance with the LDRs can be made, provided the technical items and conditions of approval are addressed. COMPREHENSIVE PLAN POLICIES: A review of the goals, objectives and policies of the City's Comprehensive Plan was conducted and no applicable goals, objectives or policies were found. Section 2.4.5(F)(5) (Site Plan Findings : Pursuant to Section 2.4.5(F)(5) (Findings), in addition to provisions of Chapter Three, the approving body must make a finding that the development of the property pursuant to the site plan will be compatible and harmonious with the adjacent and HPB Staff Report • • 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 10 nearby properties and the City as a whole, so as not to cause substantial depreciation of property values. The subject property is bordered by the OSSHAD zoning district to the north, south, and east with a combination of commercial, office, and residential uses to the west is City Hall which is zoned CF (Community Facilities). Compatibility is not a concern, as the proposed conversion of the subject property from single family residential to office can also be seen on the adjacent properties. The proposal retains the existing residential character, architectural style, scale, and massing and provides adaptive re-use of a historic building. Based on the above, the development will be compatible and harmonious with adjacent properties. REVIEW BY OTHERS' .. .. .. . Community Redevelopment Agency The project proposed for the Endres Office Building was reviewed by the CRA during its meeting on September 25, 2003. The CRA Board recommended approval subject to addressing staff's conditions which were addressed with the prior submittal of revisions. ..z -.ASSESSMENT AND CONCLUSION The development proposal involves the conversion of an 824 sq. ft. single family home and 1,526 sq. ft. addition to office and includes the demolition of a guest cottage/garage which is not worthy of rehabilitation given its condition. The proposed addition, elevation changes, and site improvements are compatible with respect to the extant historic building. The proposal will be consistent with Section 3.1.1 and Section 2.4.5(F)(5) of the Land Development Regulations and policies of the Comprehensive Plan with changes as identified in this staff report.. These changes are outlined as technical items and conditions of approval. ALTERNATIVE ACTIONS A. Continue with direction. B. Approve the COA and the associated Class V site plan, landscape plan, design elements, and demolition request for 137 NW 1st Avenue, Endres Office, based upon positive findings with respect to LDR Section 4.5.1 (E)(4), (E)(8)(a-c),(g), (h), and (j), the Secretary of the Interior's Standards for Rehabilitation, Section 3.1.1, Section 3.2.3, and Section 2.4.5(F)(5) of the Land Development Regulations, and policies of the Comprehensive Plan subject to conditions. C. Deny the COA and the associated Class V site plan, landscape plan, design elements, and demolition request for 137 NW 1st Avenue, Endres Office, based upon failure to make positive findings with respect to LDR Section 4.5.1. (E)(4), (E)(8)(a-c),(g), (h), and (j), the Secretary of the Interior's Standards for Rehabilitation, Section 3.1.1, Section HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 11 3.2.3, and Section 2.4.5(F)(5) of the Land Development Regulations, and policies of the Comprehensive Plan. STAFF RECOMMENDATION. By Separate Motions: Demolition Approve a Certificate of Appropriateness for the demolition of the contributing structure at 137 NW 1st Avenue, based upon positive findings with respect to LDR Section 4.5.1(F). Site Plan Approve the COA for the Class V site plan at 137 NW 1st Avenue, Endres Office, based on positive findings with respect to Chapter 3 (Performance Standards), Section 2.4.5(F)(5), Section 2.4.6 (COA Findings) of the Land Development Regulations and policies of the Comprehensive Plan, subject to the following conditions: 1) That revised plans be submitted addressing the technical items and conditions of approval noted in the staff report. 2) That a 5' sidewalk easement be accepted by the City Commission and recorded prior to Site Plan certification. Landscape Plan Approve the COA for the landscape plan for 137 NW 1st Avenue, Endres Office, based upon positive findings with respect to LDR Section 4.6.16. Design Elements Approve the COA for the design elements for 137 NW 1st Avenue, Endres Office, based on positive findings with respect to LDR Section 4.5.1(E)(4), (E)(8)(a-c),(g), (h), and (j), and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1) That original architectural components such as the wood frame windows, brick fireplace, and shingle siding be retained and indicated as such on the elevations. 2) That the finish of the proposed standing seam roof be changed from copper to a mill finish. 3) Submit specifications including dimensions for the proposed canvas awnings. Attachments: Survey, Site Plan, Landscape Plan, Elevations, Floor Plan, Structural Analysis Report, Map Report prepared by: Wendy Shay, Historic Preservation Planner HPB Staff Report 137 NW 15t Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 12 APPENOtX A CONCURRENCY FINDINGS Pursuant to Section 3.1.1(B) Concurrency as defined pursuant to Objective B-2 of the Future Land Use Element of the Comprehensive Plan must be met and a determination made that the public facility needs of the requested land use and/or development application will not exceed the ability of the City to fund and provide, or to require the provision of, needed capital improvements for the following areas: Water and Sewer: ❑ Water service exists via a service lateral connection to the 8" water main with the adjacent north/south alley. ❑ Sewer service exists via a service lateral connection to an 8" sewer main within the adjacent north/south alley. U Adequate fire suppression is provided via existing a fire hydrant on the northeast corner of NW 1st Avenue and Martin Luther King, Jr. Blvd (NW 2nd Street). Pursuant to the City's Comprehensive Plan, treatment capacity is available at the City's Water Treatment Plant and the South Central County Waste Water Treatment Plant for the City at build- out. Based upon the above, positive findings can be made with respect to this level of service standards. Drainage: A preliminary drainage plan has been submitted indicating that drainage will be accommodated on- site via an exfiltration system. At this time, there are no problems anticipated meeting South Florida Water Management District requirements. Streets and Traffic: The subject property is located in the City's TCEA (Traffic Concurrency Exception Area), which encompasses the CBD, CBD-RC, OSSHAD, and West Atlantic Avenue Business Corridor. The TCEA exempts the above-described areas from complying with the Palm Beach County Traffic Performance Standards Ordinance. The proposed 2,350 sq. ft. office will generate approximately 46 additional daily trips which will not have a significant impact on the surrounding neighborhood. Schools: As the subject property is located in the City's TCEA and the proposal involves a non-residential use, this project is exempt from School Concurrency. Parks and Recreation Facilities: Parks dedication requirements do not apply to this non-residential use. Solid Waste: The proposal calls for conversion of a single family dwelling to an office. Trash generated each year by the proposed 2,350 sq.ft. office will be 6.35 tons of solid waste per year (2,350 x 5.4 = 2,000 = 6.35). The Solid Waste Authority indicates in its annual report that the established level of service • HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements, and Demolition Page 13 standards for solid waste will be met for all developments until 2021. Therefore, a positive finding can be made to this Level of Service standard. HPB Staff Report . 1'37 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements,and Demolition Page 14 APPENDIX' B` 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 Does not meet intent X-Will be met once the proposed trees adjacent to the alley are relocated outside of the sight visibility triangle. B. Separation of different forms of transportation shall be encouraged. This includes pedestrians, bicyclists, and vehicles in a manner consistent with policies found under Objectives D-1 and D-2 of the Transportation Element. Not applicable Meets intent of standard X Does not meet intent C. Open space enhancements as described in Policies found under Objective B-1 of the Open Space and Recreation Element are appropriately addressed. Not applicable X Meets intent of standard Does not meet intent D. The City shall evaluate the effect that any street widening or traffic circulation modification may have upon an existing neighborhood. If it is determined that the widening or modification will be detrimental and result in a degradation of the neighborhood, the project shall not be permitted. Not applicable X Meets intent of standard Does not meet intent E. Development of vacant land which is zoned for residential purposes shall be planned in a manner which is consistent with adjacent development regardless of zoning designations. Not applicable X Meets intent of standard Does not meet intent F. 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 HPB Staff Report 137 NW 1st Avenue-Class V Site Plan, Landscape Plan, Design Elements,and Demolition Page 15 G. Redevelopment and the development of new land shall result in the provision of a variety of housing types which shall continue to accommodate the diverse makeup of the City's demographic profile, and meet the housing needs identified in the Housing Element. This shall be accomplished through the implementation of policies under Objective B-2 of the Housing Element. Not applicable X Meets intent of standard Does not meet intent H. The City shall consider the effect that the proposal will have on the stability of nearby neighborhoods. Factors such as noise, odors, dust, traffic volumes and circulation patterns shall be reviewed in terms of their potential to negatively impact the safety, habitability and stability of residential areas. If it is determined that a proposed development will result in a degradation of any neighborhood, the project shall be modified accordingly or denied. Not applicable Meets intent of standard X Does not meet intent • I. Development shall not be approved if traffic associated with such development would create a new high accident location, or exacerbate an existing situation causing it to become a high accident location,without such development taking actions to remedy the accident situation. Not applicable Meets intent of standard X Does not meet intent J. Tot lots and recreational areas, serving children from toddler to teens, shall be a feature of all new housing developments as part of the design to accommodate households having a range of ages. This requirement may be waived or modified for residential developments located in the downtown area, and for infill projects having fewer than 25 units. . Not applicable X Meets intent of standard Does not meet intent SURVEY SKETCH t 1ADDRESSS:37 W. 1st AVENUE I ' N DELRAY BEACH, FLORIDA At i F 1 i li=Il��t li IF{x� r ir AO E ___ 1=irk _ N I iR= 1 I' i i ; Jr I '! ' _ �. I its K RN NJl , -i-, , '1 Q.EY�1.39' 1, I j ,. ., 4 =i 1 1 S i 1. I il T I_ a�rTlxcae N.W. 2�n R/STREET 3'__. 1 1_'i"¢�r}il i F E V SCALE 1" = 30. :c=c-�._�.,.:.K'- F�: : 1 flm 5/6'Li LOCATION NWP e/1 59LQrI FIDCK OVTS) 4 11-2 °'=P 5'LONG VALK I T 1 7.5'BUILDING ME Pag3 _-3 . : SETBACK LINE f7HA'-J " : 13ZpOt�J S 11.t5 O L17T 1 no c!',:,4, frt NMI`; ,°°. ® 13L 5200 00 1-OC 59 sng .c`,-; ;: `` ` ©5RiD' ® © ' U D? Ia a 10 BUILlUMG �® '-� .14 ,-. ap a SETBACK LINE __. ="`; : ':': in 24.4' 0183' 8.3' 28.3 87 ti: �' _ MO' , 2 ai STY FRAME _ a RESIDENCE E I I ;: . l?L3L'I `' +'` N I STY FRAME,` `-`s f- ® � �r RESIDENCE eOJ 134 Il�' :.,„%''• STEPS �" N 137 N A/C :�- •:,i 24.4' 10.0'to PAD v!.-.. _v; c:: -= PS 26.3' P ; -.'.:;`N J ;'1 1 7.0' 5.-7 -.h .;o. yam. .. .•.. _` +i O CONC. . - _ _ _qo� _ 14.8' ▪ ::+:• .' fit :'=~'i-S.: •.= m' //7/7/7///////////I//7._ ///////////�S((l/////I/1l/////////////////// :-HN°`"' '. /71 132A'C') '� _ •, :•:^: 5/8' 7.5'BUILDING 13L51'00 SOUTH 3 fE1T IF LOT e 5 IR • . . ) ® OMSETBACK LINE BOOOK 59 OM LOT 3 OM 2a53 5'CONC. VALK BIJJCIC 59 ®=EXISTING GRADE ELEVATIONS ELEVATIONS ANGLE TABLE FFEC 11131 ALL,. 1st AVE=2332' ID139 NIV. 1st AVENUE I#137 NV. 1st AVENUE' Na PLAT FIELD FTEE 0 151 ILV. 1st AVE=2390' FT' 2387' FF 2369' 1 9000Q0'90'42'43' _ GAR 21.88' GAR N/A 2 9000'00'891717' A/C N/A A/C 22.0' 3 90 00'00'90'45 40' IIIII HAG 22.2' HAG 22.3' 4 9000w0'89 20'25' 0 15 30 40 60 LAG 21.7' LAG 21-6' NO UNDERGROUND IMPROVEMENTS THIS SURVEY IS VALID IN ACCORDANCE WITH THE SOUTH 1.5 FEET OF LOT 1 AND LOT 2 LESS LOCATED UNLESS SHOWN. NO TITLE F.S. 627.7842 FOR A PERIOD OF 90 DAYS THE SOUTH 3 FEET, BLOCK 59, TOWN OF DELRAY SEARCH BY THE SURVEYOR OR FROM THE DATE OF CERTIFICATION. COLD SCHOOL HISTORIC DISTRICT), ACCORDING TO FURNISHED TO THE SURVEYOR BY THE PLAT THEREOF AS RECORDED IN PLAT BOOK CLIENT OR OTHERS. THIS SURVEY IS NOT AN ALTA/ASCM LAND 1 AT PAGE 3 OF THE PUBLIC RECORDS OF TITLE SURVEY PALM BEACH COUNTY, FLORIDA PREPARED FOR: THIS IS TO CERTIFY THAT A SURVEY WAS PERFORMED ON SOUTHEAST CONTRACTOR SERVICES. INC. THE PROPERTY DESCRIBED HEREON UNDER MY RESPONSIBLE STERLING BANK.F.S.B. CHARGE AND THAT SAID SURVEY IS DEPICTED HEREON. THIS ATTORNEYS T11LE INSURANCE FUND, INC SURVEY WAS PREPARED FOR THE EXPLICIT PURPOSE OF OBTAINING A MORTGAGE AND/OR TITLE POUCY THEREON. WEINER & ARONSON. P.A. UNLESS STATED OTHERWISE HEREON. SUBJECT TO ANY THIS SKETCH OF SURVEY SHOWS THE CONSTRUCTED DEDICATIONS, IMPROVEMENTS THAT WERE LOCATED. THIS SURVEY IS BASED LIMITATIONS. Rk_bIRICTIONS, SOLELY UPON THE EXISTING MONUMENTATION AS SHOWN RESERVATIONS, AND/OR HEREON, EASEMENTS OF RECORD. NO EXAMINATION OF TITLE ANGLES REFER TO THE RECORD PLAT MADE BY SURVEYOR. PHOTOCOPYING FORBIDDEN DISCREPANCIES BETWEEN COPYRIGHTED MATERIAL AND ARE BASED ON THE CENTERLINE OF N.W. 1st AVENUE PROPERTY ONES OF ADJOINING O PARCELS NOT VERIFIED UNLESS NOTED HEREON. THIS DRAWING RAIMNG PREPARED IN COLORFLOOD ZONE : X SURVEY IS VOID IF NOT IN COLOR COMMUNITY NAME: DELRAY BEACH SUBJECT TO E NOTES AND N ATIONS HEREON. COMMUNITY PANEL 125102 COMMUNITY MAP & NO.: 0004 THIS SUR OES N TOR DETERMINE OWNERSHIP. SUFFIX: D DATED : 1/5/80 BY: SURVEY DATE : 4/17/03 (FLOOD ZONE : "B'.C".D", & "X" ARE NOT IN DESIGNATED FLOOD HAZARD ZONE AREA.) HAROLD NEEDLE, PIS #5452 FOR REFERENCE ONLY. NOT A VALID SURVEY UNI FSS SEALED WITH MY EMBOSSED SEAL AND SIGNED IN RED INK. REVISIONS BOCA LAND SURVEYORS P.O. BOX 770157 0/19/03 > "SURVEYING FLORIDA ONE PARCEL AT A TIME" CORAL SPRINGS, FLORIDA 33077 6IT/03TCPODWIMIDNS 561-368-3887 FAX 561-368-5208 6/2e/03 CERTDICAMINS LB 7207 PROJECT NO: DRAWN BY: NB I CHECKED BY: I HN 03-1087 - POST CASON OFFICE -- LEGEND __ METHODIST CHURCH 137 N.W. 1ST AVENUE w w w Li w a a a a CERTIFICATE OF - — APPROPRIATENESS N.W. 3RD ST. N.E. 3RD ST. - I w w 137 N.W. 1ST AVENUE - >aiimi U SUBJECT AREA - CITY o ATTORNEY N 1 F 0 BUILDINGI IN 1.1 SUPPLEMENTAL INFORMATION - MARTIN LUTHER KING JR. DRIVE N.E. 2ND _ ST. N PCN#:12-43-46-16-01-059-0012 _ in } Cs1 3 APPROXIMATE ACREAGE:0.23 _ w >> ABRIDGED LEGAL DESCRIPTION: cc TOWN OFDELRAYSI.5FT. OF LOT 1&LOT 2/LESS S 3 FT./BLK 59(OLD SCHOOL CITY a SQUARE HISTORIC DISTRICT) - a _ HALL -W z ' ZONING:OSSHAD(OLD SCHOOL EL- SQUARE HISTORIC ARTS - DISTRICT) - N.W. 1ST ST. Z N.E. 1ST ST. I FLUM:OMU(OTHER MIXED USE) 3 LLI z > EXISTING LAND USAGE:SINGLE FAMILY RESIDENCE -3 3 COMMUNITY Q �' �`' ' I WITHIN TRAFFIC ANALYSIS -z- i CENTER Z Z I ZONE:#559 II IF L. I WITHIN CENSUS / TENNIS OLD "I - TRACT:#67 1 [ STADIUM I I I 1 SSCHOL QUARE I � ' (-- l A VENUE PLANNING ATLANTIC A�ZON/NC DEPARTMENT7 a POLICESOUTH ii Z IIIQ COMPLEX COUNTY < COURT o W- '� E HOUSE N `e„Iv ` 3 Z tit 3 a S `. LONC-RANGE DIVISION cn DIGITAL BASE-MAPPING & Z ui GEOGRAPHIC INFORMATION CsI — - SYSTEM N.W. 1ST ST. S.W. 1ST ST. S.E. 1ST ST. MAP REFERENCE/:LM734 OCTOBER 2003 -- Z 3 w N 111; ce. . 3 I _ } S.W. 2ND ST. S.E. 2ND ST. pllik.. s tEms. inc. structural sys East Samp Road, Suite 207 Pompano Beach, Florida 33064 JUDE ENDRES REAL ESTATE INSPECTION 139 NW 1ST AVENUE DELRAY BEACH, FL 33444 --.1s.4, ' .. , ,,,..,.. : , , ,-;- .¢�ixfs..;�•..„.. , . .. . ,,,, • ;:!.---- - ._. ..-....;:l. ._..-.-•.:-.,:-..,..-f:-:-.,:l.:-.,...!„--,..,-..,..-,-2,-;:,--.:-_-•;•.:,.... ,---.1-••• --:..--,.,..;--.5,,,,,,-----5.-.;1-:-..;,.: --L. . ,_, •: • :-...-4- -...:::::-.44..:4.- -.,].::,-.- . .�u4isbkkk a eay..,.at� � _ . r�..., � ., .....2.... k,.,,,..,.. ,. w $ s ..:::...,;.. .--7.-.,.„.--.,:-.-..„.••_.;,..-_:..-•-.. ... --:..,____.:,...„..y.:.:•,--s5.,:',-:,,,,7:-..,„,, S, ' . "� _snE�. M i '' • 1 Y _r4 • .f r 'P -d Y. 4 9 ..i . 7 �# .o . Vic• 'c ,' -''< ' ,;r "- v-�.rZ ' -,�'�" , ' ,''L--:4 Ste .� .''' 'sue. t }�.'. `""$''•' �` s�''''aY��'.' y's '�,''�� tiY�2�� i�' t� � r� '�`"'�'rea -w''s��`".'y�£'�.`?� � � `-mac- ?� :c y". - r �,. ., �,.W.,.�� - Ti. t _ '+. r.C yi ��`et: i`'^' '�`�sY F; y i,,, vr�`v ' - �,C,,.'i vtaa<D�-.a,..a r �'' � z. , g,,' _• Z-,•;•,4.:.''.S.... Lx'".,t �r "' _ T:954-781-5399 F:954-781 0806 www.structuralsi.com structural systems. 440 East Sample Road, Suite 207 Pompano Beach, Florida 33064 T: 954-781-5399 F: 954-781-0806 STRUCTURAL INSPECTION REPORT CLIENT: JUDE ENDRES ADDRESS: 733 NW 6TH STREET BOCA RATON, FL 33486 PHONE: 561-392-0781 FAX: 561-392-7198 INSPECTION LOC: 139 NW 1ST AVENUE DELRAY BEACH, FL 33444 CONTACT: JUDE ENDRES INSPECTION DATE: March 14, 2003 DATE OF REPORT: March 17, 2003 DESCRIPTION: Inspection to determine the existing structural condition of a one story single-family dwelling for a real estate purchase. SCOPE OF SERVICES: Visual inspection of interior and exterior of the structure. GENERAL The subject property is located just north of W. Atlantic Avenue and west of Swinton Avenue in Delray Beach, Florida. At the time of our inspection, we met with Mr. Jude Endres, Buyer, to discuss the condition of the above referenced property. We inspected the property accompanied by Mr. Endres. Our findings will be presented within this document. LOCATION MAP: Ns5th St 0F�soof, �Nw tti St `� Nw 4th St Na 4th St t 1F Z ;z ;ro i; SA w Nw 3rd St a ?N_ p nt ? Na3rd S t 2n tD ro ,D � Nw d;st 3 i Z No2nd StT z I ; i I I j ro � ll Nw1stSt ( ' I Deiray Beach # G :0 Zi renni<center ro '^ • 3 t atlantic Ava _ 1.m: . 4 tocr) �N ' Delray Beach -n ( to o iv m to :A " °1 SalstSt i { ;- '� K { m ro } 1 Se 2nd St [[[ 020a3 tvlatIgestcom,Inc..02003 Mauigation Technologies t 1 2 of 8 Our inspection of this property and our discussion with Mr. Endres were used to formulate our opinions with regards to the condition and future use of this property. structural systems, inc. has conducted an on-site inspection at the above referenced project. We observed the following defects: • Water damage to the sill plate along the west elevation • Water damage to the floor joist in the bath room • Termite and dry rot to roof framing in the garage area • Termite and dry rot to joist framing in the hallway, kitchen and bedroom • Settlement along the south elevation of house in the living room • Settlement the along the west elevation of house in the front porch SUMMARY The structure was built in the 1930's has deteriorated beyond repair. The floor joists appear to have extensive termite and water damage. The sill plates around the building that attach the walls to the foundation are rotted from termite and water damage. There is termite damage in the roof framing over the garage. It is our opinion that the entire structure will have be removed and rebuilt in order to make it a safe livable home. Below is photo documentation of the damage we observed: t • ; .� a " , ,r P � �t .Y„',, _ � \ ''"..--,.:' -\°.‘"',..\,, ,:.fi;if ' - r. y ;i '1.:%411`.ti\I I ,I,i % ' , , r ' z - ,,,'' i' 4 ) t w f y � � ar,5.c ysk x>,r• i 1 • � • . / ' y - 'T 1 S» 9 a f1';.: am '( ' 11'--,i, 'i ' .' ' V -f't.I *le/''',4t,',11' •''t x ‘_, -- .7.-1 �fakrtNiC- + };: fit? 1 "t ''. +r f " �5y t d y , , ( 'ff g / b rt id?'. 1. }. s Photo 1: Rotted sill plate 3 of 8 iulNNVl1,6apry +5 '1 , y f , (it � y ✓ Photo 2:Water damage along the wall in the Living room i Photo 3: Settlement crack in the east elevation wall of the Living room 4 of 8 • A z _ L k� t t$ i � $ Z t: r1:-:,,,,':::,.:,-;-;„:,,,,\,i,'-,:,,,,!:/:,-,,r,,..,,,:::....:,:::,1,:.: :-.1::!':,!::i:,:.ii::,;.,,,,,,,-.,2E-':,..,,,,!:.i,„:::.;,;;,-,;:,:,,i.:..:-.,,,, 7 a .z',1 a. F Photo 4: Rotted spongy floor framing the Kitchen ,s" 3 .a -ter- w j *.ex aq .Z t ° - ,w. n. � -. f :- . r �, .,, € , s .tom r -'S..- .. �, :"'ez4:& _ � t . Photo 5:Water damage to floor framing in bath room 5 of 8 �-rsc"es°' - §ik - .3 7.S . ki�k� . -, t is .\t\y�: , r ',-------: - ,- 1.-'4- •<''' ''''''..: -' ' ' 7-'''' '., ...-zt;,,••::\,:•••,-,-,-4:. ri', ck.',',' '"< . '" ,,,,, ,t''' ' +l �` , ,7 � j" �.� � • t,,,,A;',,,';" ' lµ '` 5 jy '� t L.-. t \' ` r . - / 4 r Sa{ P - ,.,,.i,.\,,...,...,I,,,s;...-,,-',..;l7.:..o,\..:k„ - asCX. `" fix` '' s / 5 8+ S \ 31 \ , W .K '• Y 'w a 5, .�S ,,,,,t44 4 -xy. C „y ,x -.- .::: w.-iY •' .k ' Photo 6: Termite and water damaged roof framing in garage \ 1 ,re ,ks^: „, �,z f ....a fi :�,,, ` '�+ *tr. Sa yam -�,. .nr ` ..t ...,� i 'z Y . l ,C ' .. . i4“ g:' 6 . k> .a;my,, _ k � .'p Photo 7: Front porch settlement 6 of 8 • i q` S. s t a ; _. r I ; s°� 1 -,, ti .i _ ti. Mq ,,.,., eta �...} �"•, • f •� 4. -s s' --� `Ta- "3 n • ", } k z> 1. a'�� 1. s-.k'^` ` i t� M k 9 � a• r 7' - } ro g • • • ..>a 'Ito ' ri,12 k � -� E i .. ; ..,per ' _4 Yc l�3 Y •3,�y '} „,.:„,„ . .i.,,,,,,,,,.. :•.,.._,t,,,,,.:.„:,:1„,,,,..,,,,,,:,,,,,, ,_,, ,,,,"„ , ,,,,,,,...„.„.„ ,,.7',.. ,,,-.,-,:-.,.:.2,;:•-.k•fa. -..,-,....:• •::_i -,.. ., ' 'i,',"--:".:.... ,A'',,"".•‘,","';,,•••-•,.."1 .,-"%,!..!-,j.,,,:i„,:,,;11,-.„.,:, z! ,,-,,. k„,,..„„.„,_ ,_ ....„.„......:....__ ..__ ..,.,:. , ; •:,::-.:-.,:;,.•-,:.1',:':-.,.:-.•..,,.,----,-.22.,'-:-:-_-__S-.--;;; ',:-:: '...--',..7•'-'-':'-.".','.1-''''''":":''•-%i ( } #f E:; ,,7:..,„t'z,'-`,,:.' ti . 1 `_Wit: F l : - . ` d r �. f3,; . � j .' „�, .; •• E tz d� _� 's --• r� i { gyp+ L Photo 8:Water damaged wall of garage 7 of 8 We recommend that a general contractor be hired to demolish and rebuild this structure. A state licensed and insured general contractor can give you an accurate estimate for repairing this defect. We believe that it will cost about $40,000 to $50,000 to demolish rebuild it. Make sure a structural engineer is involved in the design of the new house. The estimates we have given should only be used as a guide and must be confirmed by bidding a contractor to perform the repairs. This report has been prepared by structural systems, inc. to present the findings of our structural inspection performed by our firm at 139 NW 1st Avenue, Delray Beach, FL 33444. The scope of work covered in this report is limited to the specific items addressed within the body of the report. In the event other conditions arise during construction, alterations, or other actions, we must be notified in writing in order for us to review the information and adjust the conclusions and recommendations of this report, if required. It is the responsibility of the client to insure the conditions noted and the resulting recommendations presented herein are brought to the attention of all concerned. We trust this report satisfies your current needs. Please contact the undersigned with any questions or comments. Best regards, Structural Systems, Inc. George A. Hegedus, P.E. President GAH/gah 8 of 8 • • R GENERAL CONSTRUCTION NOTES: Ae5R.EViATIONS: INDEX OF DRAWINGS: Lot 2 '� Block.59 ¢A.m..WY�ltate •**I.0.10N Co**I. yfast SHT!' SHEET DESCRIPTION! IdSoho° _ . into...*all* WY b. • I. `.e+++o:.`•ap.F�:"U..e1.i.aw.6all fat.•pr ��°�"'a "�"lam".��•�`�°""�"°`�` ¢CccflL.A*Imarb.�A.... a.me T-I TITLE SHEET 4 GENERAL NOTES Square 1 Ya e..Y Ind*.Y l.r 4000e0 a.040 KI .m Yw 1 Tn..row 400er W Y a..M of Yon I....d wr.Na.N P.Vw•«mwu.cua AyY CO.'D(TKNDG A.0 Eedl.r u MaCNK BCLT M8 SELECT 011.0 04. BELECT.6TRCT. a.....r..r.at.*rasa. a**.lap br.a•a....114 we tar re. �ron*.W.r0.r...all 00100..6.1..as« AM w+oLY4 MT. ¢ay.wa Ee_ naraFAeruars Brut coup cars • m YaNl..lh.Y b...a.pa bem.,vcuu. _...'...Aa4t mom.Ye**Ce.•F.r fu.pemblor act I_Y..r yaw Y.Om of 4 TE _ ALT. Fl 1. ELLMATHaAI. : ll Atp f.LtE MP 1 TECTLFE,0U1be act...ay a`g.rod F `1A•a-a r a AOD DTMT I DN ,. Gaa.Et . ^„� TAMS a� _ �� SP-D SITE DEMOLITION PLAN .ry..r.o.WyfarcampF.. ed. Mae Me Pat plat to prate... v ••orb u�.dl�•pper.d mYlWiar+9«WwY F-d.rml..ra e.p.r.f.y .tl..-W al.....WUWparr.meat add 1.•c.r..Wb..rt..ch ir�rp•.Mlr..�'�Y.rr...0 u'a'•ia F'rei.m r «wFruwra r...r�rr...bar May. A `Ef Aw lr2lWe Era rHwA`ii Tr.n . elGl^.!CFJLOG SLOP.COG. a a for ea.I. .*rW M.*Jai*le NI 60.lr.n mpos�LE,NC. a TnrrNWY b aarY}r..a mny.0 F.i awy wu Ca'u OEM. 4 FACE Q 6 FOCI. NOT O : HTGO. emrr�rlc rvam:e aT°iarur. P-...q..a....mr>�P«mat. SP 1 SITE PLAN,PALM BEACH CO.NOTES 9 .apPbaa•ara•W P.WV raY.• __ FNuc m.r Cwe pbe lw OOdJm. DD.CHHRD. H TFPfQ�GLAG6 TfTi'.!L IZ b.Raw _.__-•_- OOTTQ'1. Baia iP1YW H.GYT3 - FG. NGPI�. .a0. TG i TIf*D•et` I*Warman al.•r rat..a.mm wu pay w p..w..f......p.PUL.. ..r33 euILDSIG d N" - - N-ANa GPWIER �G' 'Tr��.o G-I CIVIL PLAN §¢ (1, 1 wdor.Dew. . a ��.mM. �a~a 11r.Ycuiul sLCYR DRLN. F. o.E]YFAD oK T iYp_ j a U. Ym..F .w.,t.a....r.r..IWYw ",�a„�;,,Ly.•'•Y„�.,,` ,p,w.'�„e' 300111. ` T om"-' - RR.T. PAw Pore roPs�E. . TONG G-2 CIVIL PLAN DETAILS a O.pwllarfr ma.r.for ulWW*Mg v boar*- boo M Gdu Y.a.m4.4.1....rrFrc b. FWTIG.�. - FTHY401r. d : iaL .el rpwr ow*WYb.....ellw�"a •...ems "p•�"r Nan*"00 e.a.JFwtlW ➢r.uY.rur auu rd p•rl.m.. R C T M1_ .r..rr..wr..yw ......a wP.,.....4.w... o'n" o..'.. .. ARID. �. P.or�TVL.1. �r.Yo. uarxomo uaE WOE. L-1 LANDSCAPE PLAN _ DETA :.v.at"nr.WYI•',.'.e�N.`n�°a r; +uc:Ina.... N ;.D'�`r.:p.re.f .loi..r,.•.., R nor.ro mal .. P OVER•VEXES aT�uiraa.;o'. G,raa va;MAU Ayr STmd Faf..p..p.W......m. w•-�....�... rf.exr,Q T"rfar,'�"r.D ""' P.r: L-2 LANDSCAPE DETAILSISpo eel.,parr]'♦ M_.. CLeT'brtiON. ��y^O. WAD. MR 3ERI-T MAT.EAST., VHE. C G p P°Pr••r••10.3. `100...NOW Oa.bottom...ard.eY..ale.arc AO. WY]A.m->•r.r...,r'N.rr.mrua... BLOCK EAR M.OR MAT. RAM. RADON .ERTICAL. `£ftr, r� .. Contra*.01.02.IrPe.•rlli4nc.l NM or0....y Om ca.....R.a Mo. *.00.W]b. *Al an GwuAWaW.rryWDj TRCTICN GRADE fRnT.Pt NObC dOD r1II •GRATafi. - VNYL CafVYi10.TLL! _ vGT. �g�jYQ.7 r. !vat ..••..meam-�^«w -aP-^�m�-»-.a M..anocal �„.cam.,byOm*Gor„m. �N r.D� NDLL]Yaa� R. . R A-I FLOOR PLAN NOTES 4 DETAILS EN. f � E$QQQ$ S • T. e..fmw11more0..-'_-.--...rmay.,.00. nor n.rrm,R*.....F*3 ore. U.a�.rat.I...............yb....�..m .IwsLE . . a+LT.rwe H - �Tfr:aouTCASE 111231.061144 A-2 ELEVATIONS � a .. � r WveWp•dirg bras M.Yg...WYWtTer.O.y 1 AA burbb aeoaa<a berg bat pa.. m.ora.Iy•ar...or For_ 0. nEfgAIL. DR. NTP.1.1Oe - NAbtL IYDG.pPAN. .aI`G7_ 4R-eTEbi t� err.. •` • '--w.Wun..-ewYba..Y• r� cobra �eaMo..•w..l w.Mein.,N..ea* . ]o Aar.............auamrbdN.w wP"•••�r _ . cbanod DDR. F.2041I ' ,a 1wau. A-3 SECTIONS 4 DETAILS 1 1>;�3�grays.0 Da0Le. 101LL1 a'dYii. FG - - - - v F= 4 ♦ 13.......rw. ..v-rr..n u..u.PW a h..vwdiu.mna w.,p.r.b.N r...v..rmmu.i.. Dante ruiE DaL PL. L..Y.IATm PLASTIC . un RAE YvO. ua a u.dWa.�Ily.Yrl.I.....N...,,,.far..I t ►14RE►.l�'Tltb T ,a wa�uc.,TY.v+. 60 5-I FOUNDATION PLAN ` � wdr"um Ma Y..e.•.edm c.o... L aeon WY w..•1.6of SO CAA.*.in JS Y.atu...u.... .WafF..AIL....b.Y.r DaMIYV.IT. DA uvArpYr. LAv. fignix w1, T y......> -T=w•�• .»� .pYeawp .a DrxYEa DYaS-2 ROOF FRAMING PLAN Y.a•r•.rPWLP. C.I..,wwmr..a. 2 Y a.. b.gF q.dr war o,mb .ga...d].W rr..me..ypa.r>.uw.e.WN• Y apt• Pbat r..Nr3 gb..roe....0 b.pav".- 1 ' .ape wa rob.•WY lab.•LL..y.��p..w by a ".1N✓ as-.OM, be MM-EAIED a.aOm Mr.40•..m`� boY.S iEYrvWICar.rm W:l�.p.sl•rtlr.r.F.rf..�M y«a ae3w roam p-•bread F..yyF.,.•.,. 'Y .d.dat..ad-fwa..m.NYD. E-1 FLOOR PLAN - ELECTRICAL t • I�.be..Mob lb.WYb.am..a...IFY YF.m MR er..For... 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FRONT ELEV,4TION eL.evAC.GPtiROI.ORGA7IJ'tPOWT o �mm N OR l Capr.N...o.g5«CM.l*11 bin 13.060 PR. ¢ Lr pp,WIb*.pp.*b Amy* Rom May Duda.Gar air .•ua1>YDb•.mr..�1No.w.t RT ri (F]iFLfL Taf'6 PONT PLATE TOP GF iDJ t) 13 In IL f al........... are-:+..r d.•"to.•::.Orr 0*- - mot a- O. µ ep !44.01.PP33....111.....ro as oF.. gat,b N�'�.mw�a. .w roc�...I 1 001 NAM fZOOP1 IDEM�ICATIGN E.G.IRMO ROC.NAM p. .a.�....riNpp.n as con.pow. pnorGiL.b rCIWi LU.YImA.1a.....« FIN.. �••N ...•e 11 ba pc*..:�b.um ef0.u..are *Wu Y*Mad to......c Y.d.r...ppp R. a WdmM1above rear wY...Iw..01 rW.poorod and ' )• O. 1.....1ae•'••eater.s•+ea•'• `*.33 bdap WYbe«w......l.n.t a..loa r�e.al..err w• el.IA d•�'...e..r�.6baba. r m N. Y *be Yr..rra*tat. W.A. An Approve ..r... CatiCEEM G run* - rob pp.a to db..at 0.dr N.Y0.vd.ia.a_.otr WYb.«•aF..4.ram m0W .0.w' .a t.%.�aa�..rol r.. .p..e.:.Sef.. .I. w•.• _as..,.a.. 3104.. grador or .3ber_ym.`AY•.m A Commercial Remodel and Addition for: AREA: a y ngA�".rd.emrrWYe.. auuo.a Rovd..eadll Afa..•[e.yl.a.a.d*grad W]Wa].L.Fm easYadla of AC 1-.413.011....kr Md.rY aorta*fat R .gfaa..e...accamo...r cobra W.be N a..color of•.r a b.parted 1....L....cmCob i of Ins na ca WmP 4J ow.MP. or p OwN..Rerd.d..p..N.Y a.Y..r.'r ray 1...pea* x aw•.sO�g.1 F•ue.Fr-i..rn bTeT�9a •Y.ST^ YN Woadb Re*,puwc O. Yp..mg.evr ammy.w..•r....w ru•rv.um .M r.na.en N.urrtm...nd.eywmnm r.FYe a4 Ae..0.a«.ed•du..'.G Atl W.aFa Mmu r 01F WY 4 eoed.d yp.. led w mum acmt �31��Qp� For001.1..a.Fabe.0.Mrmr..Wrmw 111 all* a..Mat1 pg.ra...Arer.el..N +--rob«-.»aa.�wr.. ...g WYd. EXISTING A/C 824 SF pat.a.rea.A Appw.«6gat..sPW.Ergater.P. Ir..lra•...Wpe.Y lw.]iw p.d..v.aam• of lonaw •WON o..ym m.«wY r.ya..s n....r.r pm.«r.pa.6 ..aa.a.a.y....wu�"v v. 1 RPne apato21.:l:..V.-..r`op.o`r�..03O NEW A/C 1,r726 SF .11 plying Endres Mily ]6611i1 per* JR. -.or 0 PPP ApPL ubw.6..Y.role. tb.rL.W. i6L'0 PM JL gr-a N..rratr Am a F. .o.tlmwb.erg.,Ww W.b N.ur. aea.a..... ]...PN . U S...�,ha,,*0.14*;,d - •ppa.�big aat=ProEar--•p TOTAL AREA 2350 SF Wu N...ap.101 .14 or.'. 3a'Y t101..dr or at Yore Wan F Air 01LaCUP.a.Wiaw.nb O..N A. ar..m�• far p....la elm..aa.11 I. a A.e.0100 UOIIot, f-1..Y_.Nrdw.6.a...g :p`•re.N a ear.. Nb aI.' .r.r(.cab..bfue ma.....Mil d.rY Y.HF.LGmw.•atorpu....la .61 Aat.1-amw.•Yu 0 F�m.d..w 'fa�,o,r acer rw•'•y d.. at*Coo L.r..t AWN...11 .31.• r*u. 'L� i� Dr�C':'..Ca.,.Mar.shall ..P.rc. a •eg•vaa wYnor arc•.u.�.p...wu.ere. a µ dr.1411.•�6e..'•9..u...�lda�re�by.:••.ra: Fart ..ppoomar aL..m wu..f..r...... . Ync>1 qr*.3.14-.data yf.m-da PL.*F.a.6.F...............515.03m3-�12 .I"'•0311•31 Yre Wb.a b W wuw.......am.l•a rgrerdy d.Pala M.I..Nu.far w pp..b.f0 Y of at: 7.1 r" '� - ]. body ail Ylar **. qr ..d. ..II.p.«N.�a .d.Y.e.Ym D08/14/�3 dr,drbrNa..ybe..0.10.•.Fm_N 4...ar. " rYY..aRFY•yb. Lot 2 Block 59 Old School Square District IrO. aneF.. r.Aa..*05.m dq-.n...a. ]for no.bouw y buapm.mmob. u.r e6rwe m..d ..sip.Rate.FM_mg.Mega Add approved aNr. ]u at Om 0.....N 400'•bat.rbv.u.r ml.d..1. ]. *eu..a"M.a..tuDru b.plAo.dNad.*Of ]F r,ovaa l Sr*Oar set.Om..0a at*L ,m pa..m 1 Saapav cua:boas a•op 1...Fp.0 w.arppO.a.Lop ardPW ........0 na0 Myna aN.W...... bar*Ma.00600 w pact To-Fau b. HVAG �a � 137 NW 1st Avenue - 1 P1b aO �' ;..F...r1AaNv�...y e..0....y ...Y for 1541.2. Ma*In a.......... Po KVwwm.v.A. P^"'••a•1Fv*OM lac w p brema*or./ prtl tlo.p.or ay oat.. aaU5 I ba*,44U.Y..L+wa d:osma ore.. 115 •0' a Yco* d.qg «w.e.r.mPe. Q'O Qe .p..ua.l..1i I.yYFe.. awrmWWanwed 0 Y lay** carom~W..a.r. .....• ArwfccTl.¢.ca...aA1 a c..rm Wu wy.u...p...rd.e....artr Fad....... v= M°`b"` `"_m`°" Delray Beach, Palm Beach Coup Florida 33444 ..o.,>p..11aH E 44.4.11.. pMl•.s b.laapa.a o 1b..g. pat.at W,ge.MwN...'.... 0 rti }@EI.FOImGR.ICa BTUL 1 Y...Wub.m.F.u..d.r..w tT.wm..lr�.f.a 1aappµlw .i.ru.m..p.•d wy..d cant*. O L Rmloral,aN..Ib.r.ab.A.E.a.....O..b..bl..ry« ea*frIMI.N°--°._,,..1_-6..,.g „ D�rG1t.... YcopE COMPLIANCE: z .OAd.rN..aNA rat.... ,•A.efr.a...r..a9 AGO. "-;;.y 1610-Tp d,gr F. Sased on FBG Simplified Provision 16(d62 0 x ......IncWY den 1_o4Y. 60.6 rd me 'ra._a t/ + ..WY I» reF.W...ay-60 , ..] w rim r F-Fah•`� .�, fa4 my :W.-• CONSULTANTS: 1.0.g6dad,a�.r`.4.;d. 0,Co. WYb.m.�..era...be..;orb.,..:pa .�by .:M ""'gam"` OCCUPANCY GROUP 'B' For l.e.e..C...r ua ar-T,L In...e« oat..-In*bFa 60.ayO b-Tl d g..F. ARCHITECT: CIVIL ENGINEER: FLOOR LIVE LOAD PSF Aa a.-1 WYtw Far* AL MY.Nd.gm..r,.F.pr r...]•Fm.ar.r.Y b. orb...l..uty-50 . 5m PSF 1 Red..a*6.5Ialmp.d.Mc0.a...min*min** `ga,,..a,..sd.Le.m tor.d.c.e40RC.Anal,. x �"°"b-'°"'a�'•F PHOENIX ARCHITECTURE,INC. ENVIRODESIGN ASSOCIATES,Inc. 23.87'NGVD exist. "Y"°""'°Fe"""m."'d `..5 b"'." 4 We.py_Co oar•-.143C W coma. 40.dYrpr,tea =.d'=�: 1532 OLD OKEECHOBEE ROAD,SUITE 100 255 PINEAPPLE GROVE WAY GRADE ELEV. L.a.d..w -gm..•ga'..Fr- .y.,a.ddN.a._m,r*b,NM.g....r.a.rdw..,.p...y FLOOD ZONE X T-1 rwF wu oar..a AaTM A-r:..6.w.Na.t.d F • Ay•a.y.d pp.,,pAa,d F,..r,.,,,y aaa..,,,a,d„y e, gym. W6 win.•„par...N.r..gyp.... WEST PALM BEACH,FL 3340E DELRAY BEACH,FL 33444 ` Yr w.«o.p.. ` .p.:e.d...r.of a ar...«w aYrt mean. L4 � =-~HP d y Y �w� ce103.........1 1. ,y„-�,.,,, 561290.110D 561214b500 BLDG.HT. 13'-m}j' exist. p6pQmp OS1 Y la*rauaD.gw rwn..a..m.w..« bap..d e.as Fuu.r a.H.Yy F'dr"•'rp'a."'**be*mos.N0.0 corp.Z.W`""." FENIXARGH g AOLCOM JOE ®ENVDESIGN.COM STORIES 1. a.F.bm.. -DON. Coo.*** F. .Yy N..�.Y SFr.. TYPE OF CONST. VI b.6 P0l..aum..f,.4 mvwaatp*144AL u._-. .r�rl.F r�I..tF..d m..Fl.a1a... Wll�.d,-.I..edalF�.Y.y.r_.a LCPp14« WIND LOAD DESIGN: 3.Al madFm....ab...my,...Maor0...3b. W6� x .mesa .aF.. ..�a.L LANDSCAPE ARCHITECT: STRUCTURAL Et�sINEER P- _ �W�� ........e-a..21f x da«•yam.N.6b.mp..d-dm.Fy.rmmal WIND IMPORTANCE FACTOR If Foe,.. b.F,oar,p.ya..dWY..J,raFd N6oD ... ..dal11WA*.pl.�.•or*Mr«.ya.p...ee A GRANT THOf�IBROUCsH 4 ASSOCIATES TUMAY CONSULTING ENGINEERS,Inc. front.NpNa.1•fltaN.Tat PN-a a .-re-b-•el+• ' E'm'"m"y't-Wi1bg°ra"d Ae"°e F^4-•"-ed'�- �,r """"yd'e'41.5* """Y'°"" 132 NORTH SWINTON AVENUE 3500 N.W.2nd AVENUE,SUITE l08 WIND EXPOSURE �- "- 6 1.pm.elr..rr arc*or. LNC.OM.pl.0.Yw eat poadar d.r.a.o*oh e...bep..... x g.ra+a. at�mn.w3>*a Y. i°e.""d"beet^'"'"'gib°Net" OeOe"'�" d"m"'ara of met ..f`m bete eat DELRAY BEACH,FL 33444 BOCA RATON,FL 33431 COMPONENTS d CLADDING: �0 ......m....d...a Rod.fN Y a O I*w.all m *OM&**I onInfo Yin An.b.w.w.o.r.N aaamm.e am.r amv....•W]1...•M fN abeamaoa.r.. *UM ....sobeoms* e0.1 Y. a ...of•404.body0"4`p•e**p•ra1...•0..a. yet g° - 561216.5050 561381.6221 16.V-302 r�.Ndy.Y..e a. mat.o W. A,mp. or.0 1.y .po.Rob ZONE I (F'SF LAil Y•yw.r.darellL.dGWm, .... for 4.m.a..m. W ry ore mWie.wyap:tl GRANT 9 AGTLAND.COM SBTUMAY e AOL.GOM ZONE 2 (PSF) 16-V-735 •pvuaable H A1I="e...-" `+^em.a>;"Na�d"° 1"F .. a... IC�.I/-'.�3.'� ZONE 3 (PSF) bre*coo* l b..t maim.FY.rrr... Y W GENERAL NOTES W • o - " . 1 1C�.. U.J Lot 2 t 1.MIS PROJECT IS A RENOVATION AND REMODELING PROJECT.EACH CONTRACTOR AND OR SUBCONTRACTOR SHALL VISIT THE SITE MID • Block 59 .. COSTING FACTURES TO DETERMINE THE EXTENT OF ALL WORK TO BE DONE IT SHALL BE THE RESPONSBIUTY OF EACH CONTRACTOR TO VERIFY ALL DUSTING CONDITIONS AND ID MAKE ALLOWANCE FOR THEM PRIOR ID ANY NEW CONSTRUCTION. old $chop 7r5�' Square 2.ALL DIMENSCwS.SPECIFICATIONS MO NOTES PROVIDED HEROIN SHALL BE VERIFIED BY EACH CONTRACTOR PRIOR TO PERFORMANCE OF DIE WORK. ANY DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO IRE ATTENTION OF THE ARCHITECT. ok 1 ANY DEVIATION AND/OR SUBSTITUTION FRONT THE WFOPoJATION h INSTRUCTIONS PROVIDED HEREIN SHALL BE STIBWITED TO ME ARCHITECT I -.. _._.._..-..-..-..-..-..-..-..-_ FOR HIS APPROVAL PRIOR TO PERFORMANCE OF THE WORK. I r� I f.ALL UNANIEOPATED h UNFORESEEN ID IRE ON AND/OR NEW CONSTRUCTION CONDITIONS MTICDH REOURES DEVIATOR FROM THE PLAN k Vipl Vl NOTES HEREIN SHALL BE REPORTED TO THE ARCHITECT PRIOR TO COMMENCING SAID WORK I I oo uW 5.ALL NEW WORK ADD OR MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF EACH ADMINISTRATIVE BODY HAVNG JURISOICTION IN _ • EACH PERTAINING CwOUYSTANCES (- -II 1 I d� r (° 6.ALL NEW yATFRtatS AND/OR PATCH WORK SHALL BE PRONGED 10 MATCH IXISIINC MATERIALS AND/OR ADJOINING BOOK MERE I I -I! - i - I - I I 51 PRACTICAL IT..AS AND/OR PATCH NOTED HEREIN. 11 7.EACH CONTRACTOR SHALL USE ALL POSSIBLE CARE TO PROTECT ALL.EXISTING RAITE.S.SURFACES.AND FURNISHINGS FROM DAMAGE • DURING ALL PHASES OF CONSTRUCTION. I I I I I I' I.--_---_ • I I. it - iI___.-_---11 d E ARCHITECT ROTOR 1ERRY MO SE V RATION RESPONSIBLE FOR Oa+EN51ON5 AND CONpnONS AT 1NE PROJECT SIZE AND SHALL NOTIFY THE - 11 JI�, ARCW IECT WMEDIATELY w WRITING F VAIBAnOHS DUST. II II ,- II I! I I I i ¢gp�qqqFi�'O' 9.THE CONTRACTOR SHALL RENEW THESE DRAWINGS BEFORE STARTING CONSTRUCTION.IN THE EVENT OF DISCREPANCIES OF DIMENSIONS OR I I II a 'o g�y[gp 3b WM CODE REOUREJIENIS.SUCH INFORMATION SMALL BE SENT 1D 711E ARCHITECT W VATTING PRIOR 70 STARTING CONSTRUCTION. II 9JY.i F FAMILY rORTFRAYIE II I I1142:6� aaIC ALL MOOD w GOFTACT WM CONCRETE 91N1!E PRESSURE TREATED.OR RAIXED WM FELT. I II Sir.sLE F MILY FO 1. 1 FO[{4^@ 11. MESE DRAWINGS ARE MACRAMATTC ONLY. IT IS NOT ME INTENT OF THESE DRAWINGS TO SNOW EVERY MINOR DETAIL OF CONSTRUCTION. I 00 it �I I. I 'S1 THE CONTRACTOR SHALL THMISN AND INSTALL ALL ITEMS FORA COMPLETE BUILDING SYSTEM AND!MONDE ALL REQUIREMENTS I I II y 21 NECESSARY FOR EQUIPMENT 1D BE PLACED 1N PROPER WORKING ORDER. I 7 I ��, �� 12.ME ODIIRACTOR SHALL DETERMINE THE LOCATION OF ANY AND ALL DUSTING AITOHE GROUND AND SUBTERRANEAN UTILITIES OR i I CONSTRUCTION AREA OF PROPOSED NEW WM_ I I I II II TIT-___ -- I.j. 1 - I I 111.11i li ELECTRICAL NOTES ; I I ` I I I, \ �; I.ALL WORK SHALL BE DOVE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE AND MALL COMPLY WM ALL LOCAL.RULES AND `` J ORDINANCES. -L J-� '�' 'I I I u_C 2.MYYMUM WINE SZE SHALL BE/12 A.W.G.COELODING CONTROL WRING UNLESS OIHOIRWSE NOTED ALL CONDUCTORS SHALL BE COPPER WTH I L. —R i I O THHN WSULAROL I I \\ i 1 I I I 1� O S ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY CROWDED AS REQUIRED OY THE LATEST EDITION OF THE NEC I— O o.J II I \ I I I •g • ' ��A1 I y II Tii210vE EXISTING I I '�1 I I CONCIW£TE DIRMFBJA I I I Q s of Lot IAd LAS 2.Loa the z V EL.T IILJ •• South 3 Foot,Bloat S OW Schaol» Tan I I I I I 1 i .O A S of Delray Palo Bo..CAN.}FbrlEa I 11E PLATY i i I I I r�r PV.r-c• • I I 1 I SURvETOR ZOR SHALL VERIFY ALL BITE D31131SIGTL9 I I I I I FROR TO CGNGTW S GIION A O HALL FYIIFT - Q ARCHITECT Pt©IATELT CF ANY OISCTAPAJGY Q • TO 114E CGHaTRUGTIGN DOG IOBIYS. 64 II I REAR CF I m :BALL EXISTG RI I m 11WGE TO RE IAiN EXIST. _ M b (p u O I I I OF SMCU9E TO REMAINNL I I a • t I 1 ; a L c§ i I I I QD ii 1 Up 1 © a NOTE: EXISTING _J i ! I m u t =3 _ • SHINGLES TO BE • I t I ENTERTOR FRMERo EL vro oR a I I I Q) Z ° REMOVED.ENTIRE TNELl SAGG ATEs W ma TRUCTURE NEW ROOF TO BE m STANDING SEAM l i I I I I ° METAL ' I I 1 i m I I I .I 0 II I I! I ' EXLSTG RCAF r+:, L OF HOUSE T OF E 1 I I L'QvgUP3000 a• - RETg TO REIIREMAINI I I I %/Lt/% 25QF NTTARD ACRE - - - 7' i t • lAIIOVE 1 15 -- II I i 1 • CONCRETE bTEPO . I I - I I I I 60O p6q •• • I 03-012 • I ! I I• I I I Dp� I 1 08/I4/03 REI-ROVE EwDTO 1 • II ASPNIaT APRON—r— ; 1 f 75.00 U 4- O OIs W q • Q Q SP- _ D Daum(Dv _ 1�L U.J 1st. A ef'1 t_4 - -— Irr i�ir�i'"n 1/4 ii Y�F. .gyp`' I \ • I- DELRAY BEACH CC!4$T TI I4 NOTES Town of Delray W A 1 1 W c� Lot 2 BUILDING 4 SITE CALCULATIONS 3 131ogd�c�5�9 L BUILDER SFLALL DDORDNATE ALL THE YIORIC OF ALL ME TRADES. 9 74'-0' Old Schoo 2.BOLDER SIBCOIIRACTOR SUPPLIER ETC.SHALL VERIFY ALL DIEN1L4N.CGNDIn011 AT DOBBIN•;PLAN'.•SPECFICATIOL&ETG LAND U5E Old School Square(Historic Art District) f PRIOR TO STARTING ANY 4OJC AND ATWN SEVEN(,)CALENDAR DAYS OF BUILDER'S RECEIPT OF THESE PLANS SHALL NOTFY THE ARCHITECT TN WRITING QlLTJ OF ANT AND ALL DIYOFPAN^IE$IUI.IETIER DISCREPANCIES ARE ERRORS OF COMF11%IGN OR G911591O1 OR NOT/ 'O 7��mf '� Square OTHERWISE THE ARCHITECT WILL ASSIYF NO RESPONSIBILITY FOR ANT ERRORS.AND THE BUILDER`•U.0'OQITRACTCR SUPPLIER.ETC.SHALL 'f _ ASEU•E FULL RESPONSIBILITY FOR ANY ERRORS AND CORRECT ERRORS AT THEIR OWN EXPENSE- WATER SERVICE Town of DelrayI. tAlik, r---• \ - -- `2 4 y-I 3.CONTRACTOR IS RP-WPOL5113LE FOR ALL STRUCTURAL COORDINATION AND SHALL NOTFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO WASTE WATER SERVICE Town of Delray I m= ).\\H-':. E71iiRY/�� BAr�ASE PER ��"STOP + _ - IPORING CF FLOOR SLABS.FOOTN$S CR PADS. 1 4.THE ARCHITECT DOES NOT NAVE ANY FELD SUPERVISION NCR CONSTRICTIO ALMIN STRATION CN THIS PROJECT.ALL CONTRACTORS At.D SITE AREA 9,899 SQ.FT. VO '--- g FROFESUBCC TES 48 RS SHALL H.4D HAWY.ESS r.r ARDWTECT FOR ANY PEIRSGNAL ILIYN:Y px DAruc.E TO LIEN PRLA1ECi OR TO ADJAGFNT BUILDING FOOTPRINT: 2 5m 5Q FT.OFFICE OR 23.10 II I I• Q - PROPERTIES AND CIY9SSIONS. .3 �Ja3,96m SQ FT.OR 4m%ALLOWEDi �•-m'rzEARYArm sFrBArJc ot ].FIRST FLOOR FI cvAT14N AT iNE LO LEST LEVEL SHAH RE MN IS ABOVE rwriN CF ROAD.ALL VERIIC^, ELEVATION DATU1 FOLLONED pYI � �- I 1 I a 'AFF'(ABOVE FNISN®FLOOR)IS REFERENCED FRQ1 ME 0'-0'FW'HF[T FLOOR F NOT T0.LO:ED BY'AFF'TIE VERTICAL ELEVATION DARN i m 1 TS RFEFEN,FD FROM THAT ROOMS FLOOR ELEVATION VEHICLE USE AREA: 3,098 SQ FT.OR 343%COVERAGE IMPERVIOUS AREA: 555 SQ.FT.OR 4.9%COVERAGE `'COI`'FETE . G.SITE WOFFC F41 UNDER ALL SLABS SHALL Be CLEAN SAND AND(%DILL BE fQ'PA..IEu TO MNNVt OF Ws DENSITY AS PER A.6M D-651. -.\ D'DURO.UTTPJ 1 r 1.CONTRACTOR SH4AU.vERIFY AFTER COMPACTION-MIN 2500 PSF.BEARING CAPACITY. LANDSCAPE AREA: 3,896 SQ FT.OR 31.1.PROVIDED I 1 �'-� - 2.r�PFTE,ALL CONCRETE TO HAVE A COFFRES[H VE STRENGTH OF 2500 PSI.AT 20 DAYS ULFSS NOTED OTIERUSE 2,415 5Q FT.OR 25%REQUIRED O g o�� CONCRETE PER AWN G95. IiiCONCRETE WORK PER AC1 NIL a.RERAN REINFORCEMENT STEEL TO OE AJTM A-OS GRADE 60.TIENIT,LAPPED AND PLACED N ACCORDANCE WITH THESE DRALAN S PARKING CALCULATIONS I I 3 �u Ei:�� 2,350 sQ.FT.OFFICE f I 1 ps ttlSi le`~t` AND THE LATEST SPECIFICATIONS IN AC 318.REN9f�NG aTEEL SHALL BE LAPPED 30 BAR D W"'EIER MN nuvR�SPLICED AND SHALL BE • . - _ _ I 4d1,; SEE EITHER EEPERATED BY OE BAR DIAMETER CR WIRED TOGETHER LAP ALL REINFORCING STEEL AT rrw=R SPLICES E.BAR DIAMETERS MN 1 SPACE(5)/300 SF. = 1.83 REQUIRED _ SITE Lw:4r - • 1 qr AND arAr Fo an�s TOTAL REQUIRED 8 REQUIRED I 1 Cl 'irEc �u I 1 °� BtI``t�aa 10.OM CLE.04011 OPENINGS SHALL BE PROVOED AT he BOTTQI OF ALL CONCRETE FILLED BOCK CELLS AT EACH LET.CLEANIUT6 SHALL PLAN O • L i OR BE SEALED AFTER CLEANING AND NLPECTED PRIOR TO CONCRETE PLACING - 6� IL WELDED t'NRE MESH TO BE LAPPED b'AT SPLICE I•YN1 8 TOTAL REQUIRED I i I ! iI5E 2.ALL ROOF TF FATS TO BE DESIGNED BY A STATE LICENSED TRUSS DGI.EER F THERE IL A DISCREPANCY C4 THE DOCUU'FNTS.THE TR15S 8 Provided .1 ACCESSIBLE =9 TOTAL PROVIDED SITE LIGHT MANFACTU40R SHALL NOTIFY TIE ARCHITECT AND CLOUD TINE AREA N O.ESTKN CR TIE TRLaE FVl1FACTVSRS 5H1LP DRAW GS.TRUSS y� SEE FVWFA:TURER SHALL SUBMIT THREE[]I COPIES CF SHOP DRAWINGS AND EIYIIEERAG rn,ray ATION.S SIGNED AND 2141.D pY 4 FLORIDA ZONING DESIGNATION: O55HAD I�{ I PHOTMErwc/ I I REORIENTED E4GNNEPR CF THEIR RO F TRUES DESIGN FOR APPROVAL INCLUDING Q.E[U COPY FOR ARCW AEON'S REVIEW PRDR TO Qd - J I PLAN FABRICATION.ALL ROOF TRUSSES TO HAVE LATERAL BRACIG/TER OGPG.TO PE SUPPLED AND INSTALLED BY CONTACTOR PER TRUSS BUILDING HEIGHT: .35'-0'AFF-TOP OF ROOF RIDGE L M4VFACTUFER'S DESIGN.F ANY DEVIATIONS ARE MADE BT THE TRUSS MINI'AOTIYER UTHOUI NOTFIGATION N OWING TO THE AF�I4ITECT. THE TR156 FWAFACTURER SHALL BE rEFPO S.1E1 E FOR ANY CORRECTIONS DEEMED NECESSARY AND ABSORB ALL COSTS IJ!I...FM.TRUSS NUMBER OF STORIES: I-1 EXISTING '� PAVERS CR - I O GRACI"SHALL CONSIST CF 2Y4•s MN FOR Wert(B)TRUSSES OR TO NEXT GIRDER TRIES.OR roe.AT S'-0•CR CENTER ALL NEGETLARY I 1 TEMPORARY BRACING of ROOF TRIc5F5 DURING ERECTION To BE PRO✓iDED BY CONTRACTOR PERT'RN.f PEACE FEMME REPORT BLIP-v.. TOTAL BUILDING AREA(NON-RESIDENTIAL): 2,350 SF. I 1 - O •SAND DRIVELLUK --- - ---_- d-I U D q0 TEMPORARY•PERMANENT BRACING TO BE N ACCORDANCE WITH TPl FRCCEDURE6.TRESE6 TO HE DESGNED TO CARRY LOADS OF ATTICD ANUS AO 11SCELLANEOUS ELJWENT.COORDINATE LOCATIONS 8YTH CONTRACTOR PRIOR TO FABRICATION AND INDICATE ON TR)ES DRAULNGS. _\ t ALL CONNECTOR STRAPS SHALL BE CF GALVANIZED FGMHFT STEEL A5M A446-15 GRADE I[I.33000ps°.ALL STEEL SEAT DETAILS {` 0•-0' I Z•D • RIPPORTIG GIRDER TRUSSES SHALL BE COORDINATED WITH THE TRSS FV.VFACTURER FOR SIZE AND BOLT SPACING REQUIREMENTS.[SEE ADJACENT PROPERTY 7 I Imo--p'^_ PLAID l:.PROVIDE ROOF OPENOY{AS RECURRED FOR MELHANiCAL EQUIPMENT,EON4/.LLSi FANS,ETC. ZONING DESIGNATION: OSSHAD • 15 qq 1 I = LU 9 DEMOLITION SQ I L I I I Q_I 4 i� 14.ALL BALL SYSTE NS SHALL BE Po Fn AS REC IRED DUN!ERECTION BY CONTRACTOR FOOTAGE = 881 SF s.ALL LOOP N CONTACT WITH CONCRETE. ,Q2 STEEL SHALL EE FIF`A+oF PRESERVATIVE TREATED. ' OCCUPANCY: 1.F. _____ • . AAA `9 '�tlsd ON L T-I U4• (. >< a..4 IS-NTERIOR NON-BEARW�LLODp STIR UALL9 TO LIE 34'O)C WTN P.T.BASE PLATE AND SINGLE TOP PLATE- Ths South 1S feet of Let I d Lot 2.Law Un I I ... f//•/ //// A6CA'PE ` 0_E g F TYPE COI"IMERCIAL -VI -2�'5m SQ FT/100 SQ FT/ sowh3 Feet,P888.. 00.81 e1CTICIA Square i 6 / -- --- j/ _�/ b 1 I I O IX CeFay,PAW BNyat GanUy,FbIW / O w k (1.ALL LEADERS OVER OPENINGS SHALL BE Dn a c CR TRIPLE 2k10'MNPINT(FOR WOOD RN.MtTc CONSTRICTION/NAILED INALm TOGETHER WITH CO OCCUPANT +235 OR 24 PERSONS SITE PLAN // RACK ARE 4 T-- NAILS 5TK FRFf)AT b'O.0 INJFSS EO UNLESS NOTED. SITE I-LAN 1.1 ?/ // Y .p• y '; Li B.ALL LOCO HEADERS TO BE DROPPED UNLESS OTNERAGE NOTED CR ORAIPY' GE.FRANNG ANCHORS ARE iEalRrD FOR AU-WOOD FRAIN G REQUIRED RESTROOM FACILITIES: 6DALE,w•-1-N�' �,-0•s l' MEMBERS INCH ARE PART OF(LOCO BEARN WALLS lie PLATES.STUDS.JOIST.TREWS.BEAM,ETCJO � //j // I y�l II I , •.Q F� 1 V L.REGER TO DETAIL.%SECTIONS,ETC FOR STRAPPw'AND/oRNG,AND NAILING RE:J:Der/TS 24 PERSONS/2 = 12 MALES 4 12 FEMALES. N • F / /�LL /j�/4 Ili i �Nu 20.FOR WOW FT44MNG CONSTRUCTION Ii27.1DE 2'x STUDS f1EFER TO ro•'Ie"NOR STUD WIDTHS)Al ENRICH!POINTS AS FOLLO.8. MINIMUM FIXTURE REQUIREMENTS: SURVEYOR CNST VERo-T A AND SITE DIMENSIONS * /i. /� /Cl/ J -IFADER SPANS UNDER 6•-0•TO HAVE(2)211 AT ISEARIG FONTS. 12 MALES = I WATER CLOSET,I URINAL,2 LAVATORIES HFIOR ECTO CONSTRICTION SHALL NOTE,' I I kN HANDICAP . 11 I i _ Q is 1 -HEADER SPANS OVER 6'-0'TO WIVE(3)3'x AT BF.A RIY.G POINTS LATH"++'TIT r,FQ SILOS. ARRCHIIECT YM ICTIOIL.T CF ANC'DU'CrEPA'GT ENTpNt 12 FEMALES I WATER CLOSET,2 LAVATORIES TO THE DOQ7 E Ds CV' I I .,s M 444, ly I 6 I I m STUCCO OVER CAULKINGI '- r r^ i of PAPER BACKED NIL '±1 -`, I I ` "'H I� 1 Ij! 1�t j �i 1 yVit LATH ON AV'APA E1IP - F.ETAL E GLASS OOCR SI I I f I 'I H LI 1 Il�' 1 1 !l I tI M .I 1 it 'N IF.XT PLYun II 1 1 I l 1e I •� `o LNli. TAP CON TKdJ Ei,?C M!I Ml III 1 E{y L p j PRODUCT � ( s1.3lII 1llz ilI71SIP�M9�'urjtl: ��III.� I I FPRODUCT ASTENERS APPROVAL IN ACCORDANCE H 0.01 I I X I I 111'�' liil I II41Y,I Fl�' -' 'IlHEI� q '11 IX11 t - I�� !I�, Q >$u Gf95IBT. NOTE:WATER FCTER SIZE TO PE DETEOINED I I ' 1 II if II I)9! I l6 hill l[ 1�13-i 1 31 :t.= �Il ! I o a-N� BY CUT of DELRAY BEACH UTILITY DEFT. �".E- `FRET'-+ t "JINNI"""• ,T' t� N.1 .A.,',,;,,,,:,TI T „ TJ a - 7yDD YWAL o K R OCY'Jff•Lt7lF.> 114'P.T. ;� -.� 11 E7;f£Nf CR1Elet )+Aril 4 - o b" COL 1';I ,{A,,�•,ILI. III�� 1111 °N I�' II+�L „F 1 I mot' €y /�� m.D C.L rat OR SUCK W6'GC.NALSI t' ""I'I•r'11 Ii i �'t� t . '��I 1 I I IF- �[1 €In I fYx fT ,l_hj 4 III 11 �F+?•i'+- ve ��-I )- e FASTENERS 34�Be RUST i Ora STTJRY . ITS �1',J1 II I j tl I. II 'II a O "-' C, ''^ •Ike -- `•)cT I I, IIII 1 it, i-LI I GENERAL NOTES 1`ETAL f C�A65 e.EEO.BT E MAXANX YG' �� III 111� lilj I y ' i DOOR t K DETATI FRAME BETWEEN SOLD E 1 I I'i,l l Il 4.' I' ' NEW OE STORY V LLl 1. TINS PRO.E(:T S A RENOVATOR AND REI0Df3t,C PROJECT. "'�Y FRAME. PROVIDE4 .,OLD - SDALE.314•.Y-0• corer. 94M AS NEEDED I I • ,il''I -�I �_ III 1 i�� 1 ,�cBs sTRCTURE 1 2. RAGA CONTRACTOR AND CR S ECONRYACTCQ SHALL LAST II-E STE AND EXISTING FACLITES TO 10160,1.E THE 81(TET CP '1 �!: I 1 ALL WORK TO EE 00,Fi.ETED. IT F4A11 EE Tie REEPO SEUTT OF EACH CONTRACTOR TO NEWT ALL DIEING COFDRENS ADD STUCCO CR •• rNv. I .�1i1 9 �- I •) iIIn, r M TO MAKE ALLOWANCE FOR TFB.1 0100 TO ANY NEW CONSTRUCTION. !3 - . LONG BLOCK BRICK MOLD I I EXISIpIG FRN PR 1' �IA�II!'J 3. ALL MEN:DONS. SPFLRCATIOI-S AND NOTES PROVIDED PERER'' BE VERVE°BT EACH CONTRACTOR PRIOR To DOOR STOP I• I - III I i I �� I'l li �' -- ---�_ I PERFORMANCE CF ME V/OTK. ANY QSRZS�AFCES SHALL AM�IATI3T Sb.l7.efT TO ME ATTENTION OF TIE AR07TECi. ANT • N-{ II IELEVAT[Q1.:369�i I' EXTERIOR DOCl2 - ; IT `"�.' �I '�II �Q�'� � DEVIATICIN AD/CR SUSSTRUTIOFI FROM TIE I.FQ3AATION E NSTIEXTI NS PROVE®H3$UN FINAL' EE 9-EMITTED TO TE ARCHTECT SECJTE DOOR JAMS TO IUOCD I II I m I 1.IT FOR AFF1104 VAL POOR TO PERFORMANCE[X TIE WOrd.. II il ! I„;1. F ,'.6 IR' BUCK WITH PIN CF 2-Pd FINER I I TT' I o!/)A=J NAILS SPACED MAX Ib•0/C 4. ALL LNANTCIAATED E UNFORESEEN°MOUTON AN/02 NEW CONSTRUCTION CONDITIONS W41C14 RUJLRES DEVIATION FROM TI D E ----- A CN BOTH SIDES CF ALL - 35•-�')'FRONiTArD SETBA-CIO' - FLAN E NOTES FORM SHALL EE REPORTED TO 11E ARCHITECT PRIOR TO COLNE.CPC-SAD WORK. ALL FEW WORK AND OR HIVES AND STRIKE PLATE As . • MATERIALS S4A31 CONFORM TO ALL{ICA.RE3.CYIT$CF EACH ADRN 114411E BOOT HAVING,LF�1l,-NON INFJJ34 FF3FiM041 I'x.{'P.T. NOTE.CONTRACTOR TO - CRCLAISTANCE. w4 DRTLNLL PER PRDOl1CT 4�PROVAL I I -12-O INSTALL OiUTTERS AND NOTE:PROVIDE �.! DCTHISpOUTS PROTECTION TO I 1 5. ALL NEVI MATERIALS AND/Q2 PATCH WORK SHALL BE FROyDED TO MATW EJISRNG MATFEIN S AND/CR ADJOUNG WORK YM1SiE CQJT TM,P.T.LU OD BOCK UV • EXISTING TREE ' R4ACTCAL EXCEPT A5 SFECFY'ALLT NOTED WREN. WOOD CASING TAP CONS START MAX OF 2' • FROM EACH CORNER AND F ` TNROUGNO,fT . S. EACH CONTRACTOR S44LL 115E ALL P[K=faF CARE TO FROTECi ALL EIUSTNG MATERIALS. SLIRFACFS. MD Fli3AJfV;,.FROM DOOR 1JNIt ILLS aOElIWTa, I I \ \ / CONSTRICTION- I I a ,9 \\\ NEW ENTRY L DAun(s CLANG AL RV SES OF CONSTRUCTION. SPACING SHALL BE 0'CC / 7. 15E CONTRACTOR SHALL VE2FT AND BE TS�Q169.E FOR D/.B SONS AND CONDITIONS AT ME FRO.ECT STE AND S4AL DOOR JM DETAIL FAST%NV� L Y sTAp P A A� - • O3-D I2 NOTFT TIE A26RECT Af.®IAiIiY N NOTING F VAOAILNS EXIST SCALE 3/4•.Y-0' BE RUST REPASTENT. I I . PAVE7.a CR L 8. TIE CONTRACTOR S,HAL.REVEW TICSE DRAWINGS EEFORE STARTING CONSTRUCTER. N TFE EVENT!)F BS00'A1CFS OF• _ ' 1 A SAID WALK 4 I I �Gl,QQ STUCCO OVER DS/14/D3 s. AREA • o, COCNIENSCNIS 1VfTH C)COE IEQ.Wl.ETJIS. SUCH PFaANNCN FYuJ.(�SENT TO he ARa4IECI N WORD.+F1RgR TO STARTING PAPER BA.Q�D tin_ E - . LATH Ol IKM'APA RJR I I I EXT PLIED 9. ALL WOOD IN CONTACT WITH CONCRETE 5 IS 4AL BE P TREATED, OR BACK WITH FELT. Cnulcor• 10. 1HESE DRAWINGS ARE OLAGRAAAATIO OILY. ____ _._l-' WI.&0.0 WIT Ul•TAP CON . . •• O r1ldl DUCK AS PEA INEW S�Srt r.'+TrccTE I TI = Q 1 1. R IS NOT TIE WENT CP THESE CRAVINGS TO SHOW EVERT 1.460[R DENTAL OF CONSTRLTCN- 'f i.- PRODUCT APPROVALi ` I O IR p 12. TIE CONTRACTOR SHALL F1.ONS-1 ADD NSTALL ALL ITEMS FOR A COI•EIE ULLDPD SYSTEM AND PROVIDE AL �_N® S. • V gY1.11f2®.@!i'-NECESSARY FOR Edf#BNr TO BE RAC®N PI.1�62 WORA7JC CCi62. CONTNAUS 1'N3- I✓Jvlvt NOTE:ALL UTILITIES U a Q K'b•STuD6IALL O18' BOCKEEVE P.T. WOOD TO BE UDER:6<DUiO 13. TEEN CONTRACTOR F4A.1.LEI@MPE'RE LOCATCD4 OF ANT AND Al EXISTING ABOVE C,T2017•D AND S,B(632MEAN UILnES OR IYb'aTYDS a W BL17C WITH SDT PINS CONSTRUCTION AREA OP PROPOSED NEW W00'. cc F'@1 - CR ECAYH. • 6'CR. A F OVALL,FASTENERS SHALL 6E RUST 0 d) C 11 OIU BILK DETAIL o _7 01224 SCALE3A4'•F-0' av INSTALL N ACCORDAN.M VITI-I FROOJCT SP-I APPROVAL FOR A4/•NG. HORIZONTAL RED C WA.T PDOW51 ..iFP45100/S y� DaQ�l�l av Snrr7 CR SNAIL EE RUST...,RESISTANT. 1 S l.. v`Cl 1 LONG BLOCK ELECTRICAL NOTES• =� } -►;- BOCKENDOW PERE UV TAP CON iHRI �� () I. ALL WORK SHALL BE DOI,E N ACC:MOA=VITH he NATQNAL ELECTRIC OCDE AND S4AU-CO/.FLY 54154 ALL LOCAL KLE i -__- BUCK A6 p1YAUCT J- AI CRDNMKF$, APPROVAL 2. 400.IA4 W{E SIZE.54AL1.0 •1 2 A.W.G. PVC 0(4 CONFROL WRING. MUMS O140/4 eE NOTED 112'PI.R)IRRIY CONTINUOUS P 4'P.T.LOOP '.,\ ks W/VA'DRTIW.LL BACK WITH OS'COIL NAIL 4•MN. 3. ALL CONDUCTORS SHILL.DE CQ"PH2 WITH THAN FU 5A710TN. PER PRODUCT APPROVAL S. - 4. EECTECAL SYSTEM SHALL EE OOWLETB.Y AND GTECIWELY DROWSED AS REOURD BY TFE LATEST EDEICN 0,ME N.E.C. TIN- WINDOW BUC 1.C DETA SCR-E,314•.1.0' \ Lot 2 I 2. ,,. MIRROR JAMB ATTACHMENTS -L • dv4v r•rti I �� I I UR T.D. NOTE T6E USE OF PN3NATC FASIDERS SMALL EE L. AS FOR TIE rdLOWNG APPUCATICND /�B�I1OG��I.��9� ��>� I C D.F. S.N.D. `TE�J.Ad LOC.ATIQ4 MU-S E MAr4FACTU>B2 RB4AB--S SPA(YG ✓Id 5c oo 2'4 P.T. W/ 1 OR LNlEL-r oars �"'�•" IG \ 9Y.300 Df3VE MS I---i 15•2'P.T. RARING.099.IY'SM NR Sapp E Marina .422426 16' • Sc pareT.P.W.I OR EO. . 1 2•CC II�C 1�11111 SIl6Y5 APPLE)TO CO. Cr scud OIC ��I E 6'FRC/4 EA Co. -KII 11I WALL. R M.S. ��6d¢ ,M n _ T3 SIDESI • I/ 1 11- Well S�DTL S-N C-1 i in Z S. rS IIIIIIIIIIIIIf i Fo®GLASII�E EUCKS APW TO OC I b. al _ 50.0 FEL cal.EAW II CQ WWOW I I F%T ,11PT NO-NT. - voewU C4. _:i' � {{\ I a R PCQO TIN !Mill�d7 I� [.1A4PDOEROR PLLDO TO SEP-DTL SR c-I xIC 0 ��m I S e __ 1 gcniz,0 WTPS .O99a1Yd'SM Ali D.,.E Ware .422426 6• •Z ABBREVIATIONS FOR TOILETS, a•MN POtL2ED wrc �Qil - - II E DCOar,I WRAP E co. a a9.0 O/C <1 T.0. PAPER TOWEL DISPENSER = SLL W/ I .5 CONT. i=E la. -BOT O¢ WOOD BOTTOM .099a7Y' NR Dope E Maxine 1255T9.�AIA%�3 it s o dv.um ro G.B. GRAB BAR o• m -�--N' W RATE CO. er ace d [dad MAD N34?OF 600 ti11CGN W.6gLT1T4C. •' •`• Wd�LATM .120.IY! PASI.COc 4404695 I4A><• 6'O/C SCE LAPS SEt1RV 70 S.D. - SOAP DISPENcFD n SUPPORTS E TIED EETWffiJ SLFFCRTS•'�__�■ O.F F. - DRINKING FOUNTAIN . • % \ \ MAX 9•o/c GRAB BAR DETAIL uR - LP -.--FOLMATICN-- go SCAtb 3/4'•I'-O' T.P.H. - TOILET PAPER DISPENSER ACCESSIBLE FIXTURE I-IEIGNTS VACONR�•gt -TU{N 0 °PIG NOTE& l oGesC S.N.D. - SANITARY NAPKIN DISPENSE2,5 3!4'•1'-O' tb igl 9`ay� • PROVIDE R-5.0 MN. WALLINSULATION F,I •�c PROVIDE� R-30 MINIMUM CELNG �li(p!i1 F_ P / 14'-4• / 23'-4• / 2I•-4' / NSLLAT10N `!ill:Mill zViIELa1 / T-2• 7•-T / 5•-T / y 6'-2• /2'-6•/ / I0-9• 10-EV / ■PROVIDE MNMLM 12.0 SEER 1 BO'MN / 16'-4T T TO DOSING ST2,1CTUAE / 2d•-4t_>TO DOSING STRLCTUIE I6•-4TO Tyy11'DOSING STRICTURE I-i.V.A.Cl.� wEicalclIPI. T�v rr 61 36' / 1 T.MN oe I I I I ■ TNT GLASS TI•✓RI.I-W 1 NEW -- 1__ 1 1 N.M.E.>. s I • StL SI-;FAT C-I FOR BUCK Ili • U/ ti ATTACI MEAT DETALS O 9 d �• I I I U D -1 • Ilh • ! 1 NOTES: u.J z t OQ \ . . --�- - • 'O T --- -` 1.13 I.BY�WT'DOWT AF VAL. BL'iS 70 WALI-.AS S'rSF� =•-IL) L) R gl III I III�IIIII I sa - + -I 2.ALL NEW WINDOW N All TO AIATCN DOSING. U o` __ 4n_' NOTE I \ I \ I 1 • •III IIII)MIIIIIIIIIIIIM \ \ 3.WI.DONS TO COAftT W/N.F.P.A.. 101 SECT. a/ ) .. .a'driMIM PROYCE E1AOcG = I I • - 22.2.1.2. �a Ij FOR GRAB BARS -' RACK N RAN EUErr TT-N BLETRACK BY _ 4•WWOWS All TO ATE3.PEiSI OA5S. MO PLJJ.CBJT �C .5i- TYPIG14L t�IGGE6SISL -� I I 6'0118 I 20 ff OT6 S • 5.APPROVED BUTTERS TO EE PROVIDED FOR ALL.NEW QOEJ g L �. 13'-ff it ORER104 OPENINGS - MFR. TO PROVDE ALL ATTACHMENT = TOILET DETAIL- I I d m - B�T TAB O o STOR.1 EGRESS DOC ISI. OJO$UTTER RCS P = " SCALD I/4'-1'-O' ._ o- o- o- I �m E] "p' //� &PACT RESSTANT GLASS N APPROVED PRAAE I5 USED./ LL -� ^ •• ALSO SEE DETALS TINS S1EET ir - I 1 9. I Z Ibl `1 t� - 1 IV3 TCLG/G L2-r4aS�Foc Gin. � r z•.4n al OL SLCPE 11 OFFICE 7 -(ii i OP•81 PPP \ f01•I \ .��'1•c'1 OS I ' TOP•81 AFF NOTED aN PLAN r▪174) t o `.-� 99v:0 O link Q 25 GA. MIL STIR OR A fi A.r•� • b EC. FRAMING• 24'C.0 IA r1r -O. ,// min i 12'1?21 WALL BO1M SOEi I I -1-11 \ II MIL ft7.N62 TOP E 60iT. E. �- - -'p 11.3 CLG �_ a a I ,//d . / /�� O fry 2�53� o 0p .; KEJ .I Q 5 g ..'4 m O 1 ICE P IYI¢o P.T. 214'EASE AN0433) O c g 43 QC J 3 CLG o u --, TO ROOT W/RED-BEAD a ,v\ 74• I • I I., II 'i• w CLG Ns; AN31JR5•24'C/C CR ED. Q € $ n I �� 2 ® ® I N s$ Fr4S4 ROOK AS - C Q U 1-7 P 4. I 9'3 CLG ((;; SC • ¢ 2 p � m$ I I p$ _- II`dl . NON-BIZG. WALL. A a= ZE ci. Z) k c' II I 3080 LVR DR I. I _ V ¢ 9T�. i�! c� 'Wa mi .�= g. ar p Sl`eIF N.T.S. g -13 qla E.k. i ` {tmewlF o WALL LEGEND m° _ Ey 113OCI.G 1---- _ v z •��• 3'Or8O I ( e is2SCUTTIJ=1 •I-�4FII p A -} NOVNRVG ROOM '<•O-O'd•BOVE FN FiR CF 2 `7 I I'-8' S'-ff (--s=D-- I 1 I 2.44. p q•B. _B!-I? $ 13 I 11'3 •G �' II 4' �I 4' 4' 1 4 1 7L 1_-.I •�� IIY - � d,L 1 I I • 11 1 I 'w,"`7 •a Ex C 9b jF. 8 9,21,6 T DOSING TO REM694 • o I 1 yqyq - Z5 ••• I I I fLLTO N S$F WC REP! BM FEN(NON WO PARTITION MIIIIIIIMIIMMIL• 9'-6' 9•-O'• It \.)I T- 90.60 F 1 IcE 4 4-sm' TO U4DEASOE OF TRUSS M/W.) ro. / ff s-ff . a i l4'-10' OR ELOCX.LP - a9z - OFFICE -I = NEW NEXIETLOR cas wAWALLII1111111111III111111111111111MIIIIIIIIIIIIIIIIII • - - E'• 12-20a60 1 I'-9'N-F .N.E.7 • O I `. 1'-• I SC DR 1 1'3 CLG C OB401144 WALL - .l iII - 9 8O• III ¢ E Gi��D \ •83 AFF. _ I Y W/SOP m s - OFFICE 2 � I - - = INDEX TO DRAWNGS 03-012 • 0 11'3 CLG 1 • - -6 u ARCM TC : '�� ` - T-I TITLE SHEET 4 GENERAL NOTES DD Q4C2 .. PooF TRUSSES z-4 " a./ 6 O' 'II.-42 I 1 2•` - I 6 0' 1q• ��1 9.A.nl4'-4' 5P-I SITE PLAN.PALM BEACH CO.NOTES • 14'C/C t :2 6'•' / ROOF THS'ZE.l �' _- ink O I . -- • 24 ac-- -' -�� G-I GINL PLAN m8/14/m3 ny I / nt C-2 CIVIL PLAN DETAILS g1 , SO�I: n 54 ELT-Y BY IIIIII IIIIImI> z 1 g 93 CtG 1 I .i) °I:' - • 'm L 7 LANDSCAPE DETAILS L-I LANDSCAPE PLAN Ti Z ;- 9'3 fLG WAIT 2-3TY6D FIX Q.. d - \� - bi L I C 2-30.613 FIX Q.. Q) 0 DOE_9•L , _ tlm■ 9 3 CLG 1 - -�PW.�.F -J o A-I FLOOR PLAN NOTES 4 DETAILS V Q- a ►� !:'i•==.1'• - r n A-2 ELEVATIONS 2'4.50 F° b TCP t e•I 500•III AFF I I - 'o\ A-3 SECTIONS 4 DETAILS L•�~-. ry 14 <-=. I- - I \ ._ - _J '. 5-1 FOWDATION PLAN 0-a (8 p . Lr4.5'D Ftt c4. JJ 2-2'4 •FIX GL \ S-2 ROCP FRAMING PLAN fCP.81 AFF `VV rA.•a I AFF I Q - -t-- -b.y/.. - - . �L-I I E-t FLOOR PLAN-ELECTRICAL e` • I t F IIG7QII8 AREA! A- I • 9 x2-D•/ ;Iff /2-ff) \ I EXISTING A/C 824 SF DGiQlS7q DYY t 1,,-----N. NEW A/C 1 .526 SF ° I Michael III65.11.LI in/ a_O• /\`'-ff , 3.0- / TOTAL AREA 2,350 SF v / 22•-6' 1z•LO- v� G� / / 7 2 / 5'6' / 3._4' f 3-4 / 3'-2' 6-0' / 6'-0' 3'-2' 3'-4' 3'-4' 7,0' 7'-6' / �O / 2' 6' / 4 4' FLOOR PLAN - NOTES 4 59-ff me 1 ESP TP TYPE ANCHOR OR • L -IOd NAIL6 EACH Lot 2 Ea Y,h //I 2 Y TOP PLA`i. Block 59 — 01d Schoo - I ii 29 WO 1-DR dill 11 I I Square f►2a FRN1 G - SEA RAN • FOR 5 8 AW SPACNG IIII/I 19/32'APA Ed' 1 EXT. ' RYWD OVE2 FRALNG. SEP j ATTA.Ct4, JT S iF FOR jl _i ElE SPACNG OF NALS l i _ 2a VVD RATE OCLELE �� _� ,; P.T. RATE•CCFC.V I 4 0 I.Illi II■I■!I��MKW ANCHORS 24' �¢� €eO iY TRUSS 1 LL9P 1415TA-30 WRAP•', ANDFORAGE 111100110 Ea,11/0-10c1 Cl4 I Yy 65T00& EMBEDDED•N)I I i n g 2G `9 T1P.WOOD FRAME OF'.G DETAIL 1;�(S1 {�j�{ pkRo( 7I SCJIG H.T.S. 451? L ` u_7 T}O 1 �OAF T I 0 6'-0'APART LOCATED AT (1--`- O O -_ CAM PROVIDE<02 PEAR 21 ea NAES AANEL T U 0 EA. NTERSECIICW maCAU , z.. P.T. WOOD BJ:Y.N• 1- ` -1� — o U o 39.300 COVE FRS• 12' II— TWW STMOT.G SEAM LETAL CAC E 6'FROM EA ETD. (WPC-AL 9 SEES)4J.O.N.1 _ ROOFNG OVER 30. FELT TN U G SEE PRC UCT APPROVAL PCP TAGGED TO APA 1 9/32• EkP 1 ()e ALTHNAIE ATTACil.BIT !_I / I f7TT. RTW000 s A Z L12 '< W • GLASS CR TRlbS ANCHOR• 24'O,'C 5 z O i' —I WY V lNT7I� CUSP 12T-18 STRAP OR EO.) SDg I .5 VERT STL N // O Q •`" _ SOLD FLL CELL - 5E -- ? AN o PL FOR LOCATION • I- — —1—1.- L h>r - 8'ON POLRED CCNC 12010E BAFFLE N EAVE TO 0_ SLL WI I 5 OEM. PREVENT INSULATOR FROM 1Ni6S6iNG VATM Y@NRADER - APPROVED 1 R 65 ROOF TR E5 • 24.CIO --FO WATION—� `'TOR OF TE EE81A - OA 47 WAWAVISIITtlYrirt:t sI _ yp �p" ,� I R-30 NSIlATK7N MN. 76 T 1 f STRUCTURE AT VI-G 0 _ 4e"CQTWAU_APRIMTO LEDERSIDE LL NOT TO El.., TRUSSES aF i na MTL19 P. OVER IY2'P.T. FRE STOP ,• y pp{ap ®GE. V.Y.E. 2"-Cr O >U- oi V.M.- ATE 1E BEAM • Q 2-2)TO.RA SEE FRAMNG PLAN B Ill o fit.' W. FOR SIZE E PEW. U°_] TOP• •1 P-3'AFP n` m • PMasop.°Ps r.w G i lb Z i8 Eo snn TOP t BDTT� FROYDE 21 7 2t FLOCK G WI 2' �J .5. His STOP -- DWhtZE2 SCREEN R P. VEMC4 6'C/C O D , Hy�rt/_ T DOUGH m i21 fg RCP ..., a 0 5/8'STUCCO ON EY I I'Tiit IC WMH8. CONC LLOCK Zn Yi'CRTWALL OVER lan&Doaa -0'CO.SOO P.T. I S l Vt _ RPFNC U R- • .1/14/M / :aacc BOLTS aNSU.ATM MN.O NiIID N(JOD BA2— / 2)AT DAZE RATE .O —.�✓�—wham aom BASE Z 4��' ;�'��4� vERTICAL STEEL T.B a OFFICE 2 6o�aaaaoa SEE ROG LOAD WinWALL SECT 1 03-012 CD 1Yv H.T.S. 9 GAUGE GA_V. TCRZCNTA.LAD062 ROW. [AM •EVERY TFRD CAL 174 • APR NOGG BASE 08/14/03 AFRID WOCO BASE PRONOE 1-.5 VERT• 24. PROVOE s-MN. GmcEss C/C WI 5'MN. E.EHY.ENT •PEG/NETER TO ACCEPT MO ELSTNK'FOLN]ATgN /)E%ISTFG ND CONC. BLOCK / N AND FOLIFLOOR. DAIION W/bYa6`' 10/10 WON: FN FLOOR TO BE MN Cf 1: 4•TUCK CONCRETE SLAB W/ 0 vZ • TO REMAIN ;I� OVER VAPOR B00W ON ABOVE CROWN OF ROAD 6Y6' 10/10 WAN OVER VAPOR v O TERMITE TREATED WtIL BAK<d@ CN TERMRE TREAIL� V �• (1 I 1It/I Q7r.PACiEO Fu �./- C!-O'FF FN9J , :•l RR 4IIiii WELL COfpACiED ELL V.M.E. "i'�� YFIR - Y.Y.E. •I ",,,, , c )`v . . P60 1DE I1cADER BLOCK n:/ �__ /\ ' r,47\ O '' '•VIDE LEADER PS HORRADE CGH1AlJC119 L _t \4lowiaNTAL `�'` ` 1 6 LTFF '. .sY�i�6 �FT\G� Fr6N GRADE r-j/$. /�� ROADCROWN L)= b .`'�� ` W,..5 C V yON FWD. G�i !�i`�• o% %Zo�i i �� A- 3 F .1 \f \ Ie i, ,,,„ W/3.5 CONT ` T ' / '`Y SECTION iv\`'a B / ♦p ��; '��\/� .� c..- \^�' •U1.4LL SECTION A 0.—,F, 3/4' - 1'-0' - iF+ 3/4' 1'-0' • FOOTING SCI-EDUI E Lot 2 • Block 59 MARK SIZE STE0_ REMARKS Old 3CJ^loo F 1quare 18k24' 3 u5 coCONY. .4 x 5,6' LONG AT 24' C/C TRANSFER BARB MP) F2 18'(18• 3 u5 CONT. 0 I6'x24' 3 u5 CONY. u5 AT 36' C/C BOT TRANSFER ?'I 0 F4 36'46'x 16' 4 .5 EACI-1 WAY AT BOTTOM .<1 F5 48'x4E'x 16' 5 .5 EACHWAY AT BOTTOM LE F6 54'x54k 16' 6 n5 EACH WAY AT TOP E BOTTOM 06Ok6O'x24" 7 H5 EACH WAY AT TOP E BOTTOM DE56C36 F () COLUMN S C l� E D U L E 4•-4 R3-4 „-.- • 131`162.1 r#�g i MARK SIZE E TYPE EEM TES . REMARKS , IS"-CYD TO EaSIW STELCLRE , 24'-AEU TO EASING$YACTIR5 , I8•-410 TO EISI C STPI0'1RE , c Zr 4 C I 8'xl2' PIXR CONC 4.5 VERC.a3 TES • 8 0/C I�(�� th�Q C-2 3' DAM x 3/8' __- __- SEE NOTE 1 E 2 6aOW � ( C-3 4'x4' WE). POST Yos C-4�TG434k3/8' --- --- SE TOTE 1 E 2 BELOW LYJE F I L PROVIDE SSOY 4••STL BASE PLATE aV/4/W IIECRAE ASCRORS•••C/C r 1 2.ALL STEEL COLIZ1116/TO EC CONCRETE FILL N L I •ri • MUNN C-I MY CT-7 F 4 TL g O 4 tam 1 , 5 844 y 7 l rti 13'-TT R9'-4• , i vvi CWB IE x— '1 11 • I I a •� /� 2d 0' / '4 I Ci'Nf. BOTT6 T S- l� • • -4 .o•. .i 01 I P FI • I ,,Fp • I A COMRACTCR `LOCATICN NU Q �- ` 1 • I L V X V i • C1 H_ J tzo` s GENERAL CONSTRUCTION NOTES' 0 • I . L = - 05�a L ALL CONCRETE SHALL HAVE A CO•PI�551vE 51RENGTH Cr 1500 PSI N 2D DAYS U/LESB OTIERISE • I T li \ ��( I 1 ��C2 O .n • .. NVItL. - FI ~ .'.A ~ CI n I C3 2.ALL ALL bHALL BE COIF F,CIED TO MERLIN OF ffi.Dr?YiITT AND TREATED FOR lEFdtITEfi FORA • DISTANCE OF 4 FEET F10211 PERPETER OF ALL FOOTNO CR SLAB EDGES. I I I I 3.ALL REU OaC2G STEEL SHALL BE GRADE 401A/LESS OTNERiSE NOTED. ��d 4.ALL 5ODRYa6 NAVE BEEN DECK fD FOR A SOIL BE4R.0 CAPACITY OF 2500 FlLV0S F'ER - I -I I v IN CH CH IN NATURAL STATE OR AFTER SOIL STABILIZA.T1Qd Q v it m GENERAL. PLUMBING NOTES' I i 11 1. ANTI-SCALD VALVES ARE AT S-O/ 1S CF NO 411W THAN 120 •S. p S. /• Q) 2. PROVIDE CONTROL VALVES AT IE.B AND SORER. • y 5_Q• I U IL 3. PR01IDE NM FELIFF ORAN AS PER WC SO4 I I I l l i I I •Elan a• �v//, • Q �J o p'm • FI "�/1` of m ROUCTH-IN LOOPED NOT WATER SYSTEM TO BE INSTALLED AT • I I i s2owE • F - o W "a3 . BUILDERS DISCRETION n, a �FN O.FP.. EHSTFG FOUNDATION 11 �/��'JI�a�!,��'�� V Z€.[ TO 18AAN I — IN.J.® — • P V.M.E. A. I 666$8'J�� ` 13 ma • O n I I • e0e I I ASNK I I m 4•T1=CQ40MIE SLAB I 4•TIYX COTfR-IE SLAB W/616• 10/10 VNVM 01 I I ❑O I I I W/616• 10/10 WA.I CN a VAPOR BARRER OVER VAPOR BARBER OVER 11 TERMTE 12281®WEL I I N.FACTEO FILL I! I I--T ACTI TERATE ED FLL • 0 l i i t I i! I• I I�F COTERTEt•rfS L.0'3 06000 GIFT i l 1 NEiv I I I i F00T62 e/ixv> I! I I I • F I I I. CD' Fri101 PERIMETER TO <.> ® ©�I•'�\ Il C3 -�— -"�-_ - y�_- f_ iRECHv1=BL0.Y. • • 1•5 VERT N cHONCEETEE FSum ,� z' c1 .1 III• -4—z--ln' I • 6CC IIF3110OGI L 9' Ii — J O — 1 I '; I r 03-012 Il 3 VIR� ----1t4 • FI I r I 1 p75rtJa FIXPI)ATx71 0 1 I I D[QVB I• •• F I BE 1I4 O 1 •• \•I I. •• __-ii T. -,\ L -1 L�J s\I cl 7 �., , \ „ I LQJ r p«� �S/l4/O3 N. i-,--- 1 r _ , / I co i • i ,� i • i �,.. � i DAR LAv CO O 2 (Y, �g , ,0- Q CO 54U 3' IOC • •: iV\ —• • I \ 2' 3• 3 al 3• W , I I `'' 1 j — '' 4 • • v'' • • 4, , zz•-a , 34D } 6-0 Q 3 0 , z4•-5 C13G11CS IS DS TO Michael Wakowekt SEWER , 3'-2' , , 3•-2• i. . PLUMBING RISER DIAGRAM - _ 2 fl• , 6'-S• q•EgST. 6_IF 14•_O' �_4. 59_Q / \\Sala.N.T.SFOUNDATION PLAN r/c. I TYPE $0. v LOAD CENTER ww 8.15. 100 AVP pal• I•PVC w/ • 120/240 1 RT 3W NEUTRAL, Pill ELECTRICAL LEGEND • MOWING. SLRFACE SLB-PANEL MANS. C.B. pal• I•PVC w/4-.1:TNN iMii of 2 P6LS 20 A.I.c.• 0.00E x14•LAr-w t` / BlockSc 59 APPROVED 6 :• k9 1-2N arc E I Old Schoo 09 NO ELMS(RECEPTACLE Sf!'ACE kT1D. PAN J.1304T I- U@4-DEM TRP CON WIRE REMARKS CKT. O.Cf REMARKS WRE CCN-iRP D�g4 OEM. GFi GRLYlD PANT FLllo '8(T FMILRE / �USI.6 KVA -IQE OUT W. N . CUT POLE KVA (4 220aVYTW WATER 1F.7171.71 KVA KVA moor 21{'tAT-w Sl1RFA¢ G J 220 V(1L7$ MID' f11J0 /®/I 12 4.5 25-2 1/2' 10 WATER(EATER r 1 2-'\ POOL RAP 12 1/2-20-2 1.8 r•�� L P/iiA00(JC FN71f� L 3 {-1 (FUTURE) ELECT MT ER ® SEAS 212'LAT-w O• MOOR OUTLET 0SLRFMF MID. Oral•, k•\• 200 20 a P b I.2 15-I 14 MHM)R RL�T, 5 6 my Ac E Aw 8 1/2•40-2 5.0 FLOOD L.T5 1.2 4 5WIT61 1 400 A1P ci i AM+ 22D V_ 22D Y. I5-1 14 NTSM)R LTG. 7 8 (5.0 kW• 100f) CELNG/VOL_ (/} 3 WAY Sk'DW LJ Dr�pJ.E'T "ems i; 1- Para A,c y • 1.8 20-2 I/2' 12�A RAY r 9 10"1 1'OCL IFATE32 6 3/4' 60-2 9.6 r 0 Lao BOL i� O .4 L �{} 4 WAY SNROr STRP (PUREE) I I 12-1 (FUTURE] -0 POW60 EUTTCN {8 t LIT EMILIE NE. PI 1.5 20-I 1/Y 12 BATH G.F.I. 13 14 491TUE)POOL LTG 14 15-1 I.2 A Y .•'call` T /TNG N.1 i 1 QG. IICINT�`4�T�TO4 • S`� � O'S put STATCN 50 t9CT8dCR LTG. 1 4 15-I I.2 T 1 O 645E 6MG LFE 9TEEMSTAT 1.2 1 5-I I NIHd02 R£{gT. 15 161 tK3tOC SLRTT 515.u1 I I COLO WATER PPE • I 18 ��dp M-HATS. ETC. .{W #060 CURL-T ATTIC LT 04 SW 2'-O MT ,� ` 4 19 20 23 W/0A1106 �(UP os.w.T6,so olR1ET .� GRACE A�� K�� Q �b OC b PACK v MN- SOTS 1 1.4 18.8 0 SM01f OETEC(OR O.G. [O ELECT PANS 608E I30/240 Q/-•2 CQ'IHt 0201E W!S TO 1y TOTAL.CO1•N. LOAD • 1 I.4 • I8.8 30.2 kW I.011ff A/C SFRT 6RLL VOLT 1 P.0 3 me erg O Rd gvSi!iiitl5 yla,l PPE 5.0 kW!A/C• 1001) • 5.0 kW ® pa SEW LIGHT ® 0 ROAM H1bR�QNT UDER2 U43 TO FP E _ G ii • 25.2 16\1 WFJAAfi`G• 4011 • 10 I kw ATt41CIAT0R TO BASE �� - rn H8.6- C3 15.1 kW/.24 - 62.92 ALP" MILD.;LPE SAFETY SISIW ® L-J41M.1ST FAN ELECTRIC R b .`digit TIPS SO. v LOAD CENTER MAN E6. 200 ALP }FY}i YtYt�yyyElU�a1 i20/240 RFACE 1 PH 3W Nal112AL. FILL IVINYN PANEL MAPI0 C.B. rrgEIJDS�y � i ` AIOIMNG SLRFACE POLES 40 A.I.C.• I0.000 094. TRP CO. REMARKS REMAl CKT CKT 046605 WIRE CON TRP 0Da/.OEM.AO NO -- CC KVA KVA POLE CUT NO. NO. CUT POLE KVA KVA 0 O 5.0 30-2 I/2'10 DRIER ('- I 2 94dJC82 iRHi 14 I/Y 15-1 I.2 U O 11-3 4 ARJ FEAT STRP 6 3/4'50-1 7.5 Z .6.0 50-2 314' 6 COOI.TCP r 5 6 (7.5 NW• 1001) L6_ _ § Q ki 7 8 A/C CTY.P 10 1/2'30-2 + R V D t 1.5 20.1 Ill--12 SIN APPL KR GPI r 9 10 (4.0 kW • 1(01) I. �' i i- T Z 4.5 30-2 I/2- 12 WATER 1-EATER 13 I 630 12 1/2-20-2 1.8 - _ I I I ,,,J , I 1 I- O YW) u I1.2 20-I I/O 12 R} ATCR 15 16--l•OVEN 6 3/4'50-2 8.0 \ I I I `< p� w0`°$ , 1.5 t0-1 I/O 1 2 SMALL APR_ 17 I 1__, O O Bra q _ O 15-I U2• 14 G8.624.LTG E EEC 19 2 OE 0. GAR. RCCEPT.10 25-2 4.5 (PH X X I I I / T- „ e.. O I S-1 1/2' 14 GENERAL LTG E(EC 21 2� I I �eA ` X ill , 9 a- 0 15-1 I/2' 14 ($,g7AL LTG E RF_C 23 24 W1YET2 12 1/2'20-I 1.5 / I_ I I j�r O I5-1 I/2' 14 CETERA!.LTG E REG 25 26 CA T. 12 I/2'20-I 1.5 _ J ` �/ OI Is-I 1/2' 14 GENERAL LTG E ISO 27 28 WW1) WP4 p'. - 1 A-I I Ah PI4 v 30.2 100-23/4' 6 $-B-PAhE 29 30air =T I i Z r Y NEW 31 32 I I ® EDH, i FA Ff)=� FAN ��1, FAN m 33 34 �O I �_ rVTR�` �I'�I 13111 I / Y1R\ _ .6 35 36 - t t ' I I - po / 1,I �� O t 1L + 37 38 ;� / I I \ \\ \'r .11\ /r /-�� / Tf.7 39� 40 I I I I // I -- - {}y X11 -■fLcl tl O2.756X // ` I I I ��,I \ •O V 51.5 i CA:.C. • 3W/5A. FT. x 50. FT. - 0.3 kW I 26.0 �\/T I II 1 I I ' ✓ I • >U 4= TOTAL.CONY. LOAD - 8.9 • 5I_9 • 26.E • 86.2 LW II I I '\r•� 14 II Tp 111 a'C 7857 kw(.5. • 1001) - 7.5 kW s. I O 1L� .U . - 10.E W II9 .0.0 kW• 100f1 • 10.0 kW / 1 (I ® I 11 1 Z Eli z E 68.7 kW IR9/pNIG• 40%) - 27.4E kW n�\ 44.98 kW/ .24 - 187.8 MPS �Z I I I 1 1 ® I I i r,^ tl �/ Q I ♦4fh AMP I I 7 I I I - Ri >8<, �;r� m.ELECTRICAL NOTES ij \ �'- g A iA° jj I VI - •7 4 -3 '- �, All HJ�10.'.J1 WORK SNNL E£RTK4R.ID DI A LIOB�FiECiR(',AL CONTRACTOR N A FIRST O.ASS WOT2AffiiE i I O 1 I �_ J I _ FM1•• / ,JU 41 EIN1N�- 11,E LWiETH1 STSTG\SILL.(E HALT OFSiAT1VE AND ACCEPTED er TE QYSi. ? - I 1 I i-- - }1 lF 1 l. 1 1 \ - CONTRACTOR TO PQS AN C0LF-AD AND BFEGINiON ALL LIG141•093 sWITe4.RATES. CJZO.tr D9NFIFY:1qN LAMAS W ALL _ / I 'I I I p CBlC J.fCICN BOXES 4`D SHE-AD I era c ON 41 lf3R SWITCH RATS, X _/-I I - ALL HSIRTfY MATHML$5F1r43. 1*/A At0 U.L. 141EJ OR PPFROVCD. (( ---1l',•\1xL xx I .5,...,I / I I/V o • GWD�I1@II aOGiII - 121�DWGRNJ 6 T24 TA•U•11CAL ONLY. IT 6 NOT N1@LELD TO S0VJ EVERT BEM RED ECU NSTAUATIW. �� \ r • 1 iVU OU I {{ I •` .41 - -ALL WILT 0312S FOR KSBTAOS. 4DO/VTSGAL WAGS. 02 C014410CGT1o14. ETC. N RATED W415 MUST F - ,, I i �„ I j I € JYy�- \ oy/v/o) METAL CH U.L. RAZED FOR 1.6E N OYE MLR WI®C016TRCICN. ® I ® I I 1 � �(- ALL 120. EEC WORK SLY R N ULD46 COX E A.0 LATEST 41.CODES IE 020'^, C . LEE SAFETY CODE. E$ \ II' l•`+d 1 STANDARD. STANDARD TtaRDA 61LDI+G coDE E ALL on43z LOCAL E omwvr�. c �:Q ` k I I v \ -ELECTRICAL CQITOICTCQ TO Cp'FO'7M To BHLAURI RFOLf�.BRS FOR T13.�Ib1E EOlP1.H(f E67ALLATgN. A 1� I I T , Er / - ,1 , - CO-oRalAre All oanrr FUG AND FiOJf'I.@0T rlsrALIArOT/WITH OILER TRACES TO AVOD CON3DIs PRDR To l• � ^ 60 a�QGJ' PAt0(iICN. NSTAl10104ATKri AID IPF1.244.N. I i ' ® ,. I I \'\''/ • ,- ELECTRCAL CONIRM.RCR 10 viDaFT ALL 14/AC U4T CONECDCM WTM FNAC CONTRACTOR PR3CR TO rSTALLATk3N. Al. M 1 I ® I I \ / 1 rvlr 03-0I2 PIC UNITS TO HAVE NTE.AL 8 5. - ALL 4ET1325. LET(.CEMTEES AND 06CCA EC15 10 I£APPROWO 8T FL.ORCA POWER 4ND LIGHT. L 1 MOT it. G J - 0.4A1 W12E ST215 WALL BE•12 AWG CO 32 AND TN4:/T14YN E6LATCN WES 0118015E NOT®. WLE S ES.6 1 TTFw tt • 1U PROVIDE Dp� LMD 9..8E4 SOIL ARGER 51R TAW AND LARGER DL4L 1E THN. AU-COACTORS.I0 4w 9.441S2 MAT lE SOLD MD / I I,I FAN/LT AQ APPROVED 00x I _ I • DS/14/03 CROW LOCAT101E's AlD LOAD DATA ARE BASED IPON N"{OJATKki GNaF TO TL-AR^J41ECT AT HNC-OF COSIGN. ` '- 1• CONTRACTOR SILL VEMPT ALL EOUPFENT AND FANS SIZE'AND:HALL FRCHOE°RCNR E ROUTTG Cr CGNXDS TO SUR cfcj-03 commons. ((et// \r'q/ .. - Au. 120V 1 HIT�'E 20A MORN. 04114200N AND EXTE3202 RECEPTACLES 91ALL HAVE CR000 FALLT NTSH PINE(G I .4/ I • / 41 IU P 0 FROIECTCN. .r ``'t} PROVIDE,. I - C'A 1 ATO18 ARE BASED 01 COPP�(LTA CONDUCTUS. '1" I APFRO'v J FAN/LT- J-130X o' 1aRS WET HAVE BATTERYATTB2Y BACK-1P AN)DEN(HWNECTI�IN/OATHATH CQ MT.T. LTG. L FA CREUT AHEAD OF SW. -} -1 ", I -1111‘ � ' I. I- • J 0 0 - ALL F0(TEi3-14 CLOSETS SFALL 8E RECESSED CO FLUORESCENT. I ® III I (•- O GR '� ��ILIL ALL WS1SHALLIE IV GJ.LVAN2E0 RGD STEEL CONDUIT.. ~� NP �� -I 4 IS - ALL RECEPTACLES S 8E NSTALWD A INMl4 4 OF 18'AFP. 41.N.0.1 • ILL a. E- i • l/ELL4\EL 111 C1C// FLOOR PLAN - ELECTRIC SCALE, 1/4'•1'-Cr - i . Lot 2 Block 59 IJld School Square Numeric Summary Project All Projects Label CalcType I Units Avg Max Min Avg/Min Max/Min Parking Illuminance Fc 1.80 2.6 1.2 1.50 2.17 Property Illuminance Fc 0.87 1.5 0.3 2.90 5.00 C- EF /_ Luninaire Schedule Pro jest: All Projects Symbol Oty Label Arrangement Lumens LLF Description 'iJ 2 A SINGLE 22000 0.720 LSI g CHV-2-250-MHR-CT-HSS x`g ggm4o Alley Way. - - 8 d=< =mzWK • ❑ a ❑ ❑ ❑ ❑ ❑ p O p .t.. $r ac W tag ti6Enx 0.4 1.1 1.3 �1.2 1.5 1.2 1.3 1.3 0.7 0.3 „tI X3a-8 0.5 r ,., (1 z r l /ENTRY/ E` T ( 0•5 4-1 0,..i20:E-d.lo Z 8 2.0 2.0 1.3 1.2 A.9 2.1 Li c.a .4 '6.6 'E 3 6•caxc crE x• _i U 0.9 I C.O.n.e� I WW V ,j� rl,g 1.8 1.5 1,4 1.6 Ts i O 0.8 u_I-9-18 e l',/.1,1., r \ r t1.E 2.4 1.7 1.6 2.1 2.6 E �� 719 2. 2.2 JL . _.1 2.6 rn K I )1.0 2-3/8' Tenon Top I _ / 7 9 t 9 ( 1.4 1.4 1.6 1.8 1 S MCA 7 �� \ I1„1 I 0.7 a 0.7a .a C a a W "sr. s __ 1 4 1.2 M I Al I �. • 0.6 . n E in M a Snooth Finish I< - I u 20' Mounting 11 / 411 I,If� • Height >. >, I a a i 11 , ® 1 REVISIONS s" Square ��s ._ ¢:1 .. MP ; _� ,k IC7 / 1 . N 4' x 4' x 7-1/2' 'Y•- / Handhole . I-i COMMISSION `ar 03-012 5' Burial r T� I I Depth DATE 1 I�aIE.PRaJ1tE m ICEONON Ia COST. 'y Ka a a I u, Shakespeare �C��ar, J PC Fiberglass Pole �1 - SIN. Aii.7 #BR25-00-S5-BG25 "VA. o _ WV P-0'1,11,,,1E SI a �KE a >u,• Q • PH❑T❑METRIC PLAN SHEET • SCALE: 1:10 FX_I DRAWN BY ENE BUCHANAN P.E. CONSULTER,ll&I© NW 1st Avenue ELECTRICAL MECHANICAL PLUMBING ENGINEERING /� 1001 E. SAMPLE RD. SUITE # 1W y,0v POMPANO BEACH, Fl 33064 `(� Tel.: 95,1.941.4800 FAX::954.941.4877 `,`��/A\ EMAIL: MEPENCINEERS®AOL.COM "� / RAJA BUCHANAN FL. P.E.#48916 9-tg-st r - e"uw 11990 uiRAOWVauxaes -- ----- -- --__- —_ O, 2 BI iceaMa�IOr� PLANT LIST •.xaLerr.aa 59 Old AL 1rwc1. `n' q 1�Y OTT PLANT AND 5 EcwcAT10N /\ I I c- ATG SCIl0O1 • s-.oumaaaamrl 'TREES X �"� y �� y Square 11 fiat er YH gmea 'b .�uA neat MIN. o¢ c N'-a- raewleriTaa •car le.aa a■orc rota H CD 2 r�-+•--il-+-•.mvwrlfolY(Pigeon Paw/ itA. GRANT sf®rot , • .pwerac asrof�mi Q'ht.IV Apr,full canopy .-. K LILA if ant trava.A me sot.a N eE 4 eorocrpu.as*erica,./Saivr BaaLonwod) _-- �—`- j1. 15.00' —I. �I..�.xw�•jj1I sot sera rot atmp ores 7 _ _ ORE THORNBROUGH shots o c Rat sr-.?;ilaiU Q'h.,6'six.Rdi canopy,6'o.. rl<ig�7.;\\ ''X -.�. �� ENTRY EXIT / \ - �'� ii It err a aer -ter ru Na.r rsoma.ree PR2 2 Phoenix coebalsill Cryg.y Data Pala) ��\ 5.-0. ,.��\:�.V\ a_ •.&.1 .u vw� AND ASSOCIATES g� .Gli:�'�l�Q/L►:EGG:�►��y ��c' 'cam =(/� �e eat...Ara. 4, macs Sara ass was 5'mote/sat Babb / L• �Ljl-- ori euwxr. �a>asfaaa PE 2 p4 hoyasea sedge./Solitaire PAN) t t/ • V 4 `c_ J, n.una+..o.T...u.Oca.L-TO a•ul_ t4- OA ht..heavy F H Ov 2 Ciaroa vprgwau(Lie Oats/ l J AU I Got I woscaFE ARCHITECTS Q'Not.i'Apr.AA I \ i / 0 1 laO LAND PLANNERS !s € Reif / �fl floss-sore a naN era.Neat» 1 �— ------------------TV / Pit3:mrara.stem Aver.. gs- }ttr>,r • .. o.m¢sMata I I swayseai>1,.33N. ors,' • .k ass l•.cTY ITT OTT PLAIT AND SPECIFICATION / G 1 \ / (saI)not-5o5a �, •1"....*::: UM t-ere s.s I1\ n.� 5N2rB5,GlZatal7(4v6-LS AND ACCENTS ! 1/,[ r t/ j+(Il' I ii/' Fax(sat)Vs-am t>'i (< t W4........ rr VIVO.,••••• iLK Ali 40 r�a�p Annuals Mar 5Mao& i /� s I 1 SKNG 31G}iT 11 ��1 s , A\ awewmx axe 4•pot!7•apr.AA.Q'oc t it4 / TRIANGLE TRIANGLE LL _ .'�. c / i : 0II c`•t••••a ALL Q Allaeasda Aohotti(bush ra,Wanda) , �• I..1 f";'` 1 I In.QM le'hi.,20•Apr.MU ` Gg1.1' E 1 e iot• 1J"a I r:M+Y�l U S j a N eroaa wn ra N C4SR 25 Chysobatanra{caw(C000plue aF l rsaraa C 24'1e.24' m9790 Ar0 arruas ORA&-r.Ve COO 25 Godless.va�iegaua Croto& EXIST.OAKS V - n vs ( ,....7. 20'ht..30'apt.full. tety Far LA - - ' Ll =9 8 COR 2 Cordylite tererbwUa(H.aallaa TI PINS) 1L/ 1 ,- 3 3-4'ht., .woad varieties Far LA. f OV T ((ILIP U_ 5 , O O e GRI 5 CrIroo a.taGoat Miami LIN) ..- Irk (.�� I 1_ �i/�` 1---"" -- I 36',tL 36'Apr,full 4'oc i >►. O1)0 0 GA.R 2 Gardenia aug.sta 19ad S,praa'(Gardenlal / f Wi m Wink I :,r�i, t AMA..„, NrrY[rw+ 3'rx.3'sprat MI / i^l tl `A •p �Qr rID {y �c'm am AWN1'MARA. a H tun to pet �.t ratty L 2'acv I 1 ( � r� / '-�rjA ` ' X C :kr ,c UJc 32 Ilex vaeitort4'Stokes Darr(II.x) t 10 IC Cr 009 AA 1 A I 1 \illW �� %V II 1 /I l `% Z qq ^R"� 19-09 a W 1'n,u•Apr,toil lir c.c. �\ V? i 1 Y)!, 1 r..a dti n-Aur.+a oeT..- N LAN 38 Lare.rt.a(Tallow t.ansrul . G11 ► •I 0 1 A{ I O 6Ta.IV'spa.la'oa.fAI I' ,`w YV"'-far-oi�-TO' ► _ `rt^S � H NlEP b•t mrahe/Sword Farm --t- a �✓�,-4r a.Ir,/, . 7;F -, 4)P. a ! l` �? i a W,... • y, .d'll/ no,w.wc . 13.. pio, I� , v113 53 VIb rna fur, (9arcNriaa,ribtaraal y'r/�iV�____ '.0Gg..,` \/`/.ti v'% �e4 or� ' ewraweaoem xa 24•f�20'Apr,roll.7 oe ,I, i `OW„.` \ 'rl air am'�44 AIL` EXIST.OAKS Ararat e.9n..VIM a.c•usa..c /.' /i .:� `/ ♦ // -f >� aow.oawu. H D810TFSNATNE515 �� ! r�/J,�L I�J� � �i�?'S�G�ffi�Ii\' , ,/ CAMm.A 901 f ,, t I Y asa®epa , w.axa w.a�ir�s,u EXIST. y'� ID •,�••Q •` ��i �, ' l J ; g z p1,11. K VA a am.039 i ram` _ .1 ?i,'ic1.s:' a.su 1.n ramea< GUCOPLtP'I IiEC2GE All I Et `` y.v ro an aria+ro 3.00. �� 1 li air' r Q' 'tf G`�af r 1 Y 1 I �a,A,_ meat aawu xa.mc < se epic C030.001139L arc. Ni Nile r4�I t`L i,AI / B=1 /t ♦I I R...Geis-maA9909up• NOTES - ---- a' 3 ,/f�/ ` ' a QJ awn I L : M pie!eWaelbbeF ,da1abetter. i 1,11 It 1 fa -€ i Sod to be A Fixated,ariraaor to detaabe gaeag - I ,� i I� I /,� ,A 1 U W A E E _ ��tar scans lit wReage Ito eats• M9ftl=system ` 1 I� I 4 V I c `� • Cataa for respoebie for all cacfitias ad tedreapc sped"ra1BR ettacted to this EXIST. : i -mn oat waste. PIN LL elm aid rpetlfiutias rip be atcidced Gaslraci Qasatsots. AL!](gµpER it [AlT`CA van ao:m teldl Agnates!feTitmsr to be appaed accadrg to tPe alias PALMS / 7`�,1 I I < SPECIFICATIONS G�' I 23 1 amass a`r� ItT C.ARi'*v-.W pant aatarW used sat be ate to aim ad a¢eamiawly t 14 I nj AikIII /Ic afth Ms Amide Nnew&t radas rd SWdrds.ad>Mll be flatdt Gads l«boric. `• `�/,� 1.4 Phis aNdtd'l rot most TedficatiaofMIadbea Idol . -,...--•- l I d� .a---• - i REVISIONS n..rrna OM-9-ur.m.m.+a RJR(l515 OWAie,sdel eel locals d plots atl be deadred log pile awl 1tK . T I t �'Zl 7 Q1`'-'' . ``� (�i 1 ddN shill pia pnsdailst codeine'aDe.Speclg Se dashed tad i � �t I ' 'i� �� .' ' /� I M\COCOPLU�l�•ii,E 9/23/03 piart iah Datums Wan at lets w to be mad es m I / (opasble fa eeiiclrn acted Wed for co t ` 1 I i �X / 1 [11 . bawler to the Mecba a ter trdicapeA:dited, � + ✓,9b5ttiII101VS Ilo eballalaf E 4 tTs amaFlled alh7la cnasent d t.dicpe ArdHr1. VA ! as = T k A•, _ `\ .tagrsdederasrariarttr�bpdaaNadatlebid •, r i ._t eI.--..._.� '_ .ff�*71i mar 1 ��,'S:4''rrr.7 vat f r�-R � i;�..�:r•�s 'i')I 1 COMMISSION PUMtGSdL- gal ---1�i 1 ��, •.♦..,<.Ii -Ifl— _ •r4♦%'tLi�ia.' VT T�Mbe •s arat�y v` `�� ;/�1 1 Lr3NDS('-APE GALLS Tress ad l.,Nab.np Wlpeadcisiarda' f5debrisd 6os seal/reignpal V� '�--- �ci .0- I/.!I%I %r .0OSr'�-•t_ �•�' 1 03-012 re botbapd root bxaTvdtad aataga Mei be p led in beds aaha snit a 4•a topsoa �"f �a� ,A\`G� i �•�•.,� •/r Q�t� ' \ \ �r sorkni No Yes I'd soot A I 1 � - \\\�\ 1"�I 1 DALE A TOTAL LOT ANZ£A 3d99 60.F'L top 1) �� f$tR®i:Pao ad Tropical aatres at�-Ql a Dose egsl alai be*Oat after ptrebg (, sop / G 9TFa1GTl�'c PARKING,YYY.IOLLAT4 OR1vE9.ETC. 6330 50.Ff. rd b�� e � fatal t lr I _ . .j sorer.lwTroe ,l C. TOTAL PERvICUS LOT AREA C.(A-e 3.66e SQ.FT- FILM All trees fell be aided Oa13•d asp 0 0.1 Madded melt h a 3 foot die Girth dot Ohbs 1 1 �` K ft fit i / 7/14/03 ad heft Yel be mined aRh3'of wed drndiW Wet 1s beds shay COain _ D. AREA CF arMiAB AND lR7lO COVER REWIRED D•(C x 30/ 110o SOFT. g 'ate aFpr plotV' Mr naranrgrt 1 / 1>ea 3'aide for Mich staid be(dada a slew aMefse , ) w coevrcltor / E AMA CF f NRASs AND waaINDCD.EM FRONDED Doi SO.FT. ��°` �r ri1 , /I�A' q 'a0 d PURIM PROCEDRE Al >isti be at sal WM at Midi sere oat F. NAME trEaa:rA2toH REWIRED F.(D x ssl 2a sot FL pie I O ' ) -U o 4 HATivE VEGETATION PR7oV0p ass SO.FL a&t as sYh(e t64 goer that ay ants awl hays vestal fa be paled a sh�l W,,rk�o,.,rteY a otfR my ken o Gbt'Jtt s Palatial f'� I SOD ` ./'1 >/�`- Z a1 TOTAL PAVED VE1.0.4R USE AREA 3a3a SO.Ff Sped.Wer4ralggaminbaba Ssbal�Pis are b be pplleateddry b sand{Taewowatwegotwa ' ; i __-__I-'f't1 - L TOTAL NTEWOR LANDSCAPE SEA REWIRED 1-rH X kw 340 SO.FL Oro*at rat fie Wary sdgede b adishbed sae aad badd8 reth planing toe. L� v/l tl MATEi3t's Al plat aalaid Oat be stland it Waaglij a tar Wallahs so es to roues al ai polar. I I Ko se I „ a U Z J. TOTAL N1ERlOR LANDSCAPE AREA PRW1DED 3463 SO.Fr. 516 SIICdI sat be eita'ad ermg da4 for a seem ono seek period ad tardier s0 as Lc, j I Q SHEET f; K TOTAL INTERIOR SHADE TREES REWIRED K.(I r ES SFl 3 TICS Seep miket%J.,,past Dot final&mph.'of the Irdoc xs 4kaletiat C.odraCa dal rolls wiS „ J L. TOTAL NIERIOR SHADE TREES PROVIDED 3 TRai£S. of chi uatA Sermats efts ierltlel>ar i 'f 5.00' KM ALL WARES ri TOTAL LNEAR FEET SURROUNDING PARKING OR 132 LP. GUT}Ss AI trees C a Wier Girl be gyed a Maned to prarlde rppott pall dot the aatatel CD mac rswrnaaxa � �f AREA it'NtotJ*dials as Sue ttragh 4a gamble period i'Mlvdatad itbe toll do ao U)lf Y L_ thuadbapei dotlootdatare the aptiad tin Cw4rJaodsl rclµestl by DNAMN BY H TOTAL ae•tSeR CF PERa£iER T(Tff6 REWIRED N•M r 301 4 TREES /terlodscpe A teaaevr,GcsYadatint eW be rempowble to all trees rd 1611*9 SCALE: ve.• = 1'0' a TOTAL HZEER OF F10 ETER Tfrff6 PROVIDED 4 TREES atraicit he thrmat st l sslerantee period P_ TOTAL WEER CF TREES TO CC SA.vED OF 311E I TREES SOR Sad inl be densq great ad at nodal,ad ha d ddara,aaede doled...te Cr4N +• gasses. �AMENes. Oat TOTAL AMEN CF H..TIVE TREES RECMURED O-rK•N., 5 x 0 4 TREES dsewe, bead.A C01 Mte G46 ftnAt s dot be spread at a rate of 5 loot.pa 1000 al.ft. a 5od steel be sacred toa a 4•afla AA areas d to be so ed Oat be raked moats eh R. TOTAL HabER CF NU.TrvE TREES Pla7vaDED a 7REE`. all debris moved prior to hulatiot lying 5. TOTAL HtLER OF TREES ON PLN(PROvIDEO S TREES WARARIM Al pad.etafah Mal be gaaleed fa I yea after dol:Ada n d projod Wit as to be garreeet tar 1 yer.rn+rrtee applies to h3aktl paeAlon rd ens.RepNos.ed �Oc,C\ cot I.A W(aand log Gaeractdr. N W 1st A �,• D u e e \.< . �- - ---- of k� jP C11fd�.r9J- 1�lia..S l f UA FF EL x� � r(`r4`..s� Fey,.. s T 1 F;n+; , I.r"��LHd L.s,., r1�w'�, H a ��. IEGEND: pia �9a ,id x'c' +a 15 � (rn J ° = �E tc n I r a$f �, 23.69 PROPERTY LIMITS �r -1 c{w+ l{ �r�fr�E. :JF 4)a ,ti`•,i. P S2' • Eli' iEu-WAIL I �4tV,f�{1�i' Ct s..I�.� � � 07 L -�AS NEEDED-�� SECTION()ENVIER N Br o1HERs + alt"uA,��",. r r ,4 n aPrr,l't" r MST EL VARIES U r 1 EXIST EL VARIES PLAN PAGE DETAL PACE �42.4 rn �° 1 g1,y 0),A I1 02.4 ',`I�' Is ). •20-220 •21141.6 f 1r( QA.r Qp�i ,� txs Y64 ;� NV, . 3'WOE 1` ® PROPOSED ELEVATION # e y ur ti i.4^T-��r7 piliv1,YI � • F(j("4 ft C EK151 HYDRANT CONE SIDE PSI V` j(•J rf{, ,A;4,-.4.),J Jf pAS f i fir:,Y 1',7 f f— CO4C.SIDEWALK DIRECTION OF FLOW r.a d ti •x-'l{' 4f;A4"r tr �F 7 ' . EE SIDE YARD SECTION ® EXISiNG ELEVATION 2 awe 2> .s r� pyw•v�1• ,'t$, Cg pp N.1.5. ,. 'M'+,x, 11'1 Ea I: z a>`N f'"A„ 'l p r Y r.. H @ DENOTES AREA CO PROPOSED ASPHALT llfp O•A•,lcx ItuN C.,C ci. R:Vt A w ddSir :.' PARKING AND ADDITMiON$,OF PAVEUENi REMOVAL k H a' . DENOTES AREA OF PROPOSED BRICE n LOCATION MAP a;n PAVERS.SCC SHEET 2 FOR DETAIL$ N.T.S. PROPOSER DRAINAGE INLET g< � (NYLOPLAST TARO DRAIN OR (-BOX AS IDENTIFIED ON PLAN) pkkp� H HOPE HIGH-DENSITY POLYETHYLENE xE S • E MN. •DENOTES 12`PERE HOPE PIPE IN i+-LT E ;7 ,,E� ,+2 k II A'WOE x 3'DEEP ROCK TRENCH r ^• 1 e [D •' [[1 STRUCTURE NUMBER • T Associates,incorporated 17.SS Mu ELEVATION " , '.; IS.90 INVERT ELEVATION I u�,� L• LENGTH OF TRENCH RECTO(FT) D: ® WSTAll NEw ® .g IK1.31 'z CROPERTY UTVc VOLUME TO BE TREATED(AC PV) • 0.T3 O Hr••�, • iB PROPERTY ONE W• TRENCH INUTHIFD 4 Y� Parr-3 POLY-2 e W5TAI� w H• DEPTH TO WATER TABLE a K ' • 1 50 IOIF-HOPE SOR HOPE PEPF O O.o% 1I20 IRAGAiI N DV. NON-SATURATED TRENCH DEPTH(FT) • 3 H•1 e 2> 1 52.00(P)132 25'(M) „^ HOPE O HETER TB PPz Ds• SATURATED TRENCH DEPTH(FT) • 0 G 00oT �'•m OM F'iiiili//iJ/�Y/ �7I adriM/iiii�ii/i�/ii�iidnrard z`.;.— ' uaw OR K HYDRAULIC (L •Fs HEAD) • 000312 �+ K• . 11Y 0 NOTE: CONTRACTOR TO z.o. ° B �Hriwl . A.T>i! .I t 1.L .TIP.,.:,'' " '•S'm9 ./ 'r FiF"' If W V W W FIELD VERIFY EXACT x�// d ` u. f» t � _, � el r-. 2`a I'A' —1'-r /Til V u.n FEET id U LOCATION, SIZE., AND y'I++ f L` ' DEPTH OF EXISTING Z V P<T'P A R C 1IHw•zHwat•21W)•(t.s9K t9lwou PROPOSED ADD'11. 't l 0 O E.Q UTILITIES AT TIME OF FF EL=23.69 `�vl+ . •(WATCH EXISTING) M •r:� W CONSTRUCTION. W19 . p 1�io o E IST SEWER CO z 7z-- g e� q " yq� ' �yy�y�+ �e W rYyy I/I {: E IST WATER C•UA,� ..f1"•W °C.. •.�i'.ta;4 �xyy z,J �- •— OSK �' 1�1 n.'4�• JO �k'{ N7CR ._ .. W • '' • _ 441 1T •�' . 1 53 I TYPG'D I f. J bl '• V Q 7� Yild EXIST.BLOC. - __ NRB •'t L. • NIA "Z i77 W Lulu F ® '' �- '-r^^'y I FF EL=23.09' wt i„ I ,, %(7HDu0u1•kDy•(t.19Kf0')w0u a ,4 .•I A , {j ^ 4 '.. m �J nl 3A -I!__' �: 1 Q +� x ..�'�. :I am. �p v'LF.',.'fi 01 o r EE. `x,0 1, O�X , �E STOP B1R L: j TCMHIOPELN.fa 7e—► S.r a j 7 SAw-CUT,ri^ i c' .. T.•_ 1 IN00 0 1 ^-* vo•MERTABLE ' •N H k P.EUOVE //71ii l'� ,) 1Y 16E fl.•1173 !n DPoVEWAT1' _ J-Sb`51EPSJI .'-"" �1.:1 0 �- • J.00 Act.wxneu 1 �� s- • PROPOSED ADD'N. I{K '� c am•1e 12 NNM ra YMf FF EL E 23.69• 1H T CaIeEw00K ,„ On.of•Nwh1 at. E< 1,: (LIATCH EXISTING) 1rypp 7 E%ISi 2' TRBb190TiW(i•16.i1 ► ••a Pp N�'! VALLEY CURT I I H as [Q )q)q e'10 o x'aR .!"'" ' '.1 1 Z ti a / =t 4-a� I :i d d c o ri��. �Ews1� Y LLI1 ypy,,Oq{. ,y g! i C I• 29 `1 I = — _ --�_- __ I45T # °�NF?N14PN�0. x p3j$l ?M/ F` E ` _.• — . ._ _ _ 1R YEt15kJHSft¢•OP 1�dE Ll P,Y i.xi f., g p NEW RESOENTIAL '�, — A 0 KnH.,plaemaxnr320)Ox77.pwMLD3l•pLanp.000001 • L1� 111.........AND IRRIGATION -132.00'(P)131,75(M) % (� E ANCKP MIN PP2 .•► kai '•;•.,k�fSi'WAI..,,. e C 0 O BACKfIOW OENCE • 1a© Snyl 1 _ C0SHb by .I.j o u R I W � N CALL 18 HOURS BEFORE YOU DIG. EXIST WI VARIESDRAWN: 2 A $'LONG. e— FF L DRAINAGE CALCULATIONS IT'S THE LAW B.A.B. sOEWUE I °L7 I= 3.69 1-800-432-4770 REQUIRED RETENTION VOWEL_ NOTE: ALL WATER METER EXISTING INLET CHECKED: I •XL 221�5 DELRAY REWIREUENT•3TR/1HR STOMA•3.2' SIZES TO BE DETERMINED I SUNSHINE STATE ONE CALL Di PLMIDA INC- J.A.P. L PARCEL SIZE: 75'•132'•9.900 SF,•>0.23 ACRES BY CITY OF DELRAY BEACH THEREFORE.STORAGE WLVUC REQUIRED•0.23 x].2-pT]Af-lµ ' S4j J•WOE 1` [K157 HYDRANT UTILITY DEPARTMENT / SCALE: 1" 10' DATE: THICK 3000 PSI PROVIDED RFiFN710N V01 UMF• 'Q 1 10 06/10/03 Y CONE.SIDEWALK EXFILTRATION TRENCH•0.7E AC-IN E 3 2�� (SEE EXFLTRARON TRENCH CALCULATIONS-THIS SHEET) lL S JOB N0. FRONT YARD SECTION ' o3oz7-ENc N.T.S. �_r'F� �] 7 n n7 O AI tool•r rxvAmuu mown•rc. sp1 2 L U U e7 MS MAIM l er unacom i mo 0"io norue,a.'' 10BSIIEETN. awm°w•L0+raw OcAAW[xo,•S AIN r,c 1 or 3 i I • ■ 1... • ram PAVING,GRADING AND DRAINAGE NOTES 6 16 n.S0 pu01. 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LK Il.•M K ai WAN WWI ISM MOK•N b at S 1--1a.750-� SOS Y[Dbpda I.KKxi Y.NWALL K uPq Id PM °nG,LARD @Ind M daPII P M S5 - O PPE PAPP.PAPICN, SN.P.IIAASE WALL IL N Mau G DI,tea DRAWS ��..!l��I--- MO eeu Ml e[[aNri1W Ip lLinvc LHu[u,AP C NYIOPLAST f B• •Ps a OK.Knf Kda[udR a Au[PCM USABLE'. I.WAn1Y:NnIN14S SIDL CWraW eNC aaM1 AS DO11 I,MPi10 i-lm.OIL p _p I GRATES/COVERS PI Al SIM N rIDLUL KOtld PART II,WARNTT a 10 ASN ASP PAP)0-50-05. Or MDG 3.111.....oao01IP S w a[M•GAIo MS.II OS IMI K x0W41NMnN W M MPS a a MOW AM NAPES.N M Sat. /[p�, jIMJAe1 PMR xAP x-b KAw Dtt Mnxt pLWTY 11 n1's KCWuaAnMS GDNaW[R04 2.YAIFAAL POP wON U W1 14 fCRO alaA x,i x-2MS IGn Wn Mpxc 1.PANT:CAMP ARE ILHNI a pTO al a. p PCu MY.II K[dtlNCtln N • bACr SIyxOM Mu N�iu1hN Y. 14 IN1 x 0 YN@uu w'R.MC (Ag111[S'.IN4 RLIE w11 A HALL PANT. E*IILW O.,' PCOWMa KCnG ISO a M FLOP.Warp.a tt S -'[04WY Rat .PPP.ORA AREA•1147 SD N NMrmx 1 n MAK.v[ownGi rG ISMS MD P.v. ,a A. so.so-m 1 1' FONT USpxCS FC Nw93p NM A NAIX FAXS.MPROA KIWI.51.00 IBS K•1 I°W.w,t.0 0 P'�IP 0.RIE "tAMP...tSS %AND So. k O 0A. DEK0.rAa0M 0W KO. 18" STANDARD GRATE COVER TB' DROP IN GRATE COVER - • aMt OP.MITT Poo MILKS IRAIM A CAME/COVER 'a 'ARAM, a MOP.I,MPlra I-1M AC a*WTED OKAYS DILL a .-• T.S. ^ I^xaNl SA.s l a N ACGDMa NO COON NS a M[ \ _ �__ Paw OaMW,r Or PPYd„nO1 K. .Y[arl'Anw1 �l IG ROAD Mm 00.01 cgrsmena.PRP PPP P.OxNO Sl4y bNWPw1i W WOai ,R xM.nR SO io ei oxo OY D S GP2:IO•u hwl K MIS,MRCRIO Rr1 ALMA.NM g44` S.D. R CNi A N qm a REMORA.lh AA M! plIST 1 9MOr°Crr1MIX0G OF I Aq.Or[OAK SI nAl. F `. MOPE 1'A 11' M[ I Ml N11 SWAM P. WIA WM If PA. ap AS't000 n'I I OVA PAS. PO 117.I.0[R D ii XAxO[M 0•In'h01 3'RAAe AREA Y' ,op S-,' u.�/WIORr IS' 2.' ��,,, f)QT[; It MTO A 9101•10.0 1211 R.[l. A[l. MKVI mat IM.) I SLwr.[M py YtnpD a rAK1d1.4R w4L K U.too Axr if fur I A GnDN d[dS1mKnG NOE 000K0 I.g11 1. Ma WAI W'ul Sr N AKOIOURi+w Kcpa 200 a - f T 1'-0' C•f• u.F.raKGr S.' K' M haDA WAR W.a n41aau1M VMS. .. 290 ACA. ACT. I dell�aJ1 f• i:1:f::%. u Cdx[crtD m MOO oAuvW 1. "IMO.rat PDAO uO sMN[0110.nG.Man 16L-_,�.itli R:.�C @mod P.CWi ww N 06-20 COA9N41 MOPE or,PRAD D,r w4 M ID Al l AI N A RATE.IOwORr Goo‘"Moo POPI.Kr LESS OP 0 SD MLLMS KR SO.DSO U.S d IDOL al.rJ MHvtvT 11'�® WUCIKNI IAK SdAkttlditSKIMOa'diCdMxA 9n1 I.y5.3 CADDIS 1[n TYPICAL PARKING SPACES DETAIL•RT 4.2 A»IIDtINLRr rs PAVEMENT JOINT DETAIL RT 7.1 ). nOG COOT WwlK N AWN..Kw ore.X0a U.Si./aµPY dAR M111 ¢IUN1A DbMMxT a IMO.C.MI ST CH.P • 0 m raK4 eAwpL NIA �, I rP CO PP. oD.,..l.,0 rG RAl OM MO.00:@rsnucna.urtDi W -\ ou ru%i GENERAL NOTES ui-i a NPwi1 i n°n a�luc�Nr>G s 1- I-1Pv.A'111-l o Q `` KaalNdls. I. cM1M a IA.ro a s APPPD D. s iu'fa:Ma pRKANM KrwDl (�! 00'-1 I r.ruT II-,.-p. 010 P.PROICI AIL T T o o N APO 1 Mf-I Am,4M[aNRtrt wr.a COL.Ywu TA N ¢. o CwKv".u1W1A"D DROP'CG"snyc11do1'. 1 w,a'n K i 121 a M MOKA COP.. 1 0 o SaRCaq MS FORMB D DUR ,0 T MdW'ivAI�aPp6 PIM 0.1.1c sl�4 T Md EP Mtp,Nlsi Or E•,II, " N w NOW.0010[IIII IA.s1Mcn011.Al NO W e e �. oo I �� "0 KNfNo•N ON ME auap �-s `_ MACCC«NM I.TO K a NN. DOUR.MOPE NN I. ,R�MO DGNi dOe,CS Q Fti Q !I - oo wM nn nuq.Mi ursa11M'EvrM�O xa°WO1ti g90Y0aNMxM I. M[A 4M COPS.WIAa COPSE PWiKN EA1 A Q HL fa IAII MRM4 M4l K IGC@ .OEM PANUMA Sal.K. a NM K@M 30 a M hONn.arMllar I • N Si°CII'"RO,0bi"Cuw'Ar IL WPC SOO.WALL K rd ql. I[OSP AS 0.0.1 OK NCm N nNW UPS. ffM SPORnsd ST..M SPIC.Anrdi/M ROADA Z.� 0 T- t„l i4 d 1 ASm4M @xC I. MnACIG K.It M.S.Id M Mimeo or PoorM nroxoc.vacs,ADMIN. O p t-IW No- ( .IHdKII I In'1, Was[MAu K ASV.co ME DMUS W p7 TYPE•e TYPE•E• PI 1i100 M:a 7 Au MIK,amERdaRO MISS wells d PP Plan a.wcJ. ,-.1 PLAN SECTION G M PPP.MT.Pw1"1 ON 1P PPP AM PR '(,'(� b. IS 4GrNNa I.-OaN,t ILLL 1. vE DR 111.K alp adds CPT AM Ida xor 0.1 ACT.L0000 In 9niASP SAT,.Dd As Pip SINS PIO PPS W r4 k" 1' a 1a r.il.YAT K uKJ N aV AM AT DSO a[AM NPANC IOUMd ANp TALL Kat Ail Ofiitt COPNn[S FOR P.K COPM[TILT ROM.A w KIT CPI.M tr. t[I G IGER KU p 11'WC OnArinc �tAR uNwxO[MO A paM n MN uKi rNd w CdsnanOx. [A:1a'i W4Lq'A 2.Rr 1 W"A"O°pm a I lal�� O W E Ir.• CMd[R CgiM r� G.A I WiO Au KAM KtTOM 2 A0Mlr 00000 IAauW2 COW.IOTA K MVGSM210 aMOODS AND PAY Ma rpn M adGg2Nc a Pad LIPS MOPS PA. WENn4t mIA1 AND Bp..NM OCAS dAw.M V W W41 K u[Cx,.uc4lr F1' rr�INx°ywS k i 2. d.TE1 WALI It W1MlD 4R0 is nu awgDANc MST..N NO AOtlrd4[a, s. Ku0.[Nap a[OxSIRv[nd Mwi K SUM 1W r Au a�" a Q ioo !G N-IO 1O4w0 0CAM"O IS*TAIMd2MO CO.ANY APO TOM NM as aCX.A.wM.am) �T4 W s. Cd1R.C1 Oulu!K R[YMKt TO CaApx.TE AM Pa R0 a M SDK Cl 1 KKK 11�` C 8p5 caslMlucle«M:O Angnpiu cosi roil owln°d'" dt IS i y'gNnAuro rad rp M C.M.D. W W 9:a S ALL 0....IMi ROTA IJ RICO.Y4Yw M OM IL I 1.KUM1IRA.MKS AM WASP Si.K N E' . a w41 A[ti.i'xOVO.w11 xPCt.AI.E 2 ADCORO x:O.SM. nuOM0 IP ROPIPICAIMA .pMP 2' 66G PAVEMENT REPAIR DETAIL GU 1.1 yawn R a0W DaxAlla,: rKA Is a l.. VOI Np.P NI a M hCAO. W a. i w.,r - INLET GRATE DETAIL FOP ROAD AND OOO cats a.1..PIOTT MKS • 2. Wd oMwNcip'�q'"lvnuw mwa ii IC PO PP G Ana ••J A p4 SECTION •i[[MO4IOGIM DIIP D 11 1` IT 00 D1KKN WA OR Sr TV Mr0w*0n p°l�0.a0000 flww,p Mp[f N'12Ai 010*0vllo[4i w�nR¢n >_'Z1 �W .! N1 r4Y K.COMM MIMIC w11 Dw.aa. K nP[yfi 2pAp. Mild IRON rout IIB Y sA CdnOCrd VALI II M.S.10 K0.NE M01A1 Id, O[rMNMT 11M[41-P-S.-D1. U W •'•'Q -"' Y M¢PAR I I NE M P,4L KUUMI T ITau"N°li.lI[i PAD T PM AND SEPOR ID.aII ND to a M NAP n. P.I[M[ x,u A N.'� fil r,. II Id Nrdcm CdORER hM wAil KV M MO PODIPS d •C. I'0' JH• uN.p Ma0N2 1Sr NLE1A0 *00111` ■■ I Wla00007�K FISAd1mU:IG OYNO M KWMO GP' "1 a a000d1,IM SDAMMO MC00100 Y so. rt' uin J.w%, 2. �E� ADAPTERS ^MWIE Kw0 NM ALL ILW11f)CMOinMi PI.1'Y°l�A.ar CdtnyCBM,PIP WIOx.M CLASS +p ACr R Cr. PAHutM 1Y Dino E- 71 iI It Dpt Y17• 11 p1MCTOR OrPULL t Kr NOMx9BIE 10 OD.MATt AIO MY NSSeOnd DAMN[{ASS 0 MUSS OnPYK MOTE,P M C Ev]i NMI TAN,ID KK WW1 Min.11.S.000 OIL CMG 2 I W ` CJPnal0 Al"0.pg 000 WS°m M MP. 1 CORR. SRDL PPE K.MI IC 00001.E a J 2.ALL like.[Jdds A.Wli 70 K 0..4.70 0/4. ' YCDMs 1b.110 MO N1 d M RPDA RAMS TYPES a I 11. ALL[MdITE V.It A[ro 19.MPS DMRNK S g,l'i•Dt'ariMnGt R[OM[0 M ul SNIUCIMEf"'" :.... COMM 1O i 111 YAANJY ran[0. Ia ROAD AND Id.CdSwuC..MRSt WnG.M MK W n .ID S.RCWRt1N.ION I.AW.Sr. NA1501110NwiM "RICO.,0 0 O 1+AIL I[PIMMM M.D.0 w 4L OR.,a i ADMIEPS TCA: OyyIIRI1L 12 A KM CdinuCMx Mul WAIN AICGOuIa wM M[ 0 ADS N-12 'N ;M 110' MDPWdrs a M lOC4 YIMtt. IS CWIw.TIO Alwwu Me MALL PEI IP KO dOITS a U C INLET DETAIL 111, Kwas sEKR "Ili a DORO GASSOCNc SP.q Kr K K0GS•E ID.00 w D K ¢ V V $CYEOME.0 PK CPA..d 1nu9'05iAnaa NucMJinaC:M«S �y ✓..1 O CPau0AR0 PVC SORtt a M YdAGi d M W[A4 NIX.<dnKiP 1 d Rap AA9 IAOa[ai1RL%Pd,WEST lend. [• 010010 PK MAIL K RES(MP LIP 11MOw°SM[a 10 Ml KRAUS N • R Q 14 ,iiiiiACDMO4HY NM OCC000lOr4 SUM•KAN S. KAPML(ul a M[aRCM a hP0 91u1 K MD nC �. G TYPE I1011 CURB (O.)mamma's NO M wnI Cr a1TEe a M fnMME TO.0 aRTE.a 1C 0ERYRE. illi aREn:iMrwuc. C w S .1I�Ma UN K 1.. wM corm. AND YdauM9Yr YVn K w ACCdOAxa n. CLAMP maw.91N1 KB.10 M[WOxWI MP U) y'' Y tNP COPP a A OeNC4 AND as Wk.a rOMY Ah [Lao uwn SPKMbi MO M[CncAnaR W.It A STATE a hGiM C PO LAB MP L.9A a'' 0 i or TO I DREW SM. KM. .31.dc•S.ACCA MK MR ROAN. 'SP i a Taut Dun Ap L pQ L 10'0'r0I_IiD-pil J I'. P b 7i 18" DRAIN BASIN • EPED 0 ��' g a; FF EL RIYPHANDI C PVARIE$ H.I.S. f. < •323.5(SEE t = 23.69 I 35s• 3a'� w 7,5' 60'PARKING LOT t T.s '�' Si PLAN MEN) (' 7 T1.75-2I.89 2 I ALLEY $t 71.79-7:.19 71.79-$i.70 � w aI wx 0.75R I AND-CUT 1 =%� A15R • ARIAS (! "t SLOPE TO MATCH)I DUtt-OINT EXISTING �_ 'T' p Q CNSi GRADES• EDGE Or EL VARIES ,I W 5 L Q •BE' 511./ PAVEMENT 71.2-71,6 I 71.56-37.16 EL VARE$ i O 21.5-21.0 DRAWN: B.A.B. I PARKING LOT CROSS SECTIONfill NTs PARKING LOT CROSS SECTION J.A.P. O CHECKED: 5 I-I/1'TIPS 5-1 AC.S.C.(ONE LIFT)) Q I-1//'TYPE 5-I A.C.S.C.(ONE VT) 'a. © B'COMPACTED SHELLROCK BASE(PRIMED) 3i/j° 2003 DATE: COMPACT TO 98f.PEP M$H70 T-1B9 ® B'COMPACTED SNELLROCK BASE(RRWED) -P 09/11/03 C 1T'STABIu2EO SUDORAOE,COMPACTED COMPACT TO 98%PER AASHTO 1-I89 1 Q TO 98%PER AASHTO T-180(0BV•50 FPO © 12•STABILIZED SUBGRIDE, 0100.COMPACTED • JOB H0. TO 98f.PER AASHTO T-180(rBV•50 P.I) °to,a°'T t";„,WOO.. `;u w„K,Pap Daort-DEL . tuxN`ul¢.PR`uHrstxn txew"DR„elopioeNP:s'asaLMA1u>°f�ep.°1L SHEET NA. e 2DE3 • • CA1 IRA NU STRENGTH MAN rAMx.Sal Cm ti4::::::..7:$1.1ctill-t..1111:7,1'1.g,,,,'4);,;,%1 stw'i tr t 1"rt I \ 6KEUD wMauT wnf uIM AlrPgi rq ADD n➢x.N sRlNcmEATER TAMO YATERµ C. (4000 ta flQl) ' ��`[` )r ¢ r[I + r JtiBE AUK.r0 A 6-NM[4ARJ ?-. Ji b }J�2 y.1' SL yY[mw.R[SCAlMwBM N,SIAMC L d ^'A1�Y M1 f�1i Ixe ns¢Nm)D Ic rOSR no. iir'tuY P 7,1'1. 4y II"T' nw Jq A4hLatz£Y � r P R,G, ,. H Jka v 1 z r JA t EROSION CONTROL NOTES: $ )� r y��yti7 r,Ty(, �I 1 f ,1iK. i no. 1 }.:v'�41f4,1'Lute tr{Pyr'd A'I�IX fir +. PUIHS IS"T Cr 10 IA(OMDF°�BA°nRATp 10 tMTA x MEASURES INDICARD LLI AIV 5[wuini`avv rgNE Tri u*}Y)�f 1 ,,,( t,1` .W t.1 ' ' q � • , S="' son.uuL SEA wM wa•swr CL QNtt N vRo CT SM.EARS RCpR[S[NrAiVx 6 pROND[D rq Mt GMKNI[Ntt Cr Ir,..c wmDAr luE Y[rgM rtNs a A•TOT e r DEEP M[cMMAnq nK T(sr a ERpQM cMTRa Ert[rnY1xn a Nor re + olr�1 of JrA,3 �t�y`!.1 ,�c'! RINM BAY MRO4 'I ro tt D(rzR [D eY Ab2R[NCF To ra R[pxEzdr EEr rqm GI T[ �[ e FABRIC.AND —Ill. q.mcs AND SPEGFICATONS.BUT BY KITING ME REGULATIONS SET f > ,r-�,}�� .y.UJrf f� (�!(N.R ANCHOR R/:ONPAC)CD EARTH BY ME AJMaRM1 NAMNc RlI15dCTM OKA WATER OUAIJM1 CONTR. L ` jCR[ fi1�'F •1ItgA'-'^S jl k ((S FY t' Bc32 eAMAIL MATERIAL AND OMER SE➢WENTANN RESTRICTION PEMMaENTS N M[KOM Y 1 I,I.M[NdGIt a A 031 rt4tt WALL N013 to INCHES(w MI 2. APPROVED 1RO1M ANo S0DYGRr CONTROL Y.a1RCS WALL K NSTAL12D 4 "DGX �"�' 1 _.S,tA�m� P'U 3 1H[rN1fR!AMC 9uu BE MCNASCD N F CMbudiz RCu fu1 TO ME ONGM V T Ni0 5�,y�hCN Oslo TO ANY REARING 3000? [YGANArM ALLMG,q OTHER LAND , 1, ,� ''�1ri-14,ram o. lri Cr Mr BARRON TO AYGO M[Vtt a ATxn 4 DISTURBANCE ACTIMTI(S MEM THOSE OPERANO.NEMO 10 INSTµ1 2.rows SHALL&PACED A Yu uu4 Cr 10 rtn Il Y)AIAR)AT me SANER LOCA➢M SU.MEASURES ANo DN KR SECwnr�NIo R E' A MRAuw Cr 11 NMts(so Cm).Irnl.nA v.y.�'; 'I+` Y �J { �{ J hb)f f'�E^,� EOM 1 wvEc)IM a All EROSION CONTROL MEASURES s u B cad crzo tx r, JS f Bw A4sFA �.N•d 4 SDI Y7�y I C i;l' k a ,�r MINOR,IAMC R VSLD YMOUT M[WI SwPgT Fact POST SPACING SHALL x01 q KrzR EACH R.WrALL INERT REPNP,µprOq PEPUC[Y[xi Cr SUM I-�-y.f li4' LRttfC 1 F[Ct(Le Y) Pl.A4 M ITV IOiT YEAStKS SHN1 BE MAD[PROMPT,,AS NEEDED. jINENM L BE nCANAIED APPROuuRT r NMES 00 G)ODE AAA x wCNt2 a MF YCdO rtxt lo Cu)DEEP I1M;m!IAq a POSTS AND wil[P!IRON M eMArtR pi MSi rpK) .- KEEP oust NMM TOLERABLE LMIR BY SpRMNUHG OR 0MG ACttprAd( LOCATION MAP S KILN STANDARD STRENGTH ALTER FAMc IS USED,A IRR[MESH SUPPORT FMCS SHALL r YCANS /. 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