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HPB-11-05-14 AGENDA woe HISTORIC PRESERVATION BOARD '�4r $ Meeting Date: November 5, 2014 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: Commission Chambers, City Hall The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact the City Manager at 243-7010 24 hours prior to the program or activity in order for the City to reasonably accommodate your request.Adaptive listening devices are available for meetings in the Commission Chambers.If a person decides to appeal any decision made by the Site Plan Review and Appearance Board with respect to any matter considered at this meeting or hearing,such persons will need a record of these proceedings,and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made.Such record includes the testimony and evidence upon which the appeal is to be based.The City does not provide or prepare such record.Two or more City Commissioners may be in attendance. I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF AGENDA IV. MINUTES A. October 1, 2014 V. ACTION ITEMS A. Rules and Regulations of the Historic Preservation Board Review of the Rules and Regulations of the Historic Preservation Board; a recommendation will be made to the City Commission on the readoption as revised. B. Certificate of Appropriateness (2014-257) 229 NE 5th Court, Del-Ida Park Historic District Property Owner: Deborah Ginsburg Authorized Agent: GTE Builders Consideration of a Certificate of Appropriateness for an addition, new swimming pool and site improvements on a non-contributing property. VI. REPORTS AND COMMENTS •:• Public Comments ❖ Staff •:• Board Members VII. ADJOURN A y E. A L va,rez6/ Amy E. Alvarez Historic Preservation Planner Posted on: October 29, 2014 AGENDA HISTORIC PRESERVATION BOARD .r ,es Meeting Date: November 5, 2014 Time: 6:00 P.M. Type of Meeting: Regular Meeting Location: Commission Chambers, City Hall ***AGENDA RESULTS*** The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact the City Manager at 243-7010 24 hours prior to the program or activity in order for the City to reasonably accommodate your request.Adaptive listening devices are available for meetings in the Commission Chambers. If a person decides to appeal any decision made by the Site Plan Review and Appearance Board with respect to any matter considered at this meeting or hearing,such persons will need a record of these proceedings,and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made.Such record includes the testimony and evidence upon which the appeal is to be based.The City does not provide or prepare such record.Two or more City Commissioners may be in attendance. I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF AGENDA IV. MINUTES (Approved, 6-0) A. October 1, 2014 V. ACTION ITEMS A. Rules and Regulations of the Historic Preservation Board Review of the Rules and Regulations of the Historic Preservation Board; a recommendation will be made to the City Commission on the readoption as revised. (Motion to approve to the City Commission;Approved, 7-0) B. Certificate of Appropriateness (2014-257) 229 NE 5th Court, Del-Ida Park Historic District Property Owner: Deborah Ginsburg Authorized Agent: GTE Builders Consideration of a Certificate of Appropriateness for an addition, new swimming pool and site improvements on a non-contributing property. (Motion to approve;Approved,7-0) VI. REPORTS AND COMMENTS ❖ Public Comments ❖ Staff ❖ Board Members VII. ADJOURN: ****Meeting adjourned at 7:•30p.m.**** Avvvy E. ALvcLre ' Amy E. Alvarez Historic Preservation Planner Posted on: October 29, 2014 DELL RAYq o w BEACH F All-America City 111 1993 SIGN IN SHEET 2001 Historic Preservation Board November 5, 2014 ADDRESS OR ITEM NO. PRIG '` �. ORGANIZATION FULL NAME l w 440 *I# 4i �frY kM& 44(Y U 943q 161nni-67 IWr IneY 1\E nY (kkkULIL Z ;)ti )- AAvri.:,1az>z-7-_)U Historic PreservatM Board-Voting Sheet IV V.A V.B HPB MEETING HELD: ATTEND Minutes Rules & 229 NE 5th November 5, 2014 Oct. 1, 2014 Regulations Ct. COA Attorney: VOTE to VOTE to VOTE to Janice Rustin Approve Approve to Approve CC 6-0 7-0 .7-0" John Miller P Y Y Y Andrea Sherman P Y Y Y Price Patton P Y Y Y Rhonda Sexton P Y Y Y Ronald Brito A A Y Y 6:08 Angela Budano P Y Y Y Samuel Spear P Y Y Y **with additional conditions added by the Board Adjourned: 7:30p mil`-: -.>,0 �'�` Planning & Zoning Department �� P MEMORANDUM 4r. s TO: Historic Preservation Board Members FROM: Amy E. Alvarez, Historic Preservation Planner DATE: November 5, 2014 RE: HPB Rules and Regulations Every two years the Rules and Regulations of the Historic Preservation Board are to be reviewed and adopted by the City Commission via recommendation by the Board. Attached are the current Rules and Regulations with updates to reflect current procedures, as previously discussed at the HPB meeting of October 15, 2014. The outline below highlights the suggested revisions: • Clarification that the Historic Preservation Planner acts as the Board liaison, with duties specified; • Clarification that the Secretary to the Board will conduct all communication to the Board, maintain minutes, maintain votes, inquire about conflicts of interest, etc.; • Specification of the applicable Palm Beach County Code of Ethics Section and Florida Statutes Chapter regarding decisions which will result in "special financial benefits"; and, • Additional applicable "house-keeping" revisions. RECOMMENDATION: Recommend approval to the City Commission. 4 RULES AND REGULATIONS OF THE CITY OF DELRAY BEACH HISTORIC PRESERVATION BOARD ARTICLE I Section 1. Authority. The Historic Preservation Board (hereinafter referred to as the Board) shall be governed by Section 2.2.6 of the Land Development Regulations, of the Code of Ordinances of the City of Delray Beach, and the rules and regulations as set forth herein, when adopted by the Board and approved by the City Commission. Section 2. Composition. The Board is to consist of seven (7) members appointed by the City Commission. Section 3. Organization. (A) The Board shall elect a Chair, Vice-Chair and a 2nd Vice-Chair from among its membership each September. They will serve in this office for one calendar year, but for no more than two (2) consecutive calendar years. The Chair will preside over the Board and will have the right to vote. In the absence of the Chair, the Vice-Chair will preside. In the absence of both,the 2nd Vice-Chair shall preside over the meeting. The Chair shall appoint all committees that may be required. (B) The Historic Preservation Planner shall act as the Board liaison and maintain records of Certificates of Appropriateness and Appeals for a Variance and other official actions.conduct all correspondence of the Board; maintain a file of the minutes of all meetings, > ; maintain records of Certificates of Appropriateness and Appals for a Variance and other official actions. (C) A Board Clerk Secretary shall be provided by the City Manager from among the City staff and shall take and transcribe the minutes of each meeting of the Board, conduct all correspondence of the Board; maintain a file of the minutes of all meetings, indicating therein the substance of the meeting, record attendance, the vote of each member upon each question, or if absent or failing to vote because of a conflict of interest, indicate such fact. Section 4. Absences. A Board member absent at three (3) consecutive regular meetings shall constitute an automatic resignation from the Board by such member. Each board member shall be responsible for notifying the Board Clerk Secretary or the Chair as promptly as possible of any anticipated absence from a Board meeting. In addition to automatic resignation from the Board, a Board member may resign by filing a written statement of resignation with the Chair of the Board. Furthermore, any member may be removed, as provided by the Delray Beach Code of Ordinances. Replacement membership will be made by the City Commission in accordance with the provisions of Section 2.2.1(F) of the Land Development Regulations. ARTICLE II Section 1. Meetings. (A) Meetings shall be divided into three (3) categories: regular, special and workshop. (B) The Board shall conduct a regular meeting each calendar month. This meeting shall be held in the evening hours (after 5:00 p.m.) on the first and third Wednesday of each month, unless there is no cause to hold such meeting, or that date falls on a holiday as designated by the City of Delray Beach. The Board, by a majority vote of the Board present and voting, may 2 • change the day and time for its regular meeting as long as no Board member would be subject to automatic removal by the change. (C) A special meeting may be called by the Chair or Vice Chair or by petition signed by not less than four members of the Board. A special meeting may be called subject to Lip forty-eight (48)hours notice. (D) Workshop meetings shall be held as needed and may be called by the Chair or Vice-Chair. (E) Public hearings are to be conducted in accordance with all statutory provisions. Public hearings are required by reason of the filing of an appeal for a variance to the City Code or for purposes of determining a historic district or historic site. The public hearing may be held at a regular or special meeting. Section 2. Quorum. A Quorum shall consist of four (4) members of the Board in order to conduct any of the meetings listed in Article II, Section 1. Section 3. Personal Conflict of Interest. Neither members of the Board, the Historic Preservation Planner, Board Clerk Secretary, or a member of the City supportive staff shall appear or represent before the Board a person or persons in any matter pending before the Board. No member of the Board shall hear or vote upon a matter before the Board in which he or she is directly or indirectly affected financially. Which which creates a prohibited conflict of interest pursuant to the Palm Beach County Code of Ethics orf Chapter 112, Florida Statues. Whenever a member of the Board has a personal, private, , If such a matter is before 3 the Board, that member shall disclose said conflict of interest before discussion and vote, shall depart the meeting and shall refrain from voting, and shall file the proper form setting forth such conflict with the Board Clerk Secretary pursuant to the provisions of Chapter 112, Florida Statutes. If the departure of a member is required for this reason and said departure no longer provides for a quorum, then the item before the Board shall be continued and voted upon at the next regular or special meeting. Section 4. Conduct of Meetings. All meetings shall be open to the public. In the event a witness or witnesses are required to give testimony under oath, such oath shall be administered by the Chair,Vice Chair, 2nd Vice Chair or Board Clerk Board Secretary. Section 5. Order of Business. (A) The order of business at regular or special meetings shall be as follows: (a) Roll call (b) review and approval of minutes of previous meeting(s), as printed or changed by deletion or substitution (c) approval of agenda (d) hearing of Certificate(s) of Appropriateness and decision thereon (e) reports of Committees and special reports (f)unfinished business (g) new business (h) adjournment. The Chair may, at his or her discretion, change the order of business. (B) The order of business for public hearings, that are not quasi-judicial hearings, is as follows: (a) Roll call (b) purpose of public hearing (c) comments from the public or witnesses, pro or con (d) close of public hearing (e) comments by members of the Board (f) vote on item before the Board. (C) Certificates of Appropriateness, Variances or other site specific actions taken by the Board will be held in accordance with these rules governing quasi-judicial hearings. 4 The Chair may establish appropriate time limits for all arguments, but such time limits shall be equal for both sides. Witnesses may be called and factual evidence and exhibits may be submitted. Section 6. Requirements. The requirements of Section 11.5.1(J) 2.4.7(A)(6) of the Land Development Regulations shall be met prior to the Board granting a variance from existing ordinances. Requirements for the designation of a historic district or site, shall be met by fulfilling the provisions of Section 4.5.1 of the Land Development Regulations. Public hearings will be held when required by City ordinance. Section 7. Decisions. Voting, at all meetings, shall be by roll call vote. Roll call shall be on a rotating basis. The voting of each member shall be "yes" (in favor of the motion), "no" (opposed to the motion), or "abstain" in the event of a conflict of interest. All matters voted upon by the Board shall pass if a majority of the Board, that is present and voting, votes in favor of the item or action requested. Section 8. Appeals of Decisions. Appeals of decisions of the Board may be made at the appropriate time and in the appropriate manner to the City Commission as set forth in the ordinances of the City of Delray Beach. Section 9. Rules of Procedure. Robert's Rules, latest edition, shall govern all questions of parliamentary procedures not specifically provided for herein. Section 10. Procedures for Quasi-Judicial Hearings. 5 (A) Definitions: Applicant-the owner of record or his or her authorized agent. Citizen Participants - those members of the general public, other than the City, the Applicant, or other Party to the proceeding, who attend a quasi-judicial public hearing for the purpose of being heard on a particular application. Ex Parte - communications, oral or written, between members serving on the board or commission and the public, other than those made on the record at the hearing. Party - the owner of property located within 500 feet of the property that is the subject of the application and who meets the additional requirements set forth in Section(B)(2) below. Quasi-Judicial Proceedings — proceedings where existing policies and regulations are applied to a specific property. Examples are site specific rezonings, conditional use approvals, site plan approvals, waivers and variances, plat approvals, certificates of appropriateness, historic designations, but not land use amendments or amendments to the comprehensive plan and not generally, amendments to the Land Development Regulations. Relevant Evidence — evidence that either strengthens or weakens the application by supporting or disapproving factual assertions related to the application. (B) General Processing for Hearings. (1) File/Inspection. (a) Establishing the File. The Planning and Zoning Department shall establish a project file. All written communications shall be sent to the Planning and Zoning Department. The project file will be maintained in the Planning and Zoning Department. (b) Contents of the File. The project file will contain all written communications that are sent to the Planning and Zoning Department prior to the hearing. The project file will include, but not be limited to, all Staff reports, pertinent sections of the Code of Ordinances, Land Development Regulations, Comprehensive Plan and State Statutes, whichever is applicable. The file will contain resumes of staff or curricula vitae, drawings, documents and all other pertinent documents. (c) Supplementation of the File. The Board cleric Secretary will supplement the project file with all documents submitted at the hearing. (d) File for Inspection. The project file will be made available upon request for public inspection. 6 (e) File Placed into the Record. The Planning and Zoning Staff member making the presentation shall place the project file into the record at the hearing. (2) Party Status. (a) Party Status - Written Requests; Timeframe. In order to obtain status as a Party, the owner of property located within 500 feet of the subject property must make a written request, meeting the requirements of(B)(2)(b) below, which is received by the Planning and Zoning Department three or more business days prior to the hearing. (b) Contents of Request. The written request shall outline the effect of the application on the owner's property. To obtain Party status, the owner must describe the effect of the application on owner's - property that is different from the effect on the public as a whole. The City Attorney's Office will advise as to whether sufficient facts have been alleged to achieve Party status and shall notify the person requesting Party status of the City Attorney's Office opinion as to the adequacy of the request. Ultimate decisions as to Party status shall be made by the City Commission or the Board. The decision to confer Party status at the hearing before the City Commission or a Board shall not be seen as a waiver of the City's right to contest the standing of any Party in court. (3) Time Limits. (a) Staff Time Limits. The City Staff shall have up to 20 10 minutes (including the presentation of witnesses and expert witnesses) to present the city's case. (b) Applicant Time Limits. The Applicant shall have up to 20 10 minutes (including the presentation of witnesses and expert witnesses)to present the Applicants case. (c) Party Time Limits. A Party may have up to 20 10 minutes (including the presentation of witnesses and expert witnesses). (d) Citizen Participants in General. Citizen participants not represented by a representative speaker shall have three (3)minutes to speak. (e) Participants with a Representative. Speakers representing a group of six (6) or more interested citizens in attendance at the meeting shall have six (6) minutes to speak, as long as those being represented identify themselves and yield their time to the representative at the meeting. 7 (f) Representing an Organization. Speakers representing an organization that is comprised of interested citizens shall have six (6) minutes to speak. (g) Extension of Time by the Commission or Board. The Board may, at their discretion, extend the time for presentations. (C) Conduct of the Hearing. (1) Swearing in of Witnesses. All Witnesses, Parties, the Applicant, Citizen Participants and their representatives and City Staff who plan to speak at the hearing shall collectively be sworn at the beginning of the hearing by the Chair, Vice-Chair, 2"d Vice-Chair, or the Board Clerk Secretary. (2) . Disclosure of Ex Parte Communications. The Board shall disclose any ex parte communications and disclose whether any member physically inspected the property. To the extent possible, the Board member shall identify with whom the communication took place, summarize the substance of the communication, and the date of the site visit, if any. The Board members shall give the Board clerk Secretary any written ex parte communications they have received that are not already included in the project file. (3) Presentation of the Case. (a) The City Staff shall present its case. (b) The Applicant shall present its case. (c) Parties may present their case. (d) Citizen participants or their representatives may speak for or against the application. (e) The opportunity to cross-examination will occur after the presentation of a witness, and the manner and the conduct of cross- examination shall be as provided in these rules. (f) The City Staff, the Applicant, and Parties may have two minutes each for rebuttal (g) The Board may ask questions at any time during the proceeding. (h) The Board will commence deliberations and render a decision. (4) Basis of Decision. All decisions shall be based on the evidence presented at the hearing on the case, which shall include the minutes, the entire project file, testimony presented, and other evidence presented. Strict 8 rules of evidence shall not apply, but evidence must be relevant to the issues before the Board. (D) Cross-examination. (1) Persons to be Cross-Examined. The City Staff, the Applicant, Parties, their respective witnesses and Citizen Participants are subject to cross- examination as set forth herein, (2) Cross-Examination Guidelines. (a) Citizen Participants are subject to cross-examination by the Board Chair only. In the event of an absence of the Board Chair, the term Board Chair shall be deemed to include the person authorized to run the meeting in their absence. If the Staff, the Applicant, or Parties desire to have the Board Chair cross examine a Citizen Participant, they shall, whenever possible, present written cross- examination questions to the Board Chair prior to the commencement of the cross-examination. The Board Chair shall first ask the cross-examination questions submitted by Staff, then the Applicant, and finally the Parties based on who submitted a request and became a Party first. The Staff, Applicant, and any Parties' cross-examination through the Board Chair is limited to two (2) minutes per Citizen Participant. (b) Only the City Staff, the Applicant, or a Party may cross-examine non-Citizen Participant witnesses. (c) Cross-examination by City Staff, the Applicant, or a Party shall be limited to two (2) minutes per witness each. (d) The Board is not limited to two (2) minutes and may ask questions of anyone who testifies at any time during the proceedings. (3) Relevancy. All relevant evidence shall be accepted. (4) Scope. The scope of the cross-examination shall be limited to the facts alleged by the person testifying in relation to the application. (5) Good Faith Questions. The cross-examination shall not be designed to merely harass, intimidate, or embarrass the person testifying. (6) Power to Halt Cross Examination. The Board Chair shall determine whether the question and evidence is relevant and the proper scope of cross-examination. In the absence of the Board Chair, the term Board Chair shall be deemed to include the person authorized to run the meeting in their absence. The Board Chair may defer to the City Attorney (or Assistant City Attorney) to determine the relevancy of the question and the 9 evidence and the proper scope of the cross-examination. The person conducting the cross-examination may be stopped from pursuing a line of questioning, if the questioning is on an issue that is not relevant, the scope of proper cross examination is exceeded, or the cross-examination is conducted in a manner that is designed to harass, intimidate, or embarrass the person being cross-examined. If a person conducting the cross- examination continues to pursue improper lines of questioning, the Board Chair may halt the cross-examination. 10 ARTICLE III Section 1. Amendments. These rules and regulations may be amended by a concurring vote of four (4) members of the Board with subsequent approval by the City Commission, provided that the proposed amendment(s) has been presented to the Board at least five (5) working days prior to the voting thereupon. Section 2. Review. These rules shall be reviewed by the Board not less than every two (2) years. Recommendations for proposed amendments shall be made in writing and reviewed for approval or disapproval of the legality, by the City Attorney's office prior to submission to the Board. Section 3. Effective Date. These rules and regulations, and any amendments thereto, shall become effective following their approval by the City Commission. Section 4. Conflict. In the event these rules and regulations, now or in the future, present a conflict with any of the Code of Ordinances of the City of Delray Beach, then those Code of Ordinances, then if effect, shall prevail. These rules and regulations of the City of Delray Beach, Historic Preservation Board were adopted by the Board on the day of , 2014. Chair, Historic Preservation Board Passed and approved by the City Commission in regular session this day of , 2014. ATTEST: CITY OF DELRAY BEACH,FLORIDA By: By: City Clerk Mayor, Cary Glickstein 11 HISTORIC PRESERVATION BOARD MEMORANDUM STAFF REPORT Property Owner: Deborah Ginsburg Authorized Agent: GTE Builders Project Location: 229 NE 5th Court, Del-Ida Park Historic District HPB Meeting Date: November 5, 2014 File: 2014-257 ITEM BEFORE THE BOARD The item before the Board is the consideration of a Certificate of Appropriateness (COA) associated with an addition and site improvements to the property located at 229 NE 5th Court, Del-Ida Park Historic District, pursuant to Land Development Regulations (LDR) Section 2.2.6(D). BACKGROUND & PROJECT DESCRIPTION The subject property consists of Lot 10, Block 9, Del-Ida Park, and contains an 880 square foot, single-family Masonry Vernacular residence constructed in 1958. The structure is classified non- contributing in the Del Ida Park Historic District. The single-family property is located within the RL (Multi-Family Residential, Low Density) zoning district. One previous COA (2006-016) is on file for a change in roof material from asphalt shingles to a mill finish 5-V crimp metal roof. The request was approved by the Board on October 19, 2005. The subject request is for a rear addition consisting of approximately 727 square feet (659 under- air, 68 of covered patio) to accommodate additional living space for the single-family residence. The existing finishes (stucco simulated siding, metal roof) and colors (yellow body, white trim) would be replicated in the addition. A swimming "splash" pool (8' x 16') is proposed to the east of the addition, with a paver deck. The subject COA is now before the Board for consideration. SITE PLAN & DEVELOPMENT STANDARDS Pursuant to LDR Section 2.4.6(H)(5), Prior to approval, a finding must be made that any Certificate of Appropriateness which is to be approved is consistent with Historic Preservation purposes pursuant to Objective A-4 of the Land Use Element of the Comprehensive Plan and specifically with provisions of Section 4.5.1, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. Zoning and Use Review Pursuant to LDR Section 4.3.4(K), Development Standards, single-family residential properties located within the RM zoning district shall be developed according to the requirements of the R-1-A zoning district, as noted in the following chart. 22: 201z r' ...-;!t I•`. ';-iG3[ . .20 4 r--- .- --_—_.— _— I --- -.___... ---_--i • Requirement Existing I Proposed .... _.. . — ------------ ----- ,--------- -------- -,- ---__ - --- -- -- ._---- --..__ (Additions)— Setbacks: Front (South) I 25' 29.2' Side Interior (East) ; 7'-6" 13' 17'-2" Side Interior (West) I 7'-6" i 10.1' I 7'-6" Rear (North) Height ; 35' 1 11'-6" ; 13'-9" STAFF COMMENT: As illustrated above, the proposed improvements meet the Development Standard requirements; the existing conditions will remain with the exception of the rear setback due to the location of the addition. Therefore, positive findings can be made with respect to the subject LDR requirement. It should be noted that as a single-family residence, the addition must maintain the internal connection with the residence and cannot be utilized as a separate unit. Therefore, a note has been made on the electrical plan indicating that there not be a 220v hookup provided in the new kitchenette or "bar area." In order to reinforce the requirement, this has also been added as a condition of approval. Supplemental District Regulations Pursuant to LDR Section 4.6.9(C)(2), Parking Requirements for Residential Uses, two spaces per dwelling unit. Tandem parking may be used provided that in the Single Family(R-1 District) or RL District, no required parking space may be located in a required front or street side setback. STAFF COMMENT: The existing driveway is located on the east side of the property and measures just 20' deep by 8' wide. This area only provides sufficient space for one vehicle, which will back out onto NE 5th Court. Therefore, the parking is non-conforming with respect to the provision of parking for two vehicles outside of the front setback. While not required to provide additional parking area for the single-family residence, the applicant has proposed the addition of a similar parking space on the west side of the property, adjacent to the existing walkway leading to the rear of the property. The - addition of the driveway will decrease the non-conformity with respect to the number of vehicles accommodated to park on-site. However, additional depth (to 23') should be provided for the new space (and perhaps to the existing space, as well) to ensure that the vehicle does not over hang into the sidewalk area and impede pedestrians. Given the above, positive findings to this requirement can be made, subject to the condition that the new driveway depth be revised to accommodate an additional three feet (3'). Pursuant to LDR Section 4.6.15(G)(1), Swimming Pool, Whirlpools, & Spas: Yard Encroachment, swimming pools, the tops of which are no higher than grade level, may extend into the rear, interior or street side setback areas but no closer than ten feet (10) to any property line. STAFF COMMENT: The site plan indicates that the proposed swimming pool, which measures 16' x 8', is located 10' from the side (east) property line, and approximately 30' from the rear (north) property line. Therefore, positive findings can be made. It should be noted that while there is fencing which exists on site, this is not indicated on the site plan. A condition of approval has been added to confirm the existing fence conditions in order to ensure that compliance with the required swimming pool barrier will be achieved. •"t ._ Atli Court.C J", -C'I11-25 -'(::.J cf. DESIGN ELEMENTS ANALYSIS LDR Section 4.5.1 (E) Development Standards: All new development or exterior improvements on individually designated historic properties and/or properties located within historic districts shall, comply with the goals, objectives, and policies of the Comprehensive Plan, the Delray Beach Historic Preservation Design Guidelines, the Secretary of the Interior's Standards for Rehabilitation, and the Development Standards of this Section. Relief from Subsections (1) through (9) below may be granted by seeking a waiver approvable by the Historic Preservation Board, unless otherwise stated. (E)(2)(b)(2), Major and Minor Development: The subject application is considered "Major Development", as it is "the construction, reconstruction, or alteration of twenty-five percent(25%) of the existing floor area of the building." STAFF COMMENT: The proposed project classifies the subject request as "major development" and is reviewed as such below. 4.5.1(E)(3)(b), Buildings, Structures, Appurtenances and Parking: Parking 1. Parking areas shall strive to contribute to the historic nature of the properties/districts in which they are located by use of creative design and landscape elements to buffer parking areas from adjacent historic structures. At a minimum, the following criteria shall be considered: a. Locate parking adjacent to the building or in the rear. b. Screen parking that can be viewed from a public right-of-way with fencing, landscaping, or a combination of the two. c. Utilize existing alleys to provide vehicular access to sites. d. Construct new curb cuts and street side driveways only in areas where they are appropriate or existed historically. - e. Use appropriate materials for driveways. f. Driveway type and design should convey the historic character of the district and the property. STAFF COMMENT: The proposal includes the addition of a single-vehicle driveway to the west side of the property, which mimics the existing driveway located on the east side of the property, adjacent to the sidewalk. The addition of the separate driveway suggests that a duplex exists on the property, as it is not characteristic of a single-family residence; both of these uses are found along NE 5th Court, along with multi-family uses, as well. The provision of a circular driveway or the extension of the existing driveway would likely be more appropriate solutions. However, it appears that the additional driveway does not impede on the existing landscaping in the front yard and would only require relocation of the mailbox, while extension of the existing driveway would require removal and relocation of the existing fence while potentially creating a parking issue. It appears that the proposed driveway is the best solution given the existing conditions both on-site and along the street while also striving to meet the applicable regulations noted above. In an attempt to improve the character at the front of the property, the pavers shall be installed for both driveways, with landscaping to accent the front yard. These suggestions have been added as conditions of approval. 29 ;.I(_ 591 Coat C.:.^.2014-:37 IJtt. Piie�!!;- N v be; 5.205_4. (E)(5) Standards and Guidelines. A historic site, building, structure, improvement, or appurtenance within a historic district shall only be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, and the Delray Beach Historic Preservation Design Guidelines, as amended from time to time. Those applicable Standards are noted below: New additions, exterior alterations, or related new construction shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity of the property and its environment. (Standard#9) New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. (Standard#10) 4.5.1(E)(8) Visual Compatibility Standards. New construction within a designated historic district or on an individually designated property shall be visually compatible. In addition to the Zoning District Regulations, the Historic Preservation Board shall apply the visual compatibility standards provided for in this Section. Visual compatibility for major development shall be determined by utilizing criteria below: (a) Height: The height of proposed buildings or modifications shall be visually compatible in comparison or relation to the height of existing structures and buildings in a historic district for all major and minor development. For major development, visual compatibility shall also be determined through application of the Building Height Plane (BHP). (c) Proportion of Openings (Windows and Doors): The openings of any building within a historic district shall be visually compatible with the openings exemplified by prevailing historic architectural styles of similar buildings within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings shall be visually compatible within the subject historic district. (d) Rhythm of Solids to Voids: The relationship of solids to voids of a building or structure shall be visually compatible with existing historic buildings or structures within the subject historic district for all development, with particular attention paid to the front facades. (g) Relationship of Materials, Texture, and Color: The relationship of materials, texture, and color of the facade of a building and/or hardscaping shall be visually compatible with the predominant materials used in the historic buildings and structures within the subject historic district. (h) Roof Shapes: The roof shape, including type and slope, of a building or structure shall be visually compatible with the roof shape of existing historic buildings or structures within the subject historic district. The roof shape shall be consistent with the architectural style of the building. (I) Architectural Style: All major development shall consist of only one (1) architectural style per structure or property and not introduce elements definitive of another style. • _29`'!.=5:r COun:CO.;2C -2 r .. ; i 5.:.f)l or J:. STAFF COMMENT/ANALYSIS: Overall, the intent of the Standards for Rehabilitation, Guidelines, and Visual Compatibility Standards have generally been met with the proposal. The proposed addition is to the rear of the non-contributing structure, and will be finished the same as the existing structure. The differentiation between the original structure and the new addition will be evident in the additional height, and there is an offset to the west side of the property by approximately 2'-6", in addition to other inherent details with the new construction. Based on the comments provided above, positive findings can be made with respect to LDR Section 4.5.1(E). ALTERNATIVE ACTIONS A. Continue with direction. B. Move approval of the Certificate of Appropriateness (2014-257) for 229 NE 5th Court, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations, the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. C. Move denial of the Certificate of Appropriateness (2014-257) for 229 NE 5th Court, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request does not meet the criteria set forth in the Land Development Regulations, the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. (Motion to be phrased in the affirmative. See above) RECOMMENDATION Move approval of the Certificate of Appropriateness (2014-257) for 229 NE 5th Court, Del-Ida Park Historic District by adopting the findings of fact and law contained in the staff report, and finding that the request and approval thereof meets the criteria set forth in the Land Development Regulations., the Delray Beach Historic Preservation Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1. That adequate and appropriate fencing be installed to provide the required swimming pool barrier, or that, if sufficient fencing exists, that a note be provided on the plans, with photos of the existing fence(s) to be submitted; 2. That the kitchenette/"bar area" in the addition not be wired with a 220v to accommodate a stove or other large appliances; 3. That the new driveway depth be revised to accommodate an additional three feet (3'), with consideration given to the existing driveway, as well; 4. That the same pavers be installed for both driveways; and, 5. That additional landscaping be installed to accent the front yard, which may be approved through the building permit process. Report Prepared by:Amy E. Alvarez, Historic Preservation Planner 229 . .~~ 5~.. .~~~~~. ~ Alt It NA op idz RA ji CT 19 AM IA all ' ` 229 NE Court ' • :;a '+, c ,,, { �' t" ", •E Wit`"' r DWI , p u W• u t?', !` / ,, . �ZTrp �° -1 fll4 i' , al tl '1p,lr , l 'i i `. 9 v r: a ro I 'If • 1. .'41L." r,,, rs�.�?. ..'' N. i.S'R°��W1.� ii' 1� '"p� y y� 'Jil i7.d W tl.' �" }�.�;, •.,+1", . - ti s ✓i' * ' t. ] ., ,yM •a k, pT .a yI♦ 1 M ,+r yr .:-:'.'..] ,: ,yl,� • RaZa ' ` �'t}'t•':r..r ",'• ^Y'"'*?' ' r.. +lai!+ `.. ,� f P of A?4',, ,� F,r(;.,;'t ••. �i {;d�! -:`^�'lr.,• • 1 r, ter• 1 ,:, )044 ;' '' a wa .` '"-t „' ":'•• 1 .,,.,. .�..''-_. 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N • _ I !REAR ADDITION - GENERAL NOTES: 1 TO AN EXISTING RESIDENCE i ,_ NEW REAR ADDITION OR MKS.DEBORAHGINSBURG I CONSTRJCTIO:SHALL FOLLOW'FLORIDA RESIDENTIAL SCILD'INC CODE-200 ED:.45 ADOPTED ET THE ORZIT,'AS APF_ICABLE Ci,ILL THE !^'cNDM.ENTS. 1 - I 2 SU'.LDER S'H.:LL COCRDENI:E ALL THE WORD CF ALL 1HE TRADES. DATE' OW302014 3 SC LDER"SN ILL vERIPT ALL DOENSICNS AND CONDITIONS AT JOS SITE PRIOR TC START4N'G.ANT WORK AND NOT:'.FT ARCHHECT 51 WRITING-IM'IEDIATELT OP ANT DISCREPANCY OR Tow FOLDER SHALL ACCEPT FL1 555FCN5 EI l FOR AN'T'ERRO:S I ,,, �_A151� TO AN EXISTING RESIDENCE • `�� 4 D-NOT SCALEDR.• 5.5 .' ----,-- 5 SlL'MIT NissS1 THREE( ...CPI_ G DR Y.a AS PE IR_D SEcw. J THE5 PLANS,.S DRAIN D NOTE?CO'�LT WITH TN..E::'1-D Y EN/ELOPE CODE, ` CONTRACTOR SHALL FAMILIARIZE HL LF WITH t CO' RN N0 CODE,IN ITS ENTIRELY. ANT-Z..LD N.-0C WIT L Pr v 51 n OF- IS CODE iD-I' Y NOT 5E 101 /- I SPECIFICALLY ADCR_ D ON P-N AND NOTES. I / ( :T.ECALDER 4ESER 5 T RIG TO S.STITU 15-5 WR'C4 THEYEE I O S_ COAL OR SETTER THAN ITEMS SPECIFIED^N T455 PRAJLNG '.OUT ANT PRIOR / l\ _ )•IN. NOT OE. ITEMS 2,RIC I.33-EN S.5.5TI JT..D.rcOJl'�AFFROvA_C!:NE ZU+LD 1 / ` v� / \, CFPIOIAL,WILL SE SUBMITTED TO THE SALDINC-t?PICIAL. FOR: Mrs . Deborah Ginsburg , 1 SOLDER IS RESPONEISLE FOR ADEQUATE BRAC6u OF STRUCTURAL OR NON-STRA-TURAL ME BERS DURIN3 CCJSTR:ICT CR. 5 CASNET SJ=FLIER TO PROVIDE SHOP PRAIi:II.'OS TO THE SAILDER E .-011 AND DOOR SUPPLIER TO PRO1'JE SHE^.?DR-::5C5 TO THE E::ILPER. IO ALL ONDO.:ARO DCOR5 S-IALL SE OS-LIKED AND 0JE_ATNER STRIPPED. II ALL Fixc•GLA55,SUIT C.4...55,AND 51.4A$5 ZLCGIC SHALL w INSTALLED TO UTASTARO TIC'11.51 LIND LOAD. I TRUSS MANL1ACTL'R:R SHALL F1'1S`I:T FOJR(4:COPES OF 5'4OP 041.11 GS AND `4x•= -•"-IVEER:NG CALCULATIONS 5C5ED AND SEALED ST A FLORIDA 5=3151EFED t� nE�-XS 510115EER OR THEIR ROOT TRUSS C-N DE51 FOR APPROVAL I.NO_LUDING-TA COPE O COPS FCR _,..1' ptSl"' ARCHITECT'S REv1EW PRIOR TO FASRCATION. I u4 TRJ:i5E5 TO BE PE5IGNED TO CARRI-LOADS CF ATTIC AFLJS AND MISCELLANEOUS 11111•• s`u= EO.:1:.EDIT.COORDINATE LOG+.'TIO,NS WITH SUiLDER PRIOR TO F:�?RICATICJ AND ( . f- R:DGATE ON TRU35 DRA1Ue`L35. AT: 229 N.E. 5TH COURTw .__-s= O PROVIDE GROUTED CELL AT P.C.' POINT OF EACH GIR^✓ER TRUSS. T1 t'-5` I4 .1-,INTERIOR LO:J 6454.E6.G PARTITIONS TO SE CONSTRUCTED WITH SE_5Rir.Cs CLIPS. " ` TOP ANP EPTTGM EACH STUP.:S PER CODE. D E L RAY BEACH, FLORIDA 33444 -I _o lx I _ 5 ALL CONCRETE WOR<SHALL CONFORM TO=LI i:bGu I&Zvi:SD:C:.b): L'« 15 G:..GRETE SLAPS SHALL HAVE A MIN.1000 PEI COI 1PR=55:✓5 STR.N:G5H AND ALL I - Z-0 I Q' ' 5114,CTURAL CONCRETE SHALL NAVE A MIN 3000 P51�&RE5511E STRENGGT4 - :9111 M,51- 1 CONCRETE COvER O✓ER ELN50RC4N5 SHELL 5E: i-- •5LAZ5 ON vAFC11 BARRER-3i4' i ��!� p �5,�T.� 4EE4115 AND 0014r:5- U¢ F0R`ED CONCRETE BELOW GRADE O }... . �'>,' -I:NFOR 400 CONCRETE BELOW GRADE-A ! _y 13 Tu -I L.,-E5 • IT RE4--CRCINC-STEEL, GRADE 50 451E ! -� LS- .. :a FL4C14G DR:.:NG5 AND SAR LISTS SHALL CO1'.04:TO 1.G1:5 TUN-JAL Cr STANDARD I I. Q L W U I=_E n PRACTICE FOR DETAILING REINFORCED CONCRETE STRJCTL'K5..(AC13:5-05). I 1Ir'' 'r:�QI V Ki-_ DETAILS G CONCRETE R 11140 CEMENT SHALL es A AO -5 4NOE 6ITH rsss'uAL OF I V W -- 57444 JA.rvJ PR:w0TICE FCR REIYORGEG CONCRETE CONSTRJ.^TION'. A5 PUSLISN5ED BT 1 TNE CONCRETE ELN=OIC40 STEEL 6NSTITJTE U`,--55 GTNERIASE INDICATED. AREA CALCULATIONS w x m)-in-S.I. 20.:PECJATE 1ERTICAL AND HORI:ONTGL 5,4014 . SHALL SE PROVIDED TO SAFELY ! N W N W i Hie SUPPORT ALL LOADS DARN:C015TR.CTI04. ! rt; LL No ;= 21 CONCRETE SEA`1 SIZES MAT BE i.NGFEA550(5'1.4Y.11 ,)AS REGT:,FED FOR - u+- Z 1 L-L iN ARG.ITECTURAL DETAILS CR 10 FIT CLOCK CC:.RSING.DROP SOTTCTI 05 TIE BEAMS AS pi! f "z REQUIRED AT WIND.C2-AND DOOR SEAMS(25'154 414 44D 400 .5 SOTTP,IF NEW ADDITION(A/C A c"EA1 659 S..".FT. Q 1-1� NL DROP EXCEEDS 5'. ^^2 j I AREA OF PATIO UNDER ROOF 65 50.FT. - 0 ,'5I 22 DC1:EL COLUMN AND WALL EINFORC_1440 TO FOGTTG LATH SAME SIZE AND N;,T•15ER NEW!ENDER ROOF ARE.; I SO.FT, f" '""�£ A-GOEL5 A5 vERTICAL BARS ABOVE. , -"-"•. 5(4104L CELLS FOR 155.NRT TO ZE GROJTEP SHALL HAVE VERTICAL 44.IC..NM cM ��^-`-,o`` SUFFICIENT TO MAINTAIN A CLEAR WNOESIRJGTED CELL _ EXISTING RESIDENCE 1 SO_FT. 11 E= >�S 23 CLEANOJT CPENN a5 SHALL SE 1ROviDE .M O:a THE EOTTO OP THE GROUTED CELLS ATI EXISTING COv`.RLG PATIO IC."-', 0 FT. _ EACH LIFT OvER 4'.0 NIGH. CLEANCJTS SHALL SE SEALED AFTER CLE4NNO,AND I . EXISTING UNDER ROOF.AREA EEC SG.FT. a 1ro5 ` INSPECTION AND 55EFOE GROCTINC.. Lt. .' v 24 REFFORCLNC- S.I PAIR110 STEEL ALL SE LAPPED 45 AR DIAMETERS :11 C::ERE SPLICED, 1 F1 i�^' 1 TOTAL LNDER ROOF 166E 50.FT. ® 1 10 AN:SHALL SE WIRED TOGETHER.PROVIDE CORNER EAR-5 SAME SIZE AND NalZER.15 , ! P' I 1 14 HDPoZ. SEAM EINFOF IM"a AT EACH FAGS.L:.F 30 5AR D!4415114E:IN. " I...--.9-N STT:LGTURAL WOOD AND TIMBER FR=r dNG SHALL CONFORM TO tHE'TN:HER o off' I"soS1- CO.STRUCTICN M4.' .AS PI:SLISI-.ED ST THE AMERCAN INSTI:TOTE OF TIMBER () (� F:{E:?L NEW ENTRY'SLAB AREA 20 50.FT. I v c14 STRJGTIO:. NEW POOL AND POOL DECK AREA(EY OTNERS) 12E SG FT. 25 ALL"w^OD W COT:ITACT WITH MASONRY.CONCRETE,OR STEEL SHALL BE PRESaE TREATED. FROv,DE AN AFPRO•/E'D MDi5TURE`:AFOR SARR1ER 514145EN THE CONCRETE OR OTHER CEMENTITIOU5 4.<TERIALS AND THE WOOD A5 RECUiED FER A=PEICASLE CODE. 24. BUILDER SHALL SE RESPCi:5:5LE FOR PROVITT,C ADEOJG 0 B11ACLU AND BRIDGING • SED DURING ERECTION CP THE TRUSSES TO PREVENT COLLAPSE OR DAMAGE TO SAME. I ♦nA7��`/O't'�• 21 D IIEI4SIC.SL LL 8ER FOR HEADERS AND COLLINS SHALL SE 50'JIHERN TELLG:I PINE. ARCHITECTS NO2 CR SETTER OR 5/HALL PROVIDE ALLC,JAS_E STRESS VALUES OF COO PSI N 5ENDING FOR 51t54.E 41511500R U5E5.:O PSI IN HC1IZCX.1:L SHEAR AN:.SHALL HAVE A M0DI:LUS O% & ELASTICITY CF 15C0(3-51 OR BETTER AS DETERMINED SY AN APFRO✓E0 L1"8ER GRADING G I PLANNERS AEI:CT'. 2P' S1R:.CTURAL STEEL SH::,LL CO.N'OR1 TO THE A).SO.'SPECIFICATION FOR THE C=-SIO-N, 31130 N.W.BOCA RATON BLVD. FACRICATON AND ERECTION OF STRUCTURAL 5 FEEL FOR SI:ILPIN:3%550 EDITION. - _ SUITE RS MATERIALS 5i4 ALL CON-OR1 TO THE APPLICAE:.E AS,�SPECIFICATION ION:S FOLLOWS: i BLDG.D G. DESIGN DATABOCA RATON. FL 33431 -SHAPES.PLATES.ANCNCRBOLTS-A 35-SiA PROJECT DESCRIPTION - - 4CHI1:E SO T5 -A 325-53 C TEL(561)3%1-4715 14 -TU: 4 K:ILAR STEEL - A 500-52 A GRADE 5 (4SI) - -- FAY(c1)391-G173 E-BAIL JAOAF.CN4AOL.CDId 30 041 DED CONSTRLOTIC:SHALL CONPOR;TO THE A ERVO N VELDiI/SOCIETY CODES' FLORIDA BLDG..CODE:CIO ED.NFPA PL.FIRE I EXISTING RESIDENCE W/COVERED PATIO. •-EEO 50.FT.L1:DER ROOF. _ STIeICTURAL UELGINYs CODE-. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE - PREVENTION CODE 2001 ED. 2.NEW 51 S SC'.FT.CBS.ADDITION TO 6E PROVIDED.'.T REAR OF EXISTISO RESIDENCE,PLUS I0A 50.FT.OF COVERED PATIO=G i1 SO.FT.UNDER ROOF. A.IUs.Ass ElOxx. NEC NATIONAL ELECTRIC CODE 2OCS. SEE FC N0ATION NOTES AND FRAMING NOTES FOR MORE INFORMAT04 ON THESE CARBON MONOXIDE DETECTORS 650ISIRErENTS 3.EXISTING t1INDOJ AT REAR WALL CF EXISTING RESIDENCE(NORTH),TO E.E.CLOSED TO ACCOMMODATE NEW ADDITION. �T REO� ITEllS. PER ADMINISTRATIVE CODE RULE 53-3.0412 4.PARTIAL EXISTING OVERHANG AT ROAR WALL TO SE RE"1GVED AS NEED IT AND TRJ55E5 TO E:E REIN.,TO ACCGMC10DATE NEW ADG1T10N. `0 Sr\ 31 TOPICAL C,1414.EG'IEP FOR ALL 5LA55 AND FLAT WORD(UN.0J, (IF AFPLICASLE) /T,'t' \ PLUMBING CODE 20i0(IF APPL CAELEi 5.'PROVIDE A KNEE JAIL ABOVE EXISTING-REAR WALL,TO ACCOMMODATE NEW ROOF OF THE NEW ADDITION. r NON-5TR/CTUReL r.:1iSER5 DUCKING C.CNSTACT 011 /t O • MECHANICAL CODE 2010 OF APPLICABLE) S.EXISTING REAR A-U`L SHED AND SLAB,TO EE REMOVED OR RELOCATED el'OTHERS,CONTRACTOR TO VERIFY. /p 1.WE UTILIZED THE EXISTING UTILITIES L':4E4O.i4E POSSIBLE,CONTRACTOR AND SUBCONTRACTORS m 2 DESIGN CRITERIA TO VERIFY'ALL EXISTING AND NEW CONDITIONS AND NOTIFY ARCIITECT OF ANY DISCREPANCIES I o • X - - OR NEED OF NEW LAYOUT,CONNECTIONS,LOADS,ETC. V V. ,A ALTERATION LEVEL TYPE II \�, CC.SVTY PALM BEACH �t rtti;`•� ROOF ENTS COMPON 4 CLADD40 R•3 UPLIFTS OCCUPANCY GROUP - - - --- 1 )-'' ,�� AREA UPLIFT(PSFI BUILDING CATEGORY ENCLOSED D RAW I N G INDEX: DATE DRAWN: OS.3.PC .N(?;N- ,i.-\�� C1 -Sbl N'.DER OFF STORIES I - -_ - i \Y// N. U2 / rj' -64.6 I DRAWN BY: RZL 'I;\\/ i/ 4' .4.5 6A51C WIND SPEED,mph VIA 110.Vasil 132 ARCHITECTURAL: i WIND IMPORTANT FACTOR 10 - CHECKED BY J.-O `I 1-!G - COVER- GENERAL NOTES -- A-1 WIND R!6:CATEGORY II EXISTING/PROPOSED SITE PLAN AND DEMOLITION PLAN - A-2 REVISIONS F Q-• i I --,ESiC•:AEA 0550(204 �' I DOORS G LIINDO,S LAND PRESSURES i vcLx!n"PRESSURE 55 P F EXISTING/PROPOSED FLOOR PLAN - A-3 t s I rWrnTcsI I -- EXISTING/PROPOSED EXTERIOR ELEVATIONS 1 BUILDING SECTIONS -- A-4 I a I I INTERIOR I WIND EXPOSURE CATEGORY 13 I 25'S PROPOSED ELECTRICAL PLAN E-I q.- a I % /\ -74.T ROOFDEAD LOAD,psr 5 PROPOSED MECHANICAL PLAN BY OTHERS CONTRACTOR TO PROVIDE SPECS S E%TE(CR(4Ti-iN ri-O') I I /QITo ��I�\ PROPOSED FOUNDATION PLAN,PLUMBING RISER,DETAILS AND NOTES - 5-I i CES ROCr LIti_"LOAD.psi 30 I /�% \\ 34.1 • PROPOSED ROOF FRAMING PLAN,BEAM!DETAILS AND SCHEDULES - 5-2 i 709 NUMBER 13-0# i / t21 GARAGE DOOR•23G PSF;21.0 F...,., • INTu<NAL PRESSURE CO�rICIENT w TYPICAL WALL S S-3:SECTION AND DETAILS SPIFFY NO i`-t MINIMUM SOIL PRESSURE,psi' 2000 STRUCTURAL NOTES AND ROOF FRAMING-DETAILS AND NOTES 5-4 I ALL GLAZL�:TO HAVE'IMPACT PROTECTION G^v;JT.'dlCl l^i:TYPE 'V'UNPROTECTED i ! - .. ... .,. .. a a' • REAR ADDITION TO AN EXISTING RESIDENCE - - LOT 16 LOT 16 -43_ — PROPERTY LINE 45.00' — L 1 — PROPERTY LINE 45.00' 1 FOR:MRS.DEBORAH GINSBURG (— CS uvm 'I— 7 —6- 1 („I Ye a ,[ G 1 I ., e.ameaa } ti I DATE: 09/30201� �i i+m�on as �\ O �r 'n -O7 —.•caa x..s 01 V -0 . O % 6•I s. �a 1 5IDE \ -I ,,'_'-Il'. SIDE tom;'1�...,..-...l((-�, I 5,�-,'•'j I , I', �, SEA BACK j Ir-y ,SET 36.- r f. / I(I,- -h.-2. jff/ \ / • \ 1 // , �. \ i i Ix /I ( i \\ �� "`� I TPA • 1 � cs., 1 SID4' 1 ' to _..145, � � 3 5_T OAGK I Nc'Bl ACDITIOV 65: SCE.?T. I y J o'' cu�:r 31 / I >,03 / = W POOL/ I I p 0�0' I d• 1 / POOL DSCk 1 SQ.FT. " I ! 51D BET-BACK I Z}- 1 \ 1r� \ 2 -I• 1 ESJ 'r SLAB 1< I. 1 ' i 1 I I 1 Q g 1 •1 1-W 0o cg�o �1 ES`e • 1.-4- -\,----�- \I _ s_-�..1 N • �._1; I'1 ---_--*------- N 11=12 • M1 __• I 1 0en 1-9 a!-- 8 (- `�4 a T 7S 0 N" s.. NI I I \ / _ I I- o01 L _ : / F. �a�WQ to d) I ,J r \ J C z. I _ Jr iWX rn� �▪nI— JI mwz oes+.n; I ' — F- DI ~a«I s' enn� 1— q �WNwy G`• O I1 Mt arm.= O �$, r.ia aeexnQ T ;; ! Z�„ g s• .J I T; r J Qui I �I�'� . , O I �1 `'<_.i ors..�- W O �I icc w� \ 1 in�us� 1`^ O. — �1•:i: O sH /D as , I WGxb“ Z .,C6LNA �� i 1 i I z I I - - IsP.� I •G I y . i z F� monria 'o s �^.4 0 a o a 3 1 I1.: � // \\ I 8 I E 4� 4:, \ / I 1 i I I E:SL`RESIDENCE 112 S`4"Q I • \ .RED PATIO -E SQ..FT. I J.A.CI. \ ,OTAL 880 SQ.FT:, lo.t . I • i clL_I . . PROPOSED ARCHITECTS EXIST. 4 DEMO. FI 4 II e C I SITE PLAN PLANNERS I i — I S^..ALE,I/8'.1'-0' 11 — 1 SCALE,I/8'•1'-0' 3102 N.W.BOCA RATON BLVD. a,O, SURE B5 BOCA RATON,F1 33431 1 Iy TEL(551)351-4115 11 E,m Q'n 1 I V S I'Y FAA(5n"1)391-4173 1 +� r m E-MAIL JAOARC1I`AOL.COII .j 5o e,.m°m -- 1 1 1 1 G4.CeCT 80/4r, I f, 4. 9 _ 1 PROPERTY LINE 45.00' PROPERTY LINE 45.00' A :,a ofIII o o� ri I DATE DRAWN: 05125I5'015 DRAWN BY: rzr- CHECKED BY. Ja REVISIONS' — -N.C. 5TH COURT— -N.C. 5TH COURT— 2 RE- ES!GV A4A CS,0 OI4 TOE NUMBER. 13-034 SHEET NO' !A — 1 PROPERTY LINE 45.00' •REAR ADDITION EQUAL Eau _ r —� TO AN EXISTING RESIDENCE LEGEND: 0 I I(!I I I I I NEW C J W2LL �_ I -- _ FRAME ('� 0 - ,J _ fOR MRS.DEBORAH GINSBURG L i ® NEW CONC.BLOCK FILL CELL(SINC-LE: '- ! 'I— ^" ! I ' ! DATE- 097302014 �� /' tR.1°,i1ABF�TWa'T..R .-� IG GI NED CC i.,.BLOCK FILL CELL(Dai.^.LE x r-.___ I I G .. - - c'S 1 . . ! NEVI CONC.BLOCK FILL CELL(CORNER HOC: -f, c .F _I r 6I----r • ��+'-\ .,,'-- , ;tT 0. _ m--- w -- di li/ l:\ '� -- fr ` i ® r!_J CO NC.BLOCK COLLL 1N rSzL'/ I I a / I / r r L•: Va�_,E:,C,.3 `— \ ! 0 NEW CONCRETE Cc_4N ' tol 10; 11 10 L�LII lot T I, =�� IaiWl / -J-I, WINDOW S DOOR NOTES(IF APPLICABLE). \ \• � 11- t` 7 —i 0 i �i �'t• \WAN �t— L.:V Q // � I •5500 0 R =O:JDI9iTO000 COORDINATE ALL © , II_ , II s�owf I,y rC '� —�/0 '• ® /,• •�_/ • _ '7�--L--- R Txaceo I yT�Cn w i _ I (I I,`).. ?NO DOOR SuNiSC.5 TO TNT CC W.'-TE:1L ® I ' ! _ j;CEI rfcn:,:l .p /�•I ,T PRIOR OPENINGS UTa THE CONTRAC IER 1 li P ♦ ii ` {( ` F.L W PRIOR TO AN'''"J^:�THE LNDO.Y SAE-FLIER IS 1 1 \ I / •I 13 /, ♦ \ 4P CEILING c() n' '1�— I - ! RESPONSIWLE FOR CODE Cc.:p I.�:cE OF.I:s 'v. 1 I .� -_-=-- '®®_®—1— lL #/'1 - PRODUCTS.AL;.Ci�NDCU3:5L.DOORS 5n-_L xa3o I / :co - , (D iJ �I I I- I < -/ I H.�JE IIA:ITE ES.FINISP. P'�:ri d Ojr/ POCKET I'\ \ i i CO U7 I I- I / ••:viNT^US MAST COOT CITS NFP.A.L^1 ♦1�,4 1 -- :.5 ' Q " I 1 Z. TV GR= ! )- SECTION 11-222 AND SECTION.::. EAR ! 1 Y IR LL • I r u OPENING E4F.LL EE 20'ODE,24.RIG.,AND 5.l I ,�•• I ; 0 0 E - ^I I I- / I O SOT.FT.IN:RE,.EO OF'WiN001J OPENNS Q _, i I Q - \� !�i I I. l y,/ _�_J I a 5:4:ALL NOT SEMORE TN•4V:4' --r. _ - _—L— Li - I '11 It --�-_—_j T—_ • SP.`. ' I. I N W I I 5;V:3R I 'I ° I IV s rie,1 1 I I 1_ TiRM I Nor COORS:;LYN'DOUS TO MATCH Er,ISTL . I I ;II o; - ,'1 I- U �! I -I,_ I r I d CONiC:CTOR TO COORDINATE C/ITN CALNER I �,j I BB'T041T• COFFER CEILING i!�tl ?L �I • -�I W ��4fir BEYGND �—.; I i i II a TI I---i i 1 I I. 1 a 1 nI I _ :.a - -• »" ' ` 0 s;kyc Z TINSULATION: I E't o0 0' 1 ��r Zimmomo 53. k 0 J r I �L I CO.\C.BLCQ:WALLS MIN.R•a.! i i '- .:.:.=_:s n 'L. T♦ - ; I �J W @ t.c.= CEILINGAND WALLS,PER ENERc=Y TALCS. ! - \ • I` _ �� "�05�< LL a_lI i I RO.;�•OPEN CELL FOAM INSULATION R-i1 1 4v I = i , ,ar -.I.T4 4':,..--" v0� �,�I ' Zco 0 s�= CTNEnE1 OR.as PER En 'r Cxs. I D. i✓crr ' i I l i ;2z `�a\ \a. o I O W U a �_, 1`3 :! ! T CONTR..C-TOR TO vERIFT tAT1 CILNER. I J i _RE 5E , ti 1 �� !i ~_ c u r l I j Irk _I �}� .li _ cce- FL •[l� �'�/loi T --�--_! �� ' Q�{^� � e I I I , j -�— s o 1 --mac NOTES: i e i ▪pC,, I / — �� CLOSET I.FOR ALL FOOTING SIZES.COLD 1N SIZES "I - 1 - —r 1 o i : Q— •WF EYOND GREaTROOr1 AND STI�J TLRAL INFORMATION REFER TO *' Ir I. sago- /,' I I .IRON SPL:1,Sr♦ I t li THE STRL J SAL DRAWINGS. i \6F`QI\�_fv. �I �0 •Zm ' FOR WINDOW a DOOR SCHEDULE PLEASE - I - POOL. } eg- _ i REFER TO FLOOR PLAN NOTES. I I _ DRYER. i —=^rewoR BY OTHERS = WX o_, `n E-_,'\g s T I O N Ilk .,. I .^..hi'c ROGI I I R c=Lo:E �� (��j -=" s 2.FLOOR A:J.-.E.ASE-o'OARD FINISH TO BE Ti. n , �� Z�13 1511W IMPERVIOUS IN ALL BATNROGY'IS. I _ :J sr To I VAULTED - ....a4LE:V7'.I'-O' 1 - L ( Ems_NG `Su 1/ —— A Q Q -i`u5 EiU1LDi.NC-SECTIONS FOR COFFER CLG 0 0 __—'_—_—__ —T9-------- (—_ O 1� ar£; PROFILES. ® w ' - °Ri.�`• I ` =.I>= i? � = NS` 4.FOR COLUMNS ANC GIRDER.LOCATION I I. i a_ 1.0 4 I r -o' � "o 5.0 1 (� 1` s .> SEE STRICTUIRAL DRAWINC•5. I 1 - r. i [1• !tE„=_ =4 1 <• il, I �JI 5.NOT USED _ I - I ,,J I 5 _ 1 —�m i 2,,,�5§' ! Oa-,vas Ir I, I ....... ........ I I�M1 "• _ ;S;r`_ , -� L . Off` ! ............ F-, ' I�^�< Y FLOOR PLAN NOTES: �, si. ,——,1 c; F' tIJ F z g - e`sr I p p I�_ , 1111111111111M TYPICAL NOTE: S<• xeY L'-4y !% sose� t POOLDc'CkI I NIMMXMannelm L7 NIMININMIN _� I U/HEN THERE ARE ANT COT LICTS IN t-- ;,, x- VA� ;EFL ,R.....14 (PAVERS BY THc �, DETAILS HET.FEN THESE ARCHITECTURAL I 0 s -4_'i �NwGLTEol / 6-C.-.. -,g O I PLANS AND T-iE STRUCTURAL DOCtImENTS, ' II �_ — THE STRUT-URAL DETAILS>'PERSEDE/ `,-1,...Al — — — — — — 1 — T PREVAIL IN ALL STRUCTURAL MATTERS. '4 I rtrT I 0 \ , -II _ _ I ✓ �• CCNTRACTO"v'MUST NOTIFY ARCHITECT I /n o. ! T. :;as \ _ •I / I I mooluomoms ARCHITECTS OF ANT DISCREPANCIES, 0 i- �!� S -i i , ( - I _ O- O /Ij 2.43. _ I� I r OL AYU CLOSET NOTE: i'-65 I// \� I I 1 I • / / 1 I PLANNERS • + i Kna WD EJILDER TO VERIFY I:✓f',ECH'ANI^_.'-L Ea'IP. �--- ------T----�J oFc.a-ti-T�=_.-. >! I • 3tI10 N.W.BOC.1 TO,`'I BLVD. I SPECS.FOR REOUIRE:^.CLEARANCE FROM WALLS - O li 1 I To acaz /1 /' 1 I SUITE 115 N I 3� i BOCA RADON,FL 33431 M.O. S R. .NOTE . . I I _—T--- /i II `\ i TEL(ss,}_1-.,s COLDER TO VERIFY 441E OPENII S `-At 'I.-.__ �L' I - \ I ri-T I FAX(S l) 41:3 ACCORDING TO PROVIDER SPEC. W I =�W° \ \ _ y,—— //I cca:c C i I E-MAIL JAOARCHGAOL.COU. I Z ; — TERMITE TREATMENT NOTE: i I \l / I -- e T Reo S BOR:.CARE 131'MALLEY, �1 I 1•\ ' / I I $'C r TQ?. TER-11TE TREATMENT S:IALL WE DONE C J.\ AT FR:11 G. •TEE M4:.N:F.SPECS) /��,,r1�� L. F's- . \ / ♦ 1=Y.fJ ZINC' I 1� O\ T Taws' -A PORCH i I I a y` �\ I III 0 Io m1 LLI I \ I \� p O ,1 I ,R.I.ox 1 ' I f a. )/ 1 -_...., 1 1 CV �----: i I I I W — 0. I------ \,, I Z DATE DRAWN o5,:nee I --------------------,,r7Z. I\\ I -.-� DRAWN Br: R,_ . y \ .1 (rL CHECKED Br J4-0 /y REVISIONS _ _ / I v' sz,� N LL ESLW ASEA 054501 G4 c ,�✓ �s4�., 'cXIST 1-STORY Coo _ L�•D I 1i� ��I t kv' 1 REEID`cNCE(NOICHANC-%. / I I \ a / I s • SCALE:I/4'•1'0' 1 / / \ \ I a_ JOB NUMBER: Li-034 I / / '\. I �- SHEET Na j - / \ \\ I q : i / / 1 — / \ I.ErJFR.'Y%_oALL=ETaO REAR ADDITION 0/ER EM.F.M.,RGG i -.RCP Sr✓-R 3.TOC Dcr•Sc.F r TO AN EXISTING RESIDENCE /',/ GEA.'E C2al`L-T5 Fr P•_!5 MA>:F. go In,CLOSET / / TTP9CAL NOrS DO JOT_.• % / 3Te.D.TRISeE5 a • 74•C.C. / _s 5EGn0+•:: / -_ ` 3T iRJ55 MA4. / TTP. / �-TTF^^}L / / FOR:MRS.DEBORAH GINSBURG ON. CANT. / //t\ DROP SCFTT eT TRUSS•1L f. TTP.CANT `E `fYA^L•.Ti •O• !Ci' / O.N. FOR INTEL 5FEC5 r-= r 7 , % v C. rs c / n DATE: 09/302014 S:,Y^^0 5=nL1� i Q•-75 -Y=-i- -:5 / ..c / Q..75 �, ....�.e�ra..-�- 'O MTV EY..STU E ISiti 0.,.A•oF Em(.•;,. iO tL"CJ-_-i:'SThG N SPJCCO SC.^RE L�=S I �- � -_`� TO MACH �..�•.- l�� ''� .�� TTFICGL EY'� EiTR!CR TOE L:0, _�! _� -�.� -_�.� -J, �� T.O..�.'i l�••�• T.C.3"-Rlls - . .� _� , E_ •L'C^ i I _ _ .'_..-_- I® '._.- _ ir•'��nl �,J m - .. :'- Z /��' LLB I 1. nri R•B.-O. I ` ! I • �'. I17_�I it I I_1 �mI m I Iia L•� STIu - - E�-dL E.^..IAL L 1 ___ 7_,_ CYL � Iw' .rn��l� -� ..0' 1; / �\ ( ETc,., C :1 - _ I _ _ _--. ,. �TPJ55 MGVF. - 4- jI ! _ - I 3'.'.J' -5'.COFVIV l ,a -TTP.59Y.,G0 �. k BOO I0-5 '.Ll: li III-yy'I 1®', Mill m aGw^,rr n:o ,m.1 I TGIF. _I.� : :�\-�, +I: � -.� - 1 j P__ :I t. I jl 1 V 11pp p t't•11 I.i / ST1r-00 fGcE.LNES '■I'' J I �;`\� F11 111 Tor G,>'I'N ) I - t; a1 • i t=�— r 'll e.:7 I III :.I--i '< -+ .;5 �I ! 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I�Z�S::2".3:2 � Y�EiTR.SSrlhi. nn'lf4d cL"ILL Q W• 5Y3 Z•.C• 5AS 0..LN7 YC'61SL-5 IF- ' r /^ ___.-.--/-TYPICAL.,E:, SC1T O!1 / / TO r�TD1 E,�51ns TR. T1F BAN_2L Attu Y_cE NIL r(� m •,` :,� !/ / Br MSS MGV. TTP. 71ETAL ROOF /LNE5 TO MATCH EXi5T: v,Z -=,3- TO MATCH rETALo rkU,CESS�' / ,,. Q- ,- 2�- C / i n FICAL / TO MATCH EMST % iFATLLRE Gs'c'4 4 i N/ � rcnATCn Tom, / 5-3FL:-FRAMS STN:j -orurcH�x.. i� / is WNW ,='�3 fcR LN1EL SPECS �� % ?,W y"-';E Xs — ! m _ sh= F t m m O _--1 i. F &` :,r' _ - I i .1l ~ -� —SowR Ewa. : F j - r•i 1 FI I I—=II ...... ei > 1Ir 1I • I Ii !I I i I I I l I _=1! - -)I-- ! - � , m • I m iI LI v- -cL iS i ( Ii —— 1 I I 'J - 11 - i I I 'iI ' o x _ ` _ ' `...,-'Tj l F;N.FLGGR '1 i1 I I — I I ! I _ it _ II j I 1 I 1 II 'jI I i I _ / I - EL C e U 05111.-Ill•,. . . 1 :t ,-=--=h - EL AI-c. J ! i t 1: t - i I°iI 4 l i F_ !III I I 1 i —� ` / I I 1- T A 3ATHRGO^t Ex!s n� l4 5 03A G i =T',.ND I 1OM4104Ex,51rL-- J NSW ADDITION { EXISTING RE51DEwE Y NEW ADDITION BETOn'D I — O. ARCHITEC IS c ••WT.O r-S.,_ 3 AS PR ASCE-7-IO & { I �' F _ - - - _ PLANNERS .,,ap ze.r r=.�.1' I i!.•,%t .! >--- m �_ t= * . mac. R / 1 t NORTH H � � Icf � rar� ii �r.., T III 1 ic�}�6 side)hJO T2UC 3 03B OG34W BOG RAT ON BLVD.D.SCALE;1/4•.1,0' YAL�:I/4•.I'-O' I. W4CNTC�RLQAEWAA`NYSSCOD\i-1TC ISUDVG1'RSAL`G.�T _ Y+ F:I!, i-O' SUMS INS RAYON.FL 3343t TEL(561) 391-4115 41A11=L'S. FAX(561)331-4173 E-MAIL JAOAROI0AOLCOl1 li 2. r'R.OVID=STUCCO EXPANSION JOINT AT ANT LOCATION 56-ATE I WOOD_OBIS WI714 CCNCQQE-_TE F _ ;,. EXISTI- BEYOND - NEW W A1717-I11G4.4 E PTANA 4 CC Re T / n_JfR:CAL %F Rai / TTP. BdV^C!C•SVJ Y_CFE L:1=5 {-SZYW 6•:��Ah7 i7P. / O METAL POCF TO MATC+EX!STh.G \ S'LYLO Y) Lh.'S / -TAL R'OC'F O Z TO MATCH EY-!5T1`Y �/ •zk-T-�^ESC+1 \ TO M:TCS F5651 F5'414 TO M<Td Elt!5T6 Z M^0CNIO:F G 9^E5:".JE`0 rX!L'E5 RC'S:LC' C /( / A I ,.•,:.FLG`HrY ; _ / iC MATCH EY15TI o ; NEW RAG cS,^G nEW r `. T.O. '1 EL•IC'-e• F_ O.aY:EL•b'B . --_____--___ ___ __- —___ t^iAL RfyF \ // T A �. ---1TP.S7VACO adVPG 41CJ STX00;: =..C• LN:5 TO MATCH -� \ EY15T', EYIT444CR'Y11.- .. " -- T.G.5::EL 9'-0' _ t_O.e`I EL 8'•C' \ 1C.A0P.ACTGR TO VERFT, -_I TTP. ♦ PEI DATE DRAWN, 05nsro13 Iio ♦ STUCCO a.44.'D 0 1, --- 1 I-- I ' I j TO MATO,EYISTI54-J -- I -- I m® _1 i! I DRAWN BY: R_1 i--5P, i7 I� .1 1- 1 I I� L -- - - Y.COFInISH U■. i i 04 C. .:.Lois IHid i i CHECKED BY, JAA / I �II _..I _ —_..._ — —I REVISIONS' NEW ?MA -- I FF-OPS!GN dR'_--A C5•_O/7Cu F'IJ.FLO.)R EL.O'-O' iI �`i iI F\FLOGR ELO'-O• r`LFLOO6EL.C=C' FN.RCCRE_O'_O' EX.6T1NG -O MATO4 EY15TN5 EXIST- _• �rv.15•AEA.E _ . ORAN CF ROAD I c^rRAcrcR TO VERIFY S Nell ADDITION 036153!NG EET0.10I. . EXIST NO 1 JOB NUMBER, 13-034 S71EEr NO: LUE.67 Imo- -2[,'; vA T IQN (lent side) -SOUTH EI-EvATIONI (Front) SCALE:1/4'.I'-O' SCALE:I/4'.I'-J• AA - 1 1 1 IRARADDITION I_Yr � L NOTES: LIGHTING LEGEND PROPERTY LINE 45.00' -�3- E I TO AN EXISTING RESIDENCE SYMBOL DESCRIPTION i L Hv.1C CONTRACTOR TO PROviDE ELECTRICAL 0/60 CERS IA AIR HANDLER -0- SURFACE M.^.L'NTED LOOT - 1 2.ALL 5.4THRGcr1 LISHT FI/r1:RE5 TO EE SO'=BcvE , FOR MRS.DEBORAH GINSBURG • F90054 FLOOR.UNLESS OTHER:::SE NOTED. `� RECESS HIGH NAT MC=;? ' PROv:DE RECEPTACLL FOR MICROiH000 55•AFF y�LQ: RECESSED VAPOR PROOF LR'-HT • Er -- LATE• 09/302014 34 CENTER OF RA 25.SPACE. C - 5.90/ACE 0/0.NTED FLIARE5CENT FIXTURE f . ALL SMOKE DETECTOR'S 544A1.4 BE w".N..crED IN SERIES I - 1 AND HARD EARS-WITH BATTERES BACKUP. QQ .FL:CTION BOX I I 1 5 ELECTRIC.`..'_CONTRACTOR TO VERIFY ALL NE E i "��_ --• ///��T�' Q xH:JST FAN (•- Ell - 'I -71 /,/ :•�•-\ AND EXISTI 5 CO:NDITOr. AND NOTIFY ARCHITECT CF \ I I Az': / // 1,`, ANY D SORE.ANCIES OR ADDITIONAL IV=OR 1ATIG4f5PEC5. •A' SWITCH I i F� / I '-it--' 4>" �'J:YSW:TCH I t�, -: .. •' v` .i T / 1 / u .ALL 00 VOLT 54N'=LE PHASE,IS AND 20 At'P BRANCH C;RwITS SUPFLTL`Yn OUTLETS SHALL BE?ROTECTED • 40` 4-C'=T 5'Y9TCH I I'��I ICI Ir'� CI aI J`�I 11,// jBY A LISTED ARC:F.:ULT CIF,C5T INTERRUPTER L..0LJJ b'Ya v::FTER 5_I:GCH - -__ I I��' C�- ` T\'' i t•. COO 15;NATION-T:PE,EXCEPT 2.24ERE GF.!.OUTLETS ARE 400 TER�_i.TCH -T \j t (f li ./ 1 \ SPECIFIED. .c c5,1 BUTTON I '\.. ' /\/ 1 01" - \ J-dr 1 I ' / i••` FER 2I0.12i 54 NEC 7008 j I - ,Ui I TU"}, ��`� ..l 1 �.�� •. a DEDICATED I `�\ i LA n'�` J . 1.OAR0`•,109.0.10 DETECT,as SHALL BE 0G1.0ECTED Ir DUPLEX RECEPTACLE 0G:12O I - I \'\ 7 \T / - I ll .SERIES AND HARD WIZ WITH BATTERIES BACKUP. 09 5010/6 ACTIVATED RECEPTACLE / • I \\j I // I /i `\,\I\\r\\ II-` 1 5. ANY OUTLET WITHIN 6 FT.OF A LET BAR SW NEEDS TO BE GFl. � LF_AT090 0K000 RECEPTACLE , '1 I �.��_ ��5.�:`ty , �/ PER 2Uu AXT•,NEC 2w6 &3 C-R0.'ND FALL T iNTc4R::FTER?RECEPTACLE f 1 c" -- ®®.1102 1 5. 14/100R RE ISTANT RECEPTACLES(SEC<O6.914 ARE RECJIRED .*4 220-VOLT RECEPTACLE ' 7 _-/ u / ,-`4 tip. \ I IN ALL AR_A5 SPECIFIED IN 20G5 NEC 20.52 ALL 125-v,LT• I I 1\ `�' N. ' r <. i•r<. \ I U AND 20 A`SP RECEPTACLES. F3 FLOOR RECEPTACLE r 11\ / ,'� ® \ \ � ELECTRIC PANEL I ' t` -/\ `_-- ntY •+`.Ir" `v O.ALL OUTLETS SHALL:HAVE ArG FAULT INTERR'.:PT,EXCEPT 1 -- ---- ,:> us:ERE 5 I OUTLETS.=.E SPECL IED. L�"7 E`ECTR':C METER TAT , 1\\ I �1'�® Y� 11 I. ALL RECEPTACL'c5 Li.N 5 i LOCATION SHALL BE 8 DIIr0224ECT 1 ,I y\ I T - tLEATHER RESISTANT TYPE. •J II 1 II -2 1:AFC!BRANCH CIRCUIT PROTECTION REQUIRED A5 PER - ROUTED WIRE 1 _ ,11,\ I t$5o' NEC 21G1 fGO.'TBINATION TYPE AFGIJ rWST BE USED IN ALL • -^ \ _ ROO S EXCEPT FOR KITCHETI.BATHROOI'1 4'.a..• 'RAGE. I (r\ -/ fF Ltict, I \\L 1r �- til W •x 52^ -E TELEVISION JACK O'!ar �� ▪ ^iI) L 0 a�C.4 :ITS-;EN OUTLETS NOTES o G� S -L G 0010 �, _ _ !III 1 `T� z �_` T raaz;DE DETECTOR -1�� I�1�• - r III j 7,- W CC _ I) gTCHEn CUTLETS 5:-L:L' BE Cif. Q I� _ 1. .,H_--E� j -_JT z- jS 2J KITCHEN CUTLETS SHALL NOT /I*.` PA.3;.L5 FAN I,xcrd `V Lam.'a (n7'i==�I,J"'c1 U`$_$ ▪ // \F• W O Q¢i s s ' BE SPACED MORA THAN 4B'O.0 `;; " ice OR MORE THAN 2�FROM EDGES ., TELEPHONE CLIP-ET / !. .4/ r 1_I 1 ` IL H`�n 1�� ' �� OR APPLIANCES.PER NEC.2 .5 0) ...L SCONCE (1U,(I 4 'I -LF-11 -- -71,0;.• - • V r gz O LL V ) 1 1 \1 Q ` LPT- S LL:J. 1`., E::T FLGO.4 LK'i i'_ E. \` \\jj G , © 1 v :-AL I ILIA {i. m •-_ _ I' tiv,, I1 II Q- } -- IuC�r�l"a CALCULATION f�R I \ �, s s ullW Nami t s:.= FA(;.�:H✓I IOf�fK F:f �rPld l;i�l IL.dIV I-I�tIiI G:u4. le?' I \ \ ''"i- _-/�- \ i F Ai EI z .. �Tu�_ •of L'ic TESCRI711OR PRE WL.KCR VDt. LaA3 1. I I f4:% '.T .An ~u 4.NPv 6L, I �.. 11 / �A, Q = ;� ' I Q I`"s"s 63 NC 6ne. 25 10 •W To.06r I ,1 • ~Y{ % O I'`F"6C gam. G4 AM WHEAT STRIP U t 34(V4•03 FOR FAN 30 12 `SO PATi s 4I39V5952 20 12 I , uYS 6 DI,cAL 20 12 8 j/ [h !` `',�; • T 416RIGERAT0 20 i0 .4 �.�� -\ \ I 'i` /;i its:may'= x4CROVAVEO�D 20 12 3 �- 4 J� 9,0 SNALL APPLIANCES 61 RECEPTACLES 20 12 30 I y/1 \l I /' Q 1:."'' -'-: �v<. ,. II WATER HEATER 33 10 L5 I -/ • I •+� 12 SECURITY ALT.iN 4OPTJ 15 12 S 1- L y Ilii 12,IS PpR PlN 4➢i OOK'ilSl 2 30 10 IS �✓ •{�' ¢] 1 iuj tt a • Pr,'* LlINH61 or ar.4.9 1 IS 2 .5 I � ` / ` /` F' .f u` L^ as 6 16 -T- I LT' r, - Z CC 10 EKTERTOR VP 61 RECEPTACLES 1 20 2 45 7 1'1 @/ 1,i 1 /llVi.�,---"•' \ ` 8 A I il,+� 2 le ELECTRIC,FIRE RACE Oa 1212090 1 20 12 '.5 \1 / ! ' f.. IRE VASH CR l 20 12 45 N ( ' /`�9 `\ ,/.4 \ .. I 2v CAS 2 30 10 SO 21 Ida /� '`'s ,01' '�\d a l v.:, Cu.,L1C,ING 1 IS 12 I. - ' • r_` - - - I �41' / -F� i �`i '\ 9 f� I - I ARCHITECTS TOTAL KN 3L90 0 I >P J I:-'.\ �` -1(1' Cr-..Ti 13�� .1 1 i I 1' •go l 40 a 65% 4 50.6T<4 x 32S V <NOT INRULUti I.WDS t 17667 /' �1 T0si I0 KV a I019 1060 V I / 1 \ I 1 11` / / ' I :1 PLANNERS REEu1rG.Tt a 404 41690 x ADS• x 6.76 V O H/ 1 \ II11 I I ., i 1 L..f1Lt11Vl:1�LJ TOTAL 20FI V p `--I--- 9 \ I. T~�-�/ I 11 3u1f1 TLW 000/A RATON BLVIi TOTAL/ 20Ix1000/240 Ba38 AR. (�I 3+ I I I• I I SUITE IS GENERAL LLWTUG CALCLKATIp6 " I \. I i I I ,/ 1 1 11 BOCA RATON,FL 3343L .6 4CIR6.PA..AIP 6G6 4 VATTS K 659 S .iYJ KV T I I _ _ -I-� _ I I -� I •LL Alt Wr. ANP0 Ira \ I / \\ ii I 11 TEL(551;331-<715 1 _ FA)) 561 351-41;3 'bum. W ' . 1 D .. . E-MAIL JACATCH4AOL.CO0. •PRavIL NAN.IP Hen PAAR.ELECTRICAL CONTRACTOT TO v1R10r Z ( \ / ...,--- 4 ALL Se.CARBON N.1NOi1LE DETECTORS SN4A BE CIRCUITED 110 N\ 0 07 RATN.ZI LTC.CIR.IT W KIM.hair CIRCIRTS I� \ / 1 I INTCRCtt 16CTEO.ON WTTERT BAOAP. \ / I I /,1Q,GT RE O7y,r •PROMO.46E 0S 9 LOV VOLTM'E CABLE FIR AN.W I:.U..SEE 1 11 SPECS I 1 i pk- 4'4 8°r\ •N4APACTWGRS SPECIFICATION NAT 4+TFFrr THE L1N0.WIRE L SPEMER VALUES CALLED OUT ABOVE 37613.70 - \/ i I- -1 I o1i b ( x AC W E ;Au • I 1 O =1 C5"5i 1PY:.-3R%5-aSES ACU.r.e I Da i 1 Ex15115 A50.£ /ir' 1E0 . I I .94/t G7 L1.•.rAL (31 lC'.Ha4W 1 I i • p ,.dA, / ELECT.CO'P.:tlr ( fJ'Ii4ECi TO tEEER N7'CAJ:I'r ft'•O f3:C. NEU 1 O L iL G E E to LL� H a 0540.1344.000. EF4� O E G LFTti k r0 1 I I r r \�� lJ I 1��/. ARIA-010 . FAQ. I /�l.'I.?^.r�-_S .67Yf4r.^cST. I T W _'_ N3504('/TGL r� E9220 Z Q� ELStar, CC DATE DRAWNI 05.28005 Ea5RG {I`I/(�'� ELT R:. I I I \4 rA^.✓::i.10/ cTFR �.% ,,..� .LVELC1�• T 251FR 'I\\ EK51842 rrw+ox 52115 6'RO`V.1N:I4Ct4--� I I DRAWN BYI Rr I \ N2• cnr I I CHECKED BY. .440 EXS12.6&EL:LIZ `�411•;CJL'V.TO'4a05 x V-0. I `\ . LA.S EEL".RCO.5 PM 250= 4::;.T:110r,R PFv N\ I REVL40NS' EAST.Gr�.ca.'�ii¢74-�/ ,1.) -�L I \\-1T,Z I LLLWLLL -- L-Ic-OES.00 AREA G51 12G1+ ET,=.�� FROvIDED ADDI T ONAL I I Q 3 Es' ISO ,AIIP �ERviG_ ;RISER .z > I ra s- LO.105fc.:C.C.^NT:'TPT TO VESFY 1:1.IEiI AN EX157 V2 1 •\ >:c trY'-\..s a.41 I La' AL CC JOB NU -[Z I3-0�} LOADS A'V CCTOITILTS AT K551R1 //\ _ - ANT C6-495F/,9CL SULL EZ 92IFI'10.4 .2 T-'_',I {•�. L FROC r40 f A 0F5 FAvL I / i- /F PLAN a. ;,`<IS T INC TO rRsr'..�;IN / sFiEErNa L-cCTir IC.-JAL i'.15E �. DIAC;9!\.FrI I \ I ,...,-,LE:,,...._,. b i \ I i PROPERTY LINE 4'5.00' ;REAR ADDITION CtITDOCR�^_a-e FOUNDATION t MASONRY NOTES: COLUMN SCHEDULE r.-n•3t^x'Fsu +r- I TO AN EXISTING RESIDENCE - r Ie TEE a V ET.TED. MASONRY CLOCK STREN•0TH:i'c•I5C0 R.S.I. - . L MORTAR TYPE T'I'OR'S' �` I!V FULLY C-ROJT_D CC�C<E-C OCK -x - C-I I Ii I CELL W1-5 BAR VES.,AL. POOL E^._I::e.._ O MASONRY RC.I'Y--N G;ENI,' S FOR.::I:D'_'S3.5 FAR DOC'RS �: 9T POOL C•.A'-P.ACTCR / O �- L':fD':F!S 4AVE SEEN RC1INDED L:is iFc NEGREST I!JC4. -• -- - - - I 1 N t(1 I.FLOCK PLAN) i r?I M LY GPJ^JTEC CG1.'GP.:°:c BLOG'C of I I?'•la' I. § § I _ HORIZONTAL JOINT 0-1N'CKKCEMENT SHALL BE PROVIDED (CV.1 I`'101 I=ELLS W'U BAR Y_RTlCAL EACH CELL // ,A-r 1 i • FOR MKS.DEBORAH GINSBURG EVERY SECOND CCUZE rle'`/E RT!CGLLT di MASONRY' --. i 5'IN^ L'J"'l'W'4•- rL'•!C 0 �- I- O O JOINTS!HORI'CNTPL JOINT r_INFC+:^FYIEN':SHALL BE: - '•3 '�' ""-' DATE: 09/30201� C__ a g•C.GRC 'E•A VF'R.DCV L5 0 14' �_. • I STANDA:D 5 GAUGE LADCER TT'F'E FOR REINFORCED MASONRY - I OL.nA/•TO TIE CCuiTEN TC F5ISIN STRUCTUREimmummumnimmomemem ---// --.� I - A. AND SHALL EXTEND-0'INTO PCJR-D CGLL^'!J5. �-. I ;"es0=CVGRETE BLCC.0 LLv 1 I'-� J 7 FR-FA.'E I. A'_L-00 f\-5 APE DESIGNED FCR 2500 P..F SCIL (C-.31 ° t?,FIILLT GRCU�D OC:GR=-BL000 (/�'.FJ�h`I / I Q \` L c \._.-' I CELLS WI'S 9AR VRT!Cd_EACH CELL T•-6' i 1 ,! I i•-s' ?•_I_ / L /- :�L._rVG_`JE 3EARIN CAPACITY. t 1 ZnI ILIA' ..04 'I /�� -_\. 4. I 5. THE OUTER DAo F FOUNDATION ON T EL SH:.LL....-4 I raX.C!PJLLT GROUTED CC•C 1 1 O Y3 / l •T-) l\-` -' : CONTINUOUS AROUND ALL e..LC ti CORNERS USING CORNER C-`-' O CELLS rJ/.'•�c BAR VRi1C••_�--ELGG� �F--` COI I G I"• 1 !I:• O• .. ® yj lO ,�\ / I ul adRS. MN' BAR LAP SHALL B: 30• �I1.1 ;OPTIONAL; I ��'^v�'�,�aSr,LT I I :,,-,I ICI III lcl III lei j I --a 6 BAR SPLICES SHaL!eE A rl\IM r1 AA.sae I - \� ,- -, ' / I I' /.F'.t•:LIO: �l _ DIAF=DER I-• �T-J p I �\ iii TASK •- I (- 0 m ur rO 1(=,1'.; OGLDEGK ,/'\ I. 1 �11 I CLC K MPYJN SHALL CONS T WINJcw MPnlrPcnRERs FOUNDATION SCHEDULE rF'..500 PSI) I I ISy ,kF' `i =1 NT=_RLGaclw „� / i \\arr„� SPECIFICATSCN5 EG=RDIN3ACTU LMASONRYCFENIM1405 , �''� `pl 4J FI , . I►--"TI Ps•F_S 5T57E`I /: •'� U11111 �\ FCC'IRED FCR WINDOW:NSTPL!aT!:'N. I I bYE'twCtl'Ia.0=ONCc e , (F:1 Z. I ,01 M15; oY OTI-EPS/-.. 1. I(_.- 1 SCOTS*D42 _=aw CONT. j °:I 1 �-/� s`""'2 F-na•."•'Qi(F') 1 rW:'a'NAL?~:BLC� G=55J �I /I ` O �� 7 CO_D WATER I ' N3a4TE ALL P FE5 -CHEOK VALr ��< I 6 I j am( G C11 i._ 1 H. -•IMP al ALL HCT CT:TLC'S I\ F53 FL L:TEE LLucc 1 34.4E RECESS cw.G BAR i r - O -I'O I - <F:i CCVT.rScc;{i]LJATIGtiP C: 1 I =-. III GI 1 I \y' ATTACH=D TO v �- FOR RCESSI SLOP_ �` -' (��\ 1 S{\ E:cPOSED P!P:NG- I �.i 51=.L2 TO 7=a X 5'-6'.� 0 i I n I=r \ ,I I) �� _.. 8'Y.11'THIG•�hED E1YE ( ;-I GRAN CRACK B I C _ I V ayu /\ CCN'C_TE FTC.W,1•S CONT. I g u ` ( 4 \ TANKLESS WATER HEATER SYSTEM " '` CF (� ATTACH TO EXIST RESIDENCE _ - la!'-j �� // ®' LL5TH•4 D'J W;:LS+75'CC.. .� -. J _ O I S _•., L" 5-I N.T.S. ��\\} -fs �'-v :3•.s'MONOLITHIC.carer_ ` I a, TR., '1P_^"OVAEL- / - I a� `: OTEE H.1 DLF ROUGP G<- CME • I '/ PLA-E �F') INI AT SFL`LLER AAA C'I 1 -nWI �='R 3/4'HOSE THR=dD-'\ - - --- N�iTE'A' l SLOPE i`"1 .e - u JCUL"1 PROCAT I 4) O T(• I Z I•. I ci4,"ZT '''.43 1I ANDC_ QOaJ ="I I 1 .ALL AQCNC - T Z I i y PROVIDE EXTRA HEAV:'PATTERN FULL OFE'IlSK 1 NCT USED 44 CI' \_I I•CLOC!C ' -' Z�` 7 EL"EEY 1,\^� ^ IR7.P�OCY TRAP SCTEW F=RQJLE i ALL CRASS O C-1 RECESS / \,S• rv-t <I OVJ 1 o_4yo /-CLE.I':aJT 171'4 CP..•NTERS'V<MELD r F!KISN GRADE I III^ -'O- :.P1CLL _ . Y"\ \'p L�W U Q�I Gz� o // '' "_ BPROVIDc LOCK 1NEN C:DI ` / •� [� C. NOT USED I -_ L ^!i0I' \4`�' ' f ry -yi .t/ FN'SH Rdv- NOTV�d`rCL j i�-I`. �.l't l' / '~,J\;HOeIs ."�I�G.� DETAIL F' I ^*� �_\`\/`:4 ! - ; I -4 = 00 I-91 a 3 'L-;� t. HLI I N.T.S. r. '/ / � .__ .`' � S-I ; NODE:ALL FOOTING STEEL TO BC PLACE..CN FOO_R CHAIRS. m 0 W� ^ O 0% y� '( I S Q Z 2, "i l-" a S LL W¢ n -':i FCJ2D CCVG. LOB::SLEEP F-SPORT - Ill BLOCC UYEN Jp7 Y.F_EP✓ER=-RECJIRES a _ � 30' •TI-_OUTER SAES C- FCOT'tn3 7 EEL P. Y /y ^�,t� CLEANOJT IS ` COMBINATION'V V.\ SE':._R SIZE iC EACH CORNER SHALL BE CONTINUOUS USING I 1 Ol 0 C-1 le:PLASH LL(n Zm °' J •-I a• ALB.SHEET •SACORNER EARS.MINIMUM BPR LdF 30'_ I II' 1. g. Ct > KS==` PAVED AREA `-{;I-% ITV BEND LEAD FLA54•43 TURN LEAD FLAS'1NG I .I 3'=_ a' ?'-IE4 I I O �/ U ! _- t" �.1}-� FILL.^.'WITH DON MO STACK II 0.•/ - l �v.��(• W^0)...g do FIL PI W /r 1T'.^L I 11/?' •f 9Y OTHERS WW t,418KIOR INTERIOR , .I - 1.:r. `1.3 1!AL p1 'z!i5 pi FVATION r FI FVATI \ _� I • -m I I i 1351 ' \ `rRT.!iEBAR PER PLAN I I( O i I I 2 Q'I) `iiI ,. c^CFTTa I YI -'Q6O g `sTAR:_EE5 5-3 GG'.cR �..., CE[GFPglJtlllll'I c-' �C - 1 -_;. =rl KREL=D TO TN.,,CEO - �- - ( O NOTE'A' .5 ' a; II CO.PLtG I' -._G WALL (.iC."','.._.'.'vn}•HS''Yr/ I I / _ >_.. •L:..tf.`•irl%i'ILf; f �/Xy-_/� W I. .. \ // D_CUELE MESH ARCAND THE • 1,--ENTRY TTP.ALL A ` WALL-TYF'r'E _R:^"ETER!30.MIN MID '' SLAB • V I I Ir' �• -ogc3 j DEPTH Off SLAB/ , 1 _ ,. I 5 9-C 1 53 64 1, 3.-C. g „Q 1 9-O 5-O C1` i•R. R_L':IN/CC25T3CTICN �\ ..E_FLANS FOR I I I ®� I � uu 3M 5 EEV ROOF '�TTc,t EARS I 10' ;__-_ ._--.Y_ I O R � W CGNSTP.:CTIGN 1 i _ F' GLEANOU I DETAILS AILS j. GSa'D. ; ' = I °I i z 3 L V=-r Sri!: - -- ) Pt.TS, v NOTE"A" �W' ' I I o �aissz. ®NOTE .I� I v:' U w S.-' rc"CV F Sa :7M.LI C a.1"AM rmww n L S�CFc SINK SLOPE ON -4 -� CR rm4J5T to aJr�-e/c IarA*_ I I �CT L POOL0._CK 3!41 87 09 NET 1046 ITV/4 5'4?TF S44E. ,�- I _ - I 10I I = I ® '" FI N-RLC:K!*L^- tl, LJ e PAVER ST5TEY0 A/4'FROM �-` 01 O O Q C BT OTH-RS�• ��L SU® ^EXISii"r LINE / ,�v`RT-REEAR PEP.PLAN nI i-I D O 3 F3 I -'-f' ., <� VENT THRU ROOF DETAIL _,-IsCCN. °I rI ` --'� J ARCHITECTS Os. 5GN. S 1 i N.T.S. i- 0 F: I- i 9i 1 & SO.v <VAC ERR \ i PrR W/PLAN sLC;EJ i •\ _ 0 N. I 1 PLANNERS I i ,' ..4'-6 3•-0• c MID^DEPTH LL - I I DOUBLE MESH AROUND IRE I nw N.W.BOLA xnTON BLVD. ccRpT=TER(60'TIN+MID p •-T'-by' I:-•a•S CRACK CARS I SUS DEPTH CO SLAB) N Y BOCA RAT ON.FL 5345 HATER SE 'J R ^�C C\ti5=T __/CIA i' SEE FLANS FOR 0 N_W F?t!_N FLOOR EL•C'-0' \ TEL(551)361-4115 N.TS. FC0TNE T BARS �'•= -11L1 E-MAIL(557)351-4t;3 I t-J'L O MATCH EYISTING FLR FINISH OR IS*MN. AECV CROW CA ROAD.G.C.TO VERFY 6 I ': MAI JA.OARD-IOAOLCCM NOTE, NOTE"ES" Z 0 W/ TICK COT/CRETE SLAB ON GRADE - j - TO VERIFT 'F" UAW 6`.,S:10110 WWM.PACED AT T4-= CONTRACTORCURB DETAIL CENTER CC_AB LOCATICN AND EXISTING CONDITIONS ;-'07=: I g .. OVER A 4000 VGPCR _ CT t -� J BARRIERS FOC:S DEN5iTT. T4 5 14 SQ REO ST MCDP rD F O SOILS S/000 T.BEARING / I i / 'N R•Ir\\ S'4;- U' FLL',"IBINCi CONTRACTOR TO vERIFY CAPACITY C<SOILS•1.000 PS-MN, 1 I �� O\ ,� L4Y-CUT AND NOTIFY ARCI-IITECT OF -`�'� Il ., ANT CISCREFANCIES CR C-.ANCES TO �, ` (.' y I CE MADE CN PLANS. d I p ��'� WATER S's�RVICE I f;a I / I 0 I �� I. SANITAR7 BRANCH SITES I W I C I ( I I p \o. `5� CONNECTION DETAIL "T' 1 l' LAC,. 1; IL • . R\ / • N S t cU Ur.:-. 3' 0/r 1 SN OR T.,S. 2' CC W W/ JI -._ D CLOSET BIDET. 2' �� ' CL / T' L5• I; \ Z DATE DRAWN. o5;:5 G13 " PLUMS INa NOTES 'l�n°s EY.ISi�NG-� DF,AVVI`I BY: RC_ ` I' I CC"PLT WITH FLORIDA O1ILDN>CODE-PL11-'BV3 AND ALL CTti=4 f RESIDENCE a.., \. I Ar LOCAL CODES N F,-cT. LiAl (50 cow=_sJ C( C[�p gy: ldo ,,;9 1 L 1 COORDINATE IL=RK Cr•T1315 TRADE'l1 TN ALL OTHER-RAVES. T `.4iy, /4 NO1Et 3. PROVIDE A n'N!::;F!PITCH GF!/-•AT ALL HORIZONTAL BRANCHES AND • \ REVISIONS 31,0 EMSTNG '•�• `\ \ S / E CRAWNG S.'75ER ACE SEIl_R LT'lES. \\ LR_-DES'GN A, G5130004 F5!DE`Y•-E a• DIdGRdMMAT!G .r-Q.C�!DE d CLEANS AT TF^c EA5E CK caCH SOIL c•.D'•UTE STACK \ W11111 51 Live 3. KITCHEN F L::-!n�CONTRACTOR A' 2- LocAr C_]• TO CRRFT 151140 i, 5. FR4ti'VCE"FANS C:*�-SEAL!^r ALL FLOOR DRAINS. n j•_ •, LSE.CONTRACTORNEW EXISTING CO-:CATIONS 1�a.. TO OISO IXIST!N3 6. FROv:DE 54=WASTE FOR AIR C_TIDITICN L41T G^�•^.ENSAIS W/ 4.- G NO1110t5 AND AND NOTIFY ARCH'TECT TRAP LOCATGN CS UTILITIES. OF ANY DIYREPdNCIES, T. •\ S- 1-TAD!ES 70 BE i. FRC✓!DE,1!R CHA"3_'FS OCR ALL WATER 5':r7 IFS FEEDING FIXTURES. MADE ON PLANS OR FROIDE'V•ACL:ST E?EAKER AND SLUT-OF VALVE CIA ALL HOSE BI5E5. �-�'11 �- JOB NUMBER: 13-034 NEED CF ADDITIONAL c _ INFO AT!C":/SPECS SHALL 3 A VENT TE17'.'T:AL FPCM A DRd:NAGS SYSTEM S++ALL NOT SE LOCATED II}'a, ('� )� w.) 6E NOTIFY TO PRCH'TEGT. DIRECTLY'BENEATH ANY DOOR,L'1;NDOW.CR^T:._R VENTILATING GrN� -OUP'':I k�'� I 14.f 1 ai �Y�k�� SHEET Na �L��.y I��a I/1 I Cr--TT=AIL D-N CR CO AN N 00, B:ILDti:.NCR Su.:LL ANY 5504 . L ® iY•3 /may FQ L ilAd VENT TER"INES nc Wli.J�?I TEN(IOJ FEET FEET A JTALLT O GV1'S.YH Y_ALE::,.i'•I'•0• - DENT 1 C.L�LE55 IT 15 AT LEAST TW'.J!?)FEET ABOVE S C TOP CO SUCu O NOT 50.1.E GPEN'T:G. I 1 I I 1 1- I REAR ADDITION - i TO AN EXISTING RESIDENCE ROOF.FRAMI\1 NOTc3 -REPA:RNATEi Tr U5S �NCHra� SCF MULE IN CASE A.E STRAP MISSES THE TRU SS LOC.LTION A I:EW STRAP UL'i 4)1/4'X.1 U2'TAPCONS TO THE CONC. LOT.GAs'/TO TRUSS) ROLF Gv-c R-1.i^GS SHALL 6E!•+'E:tGEPT WERE NOTED. 1 TIE z'1 I •]� i BLOCK.UP TO o50-UJ(IO)fi XI h'TAP-DONS LP TO•15EEt I CONNECTION I NC. Er+_EDI -1 F2 UPLL=7 I _ _ (:%D U Iv I F I • .ALL EXTERIOR PITCHED ROT SHALL EE 5:12 SLOPE f1:PoC TT FE IDE511 lO:T:CN DEPTH (bCa.J 7�' 5 I •F(A.No. EXG=PT WErE NOTED. 1 i Cp.1 E. PAR:LLEL FE R^•IN. I Raw !/ FOR MRS.DEBORAH GINSBURG CONTRACTOR SHALL S,0011T R-CF 5 40P D0054S TO ARCHITECT '\ I __:-5_,.. 1 I (� `,r/ FO`R A.FROv'0 PRIOR TO ANY FOUNDATION SLOE POUR. `.•) '�"_ ," S:i.PSGti I _ _ I 1 . El DATE: 09/30/2014 ' ✓ I CONC.1T LTA: I -,TEL ETS Loa. 11210 las. 1 (10)-10,r.I L:• FL13a_^.4 CONTRACTOR SHALL 00RIFT CALCULATED UPLIFT AND TRUSS `� - O'\ D'ROPT:?JS525-- /0' FORCES PARALLEL AND PERPENDICULAR TO THE WALL FOR TRUSS TO I (ICJ-LSO X 1 LI' 1 B SAMFSON - TH15+FEA %7 /�. EACH TRUSS AND USE'APPR FUTILE TR1S5 ANCHOR STRAP 5OTT.CHORD✓r'c,,CINS �`� i .o ICa. 5T5 Lou. 124--O Iro.I EACH STR::P FLL3504 f-2 ALL S1RJCELLRAL'WOOD HEADERS AND KNEE WALLS SHALL eE CONC..B'^. LTA: ' �♦ J CONSTRUCTED WI TH STRHSTDRAL GRADE LEER Fo'COO M,N. TR:iSES SHALL BE LATERALL�BR'r•="5114 CGN'NL.xLS 44 TR55 TO 5`1PSfal EACH END / ` (•- ^•i,vRV F3.=OR vOKvAS GURU M=.`tE{R AT G'-O'CK I - 5..0 r. _ bs ' (5)TRIOS r 1 Ir' FLiI:IE I p /(/ FROTAD 4J 245_LDS(i-ti COO MEN.)AT EACH 5EAR.hS PONT O F rn:•r.:FASr_NED TO TOP EDGE OF THE EOi-O 1 C.HCR7 ri•\" I LGOJ?^I. HL:A I - �' -^`^' 14,4:: a.1 I ea \ s �Y:� /. ``.� HEADER ID II)TR.55 STRAP PER STUD(TOTAL OE 3 PER SEDEI UN:-Ed CCSIMON N41_5(03331'DIAMETER ET 2 V2'LOSE.LATH A ! , 1 TRUSS TC' 5J-TPSON' a I I [l0)-Ed r�1_- 1 IUi) - I, r-7-- �I� 1_- -TRH / r� I All STRAP RATED UPLIFT CAPACITI EIR0A55 N5 THE TOTAL UPLIFT 02:.1•D•GMETER FI:FL R' `NEADJ AT EAU INT_RSECTI54. •D F i - 05,L^a. 110 foa. 'ICCO Loa.I EACH STRAP FLL^-:Sa 1lLL�11 -•.y U I 1\/ I i.1D.7D E: H25A .1-.',.. F' OF SEARING Fc%t•TR.S;.ES.IE:i ERI^✓R APPLICATION ONLY/ a,BOTTOM CHORD LATERAL ERACING SPACE 5.1GLL?.E I 1 IL \ I. .I'I I_ T •I Ir%.,I _ 1 /A ( I\ CONTRACTOR 5-1ALL FROVIGE T:�CHORD 7Ri!SS ELOCKIN;:.`I T•4 TRUSSES LOI.G.THIS LATERAL ER:•Gn:a SH,:.LL Ei= /`' _ _ - - - - I I,D- -- _- ' fii ,. 2 / / I \a. \� RESTRAINED T EACH-END AND T 20'- W.ER-A_5 WOOD ) I I !1 I I: l{ 1 \ \ .. THE FIRST TWO FRAMI:G SPACES TGP CHORD E OJCLY SHALL �\/ I I /� iL tt i I 1 I -RU 5 SHALL B E•cACED U ERECTED 24 I I �^N i F. E _ Y -• ,• EE 5+D SIZE:S TftJ%TOP CI».^RD<C.+ELE E`...SJ ,�OE/.hCE IH H THE•TRJ 5 PLATE NSTIT'JT�eR+CI:Y © _� D-__ J E i 'LIB 1� O '` _ © (� \H/ /_ •`__/ •`` COiTRACICR SHALL P00.IDE P�RN T NT LATERAL ERACUG WOOD TR..ESES- ^^1E5TAR7 `D RECG:-IEI PATIGN=. 1- (� I. v � AS SPECIFIED ET THE 7'R-'SS aNn I`E."0NG.SEEN 5-51 E:JT-l5•�Rr-GINS IN THE PLAN O-THE LEE ma-reERS: ,I\A;L SUMMARY SHEET eT TRIES PLATE INSTITUTE. ® C1 l I is N �' i e�. 4�A-N1 --- lrl I A. ,HE TPJSS FAaR:CAIGR 5:.,1L PfCivILc AND LOCATE CC ��( f,��••, I I.,y 1 `� - TRIES C�PANY SHALL PROVIDE e•UDE MIN.VERTICAL AT ALL CONTINUOUS LATERAL F.-RACING FOR EACH TF555 LEE ROOF 4 WALL 'H EA I k INc NOTE:E: `/\-E.2.D23* ., I. AMI IIIIIMIIFI11U.23 E_AR�a CONNECTION. M7^£ER AS REGUIrc-D. I.ROOF SHEATHING S:YLL BE 0/5'50005t•@ 1 C-D S.04T41Ali GRADE PLY (I1^CD 510 0TuR.:L PANELS/ `�-- : - E. LATERAL 5R(.0 FO-SHALL 52 RESTR:,I.ED el 30' _.._ _ _ DI..:,.R.,.BRACING er-w.2•THICK NOi:NAL LU"ISRJ- INSTALLED 51 14 LONG DIMENSION F S.100 DICULAR TO ROOF TRH:S TES AND LATH END JO:\TES ST•+'::aER D. A -CUTER BARS CF TL-BEA`t CR EGND SEAM THIS ER CNa IS TO EE CLNTNADUS. SHEATHING SHA L eE FASTENED WITH i a RING SHGNK NAILS SPACED.:5 FGLLC:._D: 1 _- G \\\\\�,\C;,) O I STEEL SHALL o CO76W1.1S ARO.'ND OOP IERS _ _ 1 (-F-�_:-_TALE. _�I - • T A Na I E G. A MINE+rr`1 OF TWO R.A.5 Cr OT C._.LGE 11515E 15 .•- ,T, a-5 USNG CORNER 9PIi+.MINT-AIM CAR LAP GOAL CLOSEST,PIE AT EACH CATIONS.L.=.5 nF't.'P._-R _GtiE i 6 2 (`•O/C AT EDGES ARID In:cFC'cGI..TE FRAZEA`i,J i � E- 4'0/C AT EDGES AND INTEGy'=GIATE FRAMING 1 1 _ eB \ 4 .2.11if,I`=. CLOSEST TO EEAR,N:a LOCATIONS. •O/G AT G0 YDARI=_S J 4'C/L AT 6C(1NJARIES 1 "1 I I I ='A 3 INDICATES FERIA/ENT LATERAL ERAGLw.a •` 1 I'�•.••• •.••• t0 IX2.0 DLLPHRA•A 7'+.'A:ND 13,-N IRO SHEATHING SHALL aE 0,._ATE i0 A MIN..i NOMI74AL 15,00 (•2 SGSHER4 FINE Q _ ` fl I f 9U ___-�� At WERE IND;CATED CMW.20 FT.INTERVALS) TOP CHORD eRACLNG: op r'-^'r-' •S Fte•V"iu lT-'IFoTN EQUAL TO OR ONE 517--G¢SATERTHAN THE VRE49ECiIr:G TOP L4'.rF"v�J.THIS ------ "' -- �-'-1--��-_-' `'`a- A IF FLY WOOD DECKING 15 APPLIED DIRECTLY TO TOP STRL'CTARAL 5IE-FASCIA SHALL EE FASTENED"J'2-:Gd N=1L5 AT EACH TRSSS. - .,.•••`.4.' `1 `,,. € CHORD,PROPERLY LAPPED AVD NAILED TO DEVELOP �my I ----C':G-: - `o. I �§y -6_ DIA.ER'4A-1 ACTi0N.Ps"CM.-IS NOT REDJIRED. ROOF LOADS L I i I'` �.LCJ ` fA-- J I +-I' W :-"^ NTRJCi I SH=ATH INC-r+(T._.5) I < � S IF PJRLNS ARE USED.DIAGONAL TOP CORD P ',NG ROOF FRAMIr:!a SYSTEM L"AS DESIGNED FOR THE FGLLCJI.w,:LOADS: SHALL w SiE'CDX.EXT.PL T LOOD I .:' 1 l TTP. tS _ 7 I U NOTE: - DEAD LOAD•DL•25 P.R. UPLIFT._44A�PSF. AND 54ALL BE FASTENED WITH IOd RIN:u SHANK. I I':---•'. dO y I• 0 T. _ Z `3--- c IS E SOI)IREC ATE CH END..?_CO.,1.NG EXCEEDS CO •')-.! os' I CN. L 10 par,1 0.40 LIVE LOAD DESIGN RECJIREMENT FOR THE FEET IN LENGTH,DIAGONAL 5RACIY,a SHOULD E.E. LIVE LOAD•LL,.30 P.F. LESS••10.0 F.E. NAILS:PACED 4'o(c AT EDGES AND 1 I I i;v-'!' i . -- W Fry- _.0`£ EOTTCM CHORD OF THE TR,:S REPEATED AT 20 FOOT INTERv:•LS- NET UPLIFT••34_J F'S.`. INTER-LEDIATE FRA"115. o.c AT EOUNDARIES •`••�' -5 - F T,(��'. - Et GAIT. I L.:'--,..._.A.._�.._ :t:Iii. 4,_� r•'•✓,TYR Il;I, Z�] - CG.H.SAFE LOAD TABLES t -,.,FrLUCH- 'y (F�{ to 0Q ::-•:•:::'' (Yc.-ti=TLO:Gra:`U,/� )i ' ! 1?I 0- .i.'- OW U¢FOR GRAVITY, UPLIFT 8: LATERAL LOADS ~( -- - - v\/I 'i ui_ ~CC_- SEE CALL SECT:a:FOR CTRAG _.1.-- I:"a= --fF--- 8" PRECAST&PRESTRESSED U-LINTELS 8" PRECAST&PRESTRESSED U-LINTELS AN:eG:FRANK:FOS RIRRILAti ® I I fix•\ ��`_� I I •,_ (.1 �c I^ QZ•l�=•`y" CCNEC Gc L. `i C"rn4a4n GRAVITY I t'; UPLIFT LATERAL, MN.2X<PT.5100 ( 2X 0FPLArE1 0 <• ItIF.-- - - I C\ {_� Q�1110 PFE ItFa<]..ru-erdataIs •(t.^-EtI -' T'IFL EI.:I2-IE IL-::6re.+l J2 :W h: Itl '0 TRUSSES a-GALA OL. (CJ.�R:•^.iCf<i0 rR AS:Y! ('� _ LEI.;T•. RUE `__ r2-ci.R-2ia-la2 re.-7a.4-.....a.e _ ET T.25i"u'.V. 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GET' xE�FuT C:tGS. / I TOE EAST Fes.:L1':e-FfO'. i i l W� lljA IAr 1 I I- -Ck_'" +'-5'(56')PPE:ASi Io511=-1913 3 t▪ ,C34 Y o i I'- -_ +-..-t56'>PRECAST ®I' r I h-=) - __Li® E y.6• ' -• Ft.:EE_.'.�-CCM'LLTy s I _ a. 1-1 I-� i r Q Q 11,33117, ®® � AI AlkAli MI- (L23 I)al -_ v 3a26113 - - 135 IHP.la )1 Zlri 3741 31 No..„.. _ _ - i �01 __-_t•J_-_ _� _-_ _-_-_ IO� -a�.? -4'(5<7.xE..••ST 1124 --Pe'1353 a a I I< 5-1(5<')F?.CC:.T1 ,]n3 i 7 1.- ^1 z ' U 4t " iI i�Y\'R-II...LAUD,:CR ® ® I �aI f,1 I i ® ® I--, _ :S FER B._fvT CA_LS EXSTa`G c5; 3 Iz7e- �4 I'.� a S I•z) I- 1 5 10'C7^.')PRECAST `i12 r-�-- I 5'::-(7D')r?ElF•TT d,a LOTTOTI -r- -._---.- I 4437 I ) ®® 3 I+Li ® 2--.`\ _ _EL. S-O' 1-I z I p'i I 3 'S'. -I I s1141,120 •�I< ® •'/'Uy7ED Gw F.E.TOv • N-EXISTING iR.L:_S ' ECU-_ I cCJAL .y1. 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V374. 37•= I ION 13i< EN F.COR AND JI:( 1 M1:1 I 1 o' 72'-O'<744•J PPLCNST 434 i _ 12-:'(14+•i PRECAST ', _ NEW \ E 61C.':LI•::L EXISTING - ,f d- -� .1 I ( 35„1 rum e I ®®® FOS=SELECTED 57 / %5FOCi- `.J ` • <..{'F�I m 1 [- _ F44 FLCCF CGNTRACTORO.ER I FIN RCGR '�f I_ /N 33'-:c15c')PRECAST n -c 1,Pa _ -.I z� y .- 1- 302 39e L - -- - --'- 5 I \. 1I c`i•?1 I'I ,( Cv> 302 I_ .4 1 I 1 I'•- 13'_:+.IcD')PRECAST ®e -® O O O G' 1Ir','1 Q�') 1 • I 35 a6 I ID)� 5 3 >2 ®�'3' •)'® - - f\ Y -1 1:'D'(165'>Y CAF 3..a i . `WB; I 14,171.I s I 14 '-(l53'i PRECAST rec®ismesm„;- 225 ice � ' rl �' J i 1 VI I [�{j [f\/ • 7<-Et17E')Pk_::F_SSED 7.R I-775 I 'ti I I H%-e'176')PREST.ESSED ® 3571 TIE TO. IST:AG fi_� ^N Ili 1 � �I I �.,C �V• • 1 a65 705 1]70 • 12 1 5 ®til® ®® TIE TO 1,O4 G \1 1 / •1 1 / _ • ++III I I - ®®®® ,cE FG:0JLTICti FLAN C71 I 1: 1f I J f-'I ARCHITECTS 15'-4t1e4'>Fr.ESiRESSED fLR I ALGA �`.I,n. 1 2 , IS'-a"ls:)PkESTFY5SE4 ®®IE,._ , m_®-L7 1 , (,, 1 ' 1 , { i L]L\1..11.1Q/11iL.1J 17•-4c2U3-)PRETTPcS.ED R1R.I .' SN I 1 I I 1 I IT a"CP3)P.ESTRESSEU 75 I: I I P.a I ®®255 ....--- 1 ,�/ 1 WI I%1//.// ,,,,,,4,,-;,,,,,,,,,,..;;,,,,,,,,. �j\ ,N /A� "•' Ia u I ,a I I i s 1' 120 1 sr: NM Ii 19'-d.cx)PFEa.:S-SD f.R IS <.232-)zPE$iRL$Sc0 ftR 204 ,C PLANNERS • i 24A a. I I i _ ®�f o ® / I I �� I I I✓a MT I I P Ia5 I. 2 3.i ] 52 ® CUT CASING CANT. ,C ,µ. • 21'4.25e')PRCSTF.ESSED fLR.I 1e, 6,0 5 I I . 21'-a':25o')PFESTGESSEp ®®® ®®® I CONNECTION DETAIL TH AREA AS NEED IT it, 3103 N.W.BOCA RATON BLVD. ' v REIN.. LSTFG l j \ II 1 SUITE BS 1 G• T 'a cEXI.v..^:cR \i.1 6\ BOCA RAYON FL 334A 22'-U'254•)PRCSrPESSCD I1R.I 'env.. '�- i 5 Ear i 1 - 1 ZE'J'<2a4')PiESTFCSSCD ®® I 7 I ] �® C-� SCALE:1/4••1'- "Y' /11 -<-0126s',FSS,'.CS;ED N.R.I Is+ 70 <7L 10 I Ion I,-] A. I c4'-)',Eea').RESTR:DED U24 1®2 5 ) ®®® \- TO VRT EA:01G ^/ 1 131 C"N7T4'a5\71.CT. •/� ir� N' - AR.+i c..l. r'I TEL 1551)401-4175 -4175 EXTEND E-MAIL JAOARCnL5ADLCOM I \ IIA0ED TO - NOTE: 5 /�� TR :76 AND S('�/1,-/* U LIF G1TG01T0 10 par,MINIMS:LIVE LOAD DESGN REOJIRE)ANT FOR THE EOTTO-I CHORD CA THE TRUSS rr,� RKF DECK..CR `SECT RE02y.T I \ EASING TRJSEIS ,O.j. B?TN. PRECAST E PRESTRESSED LINTEL SCHEDULE pa rPICAL 0`•r /• t Q raNSOCD 1 r'% I PRD,'DE:X4 /b� 2 i( o FRA2 TALL AT E2CH ENJ :AI 1 P Z C A:O(_'E-'/GALS NG. O m 1- R 1- ® ROOF PECK \ • .e Y p c5 6EFAk AT i4 G a5 REE:.k FT 155 _ 21.5 f5 F;.2 AT 15' Dal STECCO CN Mi._1151 A AO PAPER OVER r� `�,d / 1 45 ROB(*AT IDP I C.TNC.FILL - $nC7.k tK«:. EXT.SFE TPI:iL II:•ul.LTUD \SOX TYPE CESICAS,TION ;I Ecw.ru- SOC:LL SEaION Fq�FryF v -- I� -.FILL=D C:1TH GR.^...'T/U•lit ILLED I- CONC.FILL r I = <5 R::.ck t r TER = E tl5:CE.Y a7 ,0A `^-; _ 2a5 PCIST;ni TG I ' I.'ITITY GF 5 REEAR AT _ d I - CD:..r1LL - ati 12' �EO-TOM OP LINTEL CAVITY as=EN:..¢Al ill M BN 2 DATE DRAWN 0S2:l7015 NOMINAL�t_I(7-il]/i i G 0)1 - •5 FOLIO AT 10. - x5 RED*,AT IS? F 2t5(li.B:.a AT IS? WIDTH J L GUAt4TITY CF'5 - SRC; „ c:yi iii CAM - DRAWN BY. FEEL NO-1. HEIGHT-1 REOAR AT TOP - 4 1-'✓1'CLEAR II @� i Damr IL! El EriST I-STORY CHEC6'F'D BY. 3Ao s REeaR AT TOP ILts:_raL V j 1-YI CU REO'G �,I t{FEG.F A:B311LL•t e5 kC['LP AT FDi1Gn <5 RN- nr Bar Len :5:Os,AT;mro.+ CEiS i2E5iC E\GE • CML. �- Cr LIMO.CAVITY I P, D:_TEL LAVIIr C Li/Z.C4virT w- U LINTEL aNNTT REVISION& o a .: e• IDnr:.c v137.• rr T :'ROUT ~1>•va•a:, f 4i`D lira Lo-ltE'. ?RCvi'/U I LInTEL ~Ir-vc^�<Liw,PF3VIUC IS IDItiiL DY'G:D'Itia_l�1ii�+ I Rv-DES=N AA GSJ.O!'014 Z \ U'h-,,,.r l7 .':F:IES) .1Cl1Il n::r,,,4; j:-va'1[iPa OOP l TYPICAL S.NunlluL v1Drn .',1,3t e•AD+'OAK Taub; PLIES, e•r1GD:A'SIDN VAFICTI 2- • G LINTEL C.TI G 1 50ND SEAM(55) L-I L-2 L-3 L-4 _ _ 3' III ..,__ .._____N"RTTG1 RENT-LC'F,C.ING I 4.- 1 i PROVIDED IN LINTEL Ul/GONG.FC143,m00 psi SF8-15 LINTEL '� I �_ ``u 5.- 1.35.ACTULL r VARAESJ SCALE:JAL'•I.-0' (NOTE:55E 5.:15i 5-4 FOR DETA:L5 Av-.Ir,7TE5) JOB NUMBER. 13-034 SHEET NO. = 2 REAR AIIITION TO AN EXISTISIDENCE • UTILIZE FAST FLASH•45 A LIO..110 f FLAS4!`.G MEMBRANE IN ROUGH 30TTCM C4CP.D C. - I 'FOR:MRS.DE8 GINSBURG CPEN!.N:6S.'PROSOCC CR ECJAL' TRUSS(SEE PLAN! STUCCO CN QJ3s' Tr4•BLOCKING AS - 04 DATE: 9/30f201 • RECJIRED '�'. I 1110 CCNTN.C.'.N_K BEAD vSL�� L BRICK MxC SO.ND NSU!LTICi CR •T�; LSE LAYER CF S.'?.' � _ ' • _?. ./ R-1!INwLdT.CN - {. G`-PSLF WALLeO5 - \. F Es'T.DOOR / / F RECJ!RED,SEE FLANS . I. CI-ORDE.TR BS WIT,. / .f�'ATTAC C.70 s..WITH I' -J •• - 055 LATER CP V1'C'FFSITI L METAL SCREWS 'A /, / SIALLBOARD APR..ED SPACED S'O.C. 2/ 1'I�/// /. PARALLEL TO 54054 51DE 0= ry`. .// I_ HETGL STUDS AND ryP.\ER -.—3 IC'OR 6'(SEE i1 rJ '\`VI PLANS).5 GAU_T :� I \� 0 7 1.::OCD SCREW L3�MN EMBED. TRACK W1T4 I•TYPE'S'METAL ! f !.IiISCFcELLS SPACED"5'OC GALvANITED^^_TAL [\� t.l ill .C•O_'..'_LD AND 4'FROM EDGES it STL'DS AT 14•C.G. ` j \�, VESFT`IN.RENETRATIOS TO WOOD PLCK FASTEN TO TOR AND �-� I�\ FER FR^D�T AF'PRO`/:1t F.2?'i f1=\t..-. PROVIDE u"JCO ELC/KNG FCR I I BOTTC1 TRACKS Wt4 ' \ �'—:U:'G`J COG:.JAMB 'WALL MOUNTED CA"„INETS I I: TAO•1 TEC SCREQS !:'GAP.6D. —/ / / \\\y:Irt —L^•CEMENT BAC'�R PT.FURRING �' 3:16'MIN.% MIN.LONG'TAPCCN' ,- 6CARD AT WALLS / \\_ RECE5NG.I LE..ND SCREWS INTO CCIC.BLOCK o:4' 3!.1'CR 6'(SEE PLANS/ �: W LL 4EIC-4T AT S4CJER WOOD CAST* \ OL.I?.?'MIN.Et^ED TO CONC. _25 C-..v.E I WALLS `~ N. A.T. eO 55,4 TRACK.FASiENED I' '" —DOOR D.� TO SLAB W/I.FOLDER GCTL'GEO 6 £ ..i_ FASTEN^_RAT?-CC.HA141Ti0t I' 1l ALL BASE PER FLANS , -` CCI:�RETE SLA-. 1'v' -{!C /W, =5 �• NOTE:t:RFT'L`4 DCCR HAly0ACTL'ER I y I• L 0 ,..'.., FOR 5.5G,-IC ATTAC-"?.T 2E005551MS. • - r 5EE HA IP.SPECS AND PRCDL^T APPROVAL ' n . .• '_Zu W N 2-='U<_ �3 IOW YU T`n.o i_ o �£4°a T`r`P. EXTERIOR DOOR JAMB C INERI®R PARTIiINN Io �� = r20 SCALE:F. SCALEI.✓.'.I'-O• €rI-ZIJCONNECTION DTL. a aF ui6 Q'�Z} j--r2 QQ sK I W Nw ,i:_ ; vI ExZ No g-s. ',4•P.T.WOOD muse. -I O I'C; _ i • FASTENED TO COlIC. '4 s _ C' _CR MASONRY FLOCK sV WITH 1 j RTzJ.MATIC /I� i • C£u I:4 SP..:DIAGONAL eRA.CNs 1 NAILS AT 8'O.C. -„..".s FASTEN TO EACH TRUSS EOTTOI9 Ct•L :t:.'...,.,; I I _ • 1 oR T•-PICAL RGCx CC45SRUGTiGN C:".CRC C9TN TWO 10d NA.L:� -I.. �GYPSUM O -_ `�,I:::*.'.::.. U:5LBOARD ON P.T. METAL P.00FC'tr-TO:"LATCH EXIST7 (ILK,."AS PER A.L=XTr R!C4 F.�'L S:+EAi.JIy _ I .i FUPRING F^CDUCT AFF40VdLI C cR STICKY BACK:. Z^/_C 9FIALL BE 5/8 C9X EM.PLYWOOD A\'7 SHALL ;a R • I 571YCO/CLADDN' LNCERL.1HENT OVER 3O•ELT TN TAGGED-O S/5•CDX ME FASTENED WI 4`Off R!NG SWAN<NAILS t. C TRUSS eCTtGi.C4CRD E. GRADE FL ILCOD CY_-R APPRO`ED PF..AS.LLD. SPACED 4•o/c T EDGES AND INTERMEDIATE I _ _4 TRUSSES AT:4•C.'C.MAX,SPACING(SEE HOG FRAHNG) FRGMCv.4•o/c.^.T BOUNDARIES. Iw„ =1:T. 1 FERi,„,CA,f<NG 7 „ - FOR NAILING Z1.IE5 SHEET FOR Ft"WC D ATTAC:C'IEN T) z I S jyc _ I 15551 AL) !/'s ' ' I:=ILIZE'FAST 11 D 8 l aO ••= u' LFLA54' l ICJ. 07;V 4?5 I :f - A LICUID FLA54NG 'n4 SP.':LATERAL 5RAC Ids -,` MEMBRANE N K.4 FASTEN TRUSS TO CCNC-TE WG L (FOR •O HA I I AT 6'-O'C.C.FASTENED TO \ OPENINGS.•PROSCCO LLRRICANE STRAP.SEE 5.3 STRJC ORAL ',EY.ISTNNG �--i EOTTC^:C2CRC C.EACH I CR EQ/AL' -�� 1 P^GT —FREFAS.TRUSSES e'er 0C SET FLANGE N EEC CF ROOF FRAMING ADD Y_4EDJLESJ 1 ' — VIT4 TWO!Cc.NAILS SEALANT 111 `\�, `i Ik4'LATERAL ID 5RaC4'G T a G 5'.D oc �l.L �aO I.I 1.I INSULATION R-30 T _ —�-I— TG;'f 5E4 : - - ■�'�/ OR:S=2R EN_4,aY C..LC5 �nCH •E III I •1.•`.'• _�•OR�'GTPFa'l'T LN. / S. \ !]l�l..l 111 C,�1 S JOINT AND SEAJt FILLE. WALL_OARD CN P.T. FURRING GAL`J.rfTt.GRIP ON T ,�7�T7�T �!� /�`' I'.:'P.T.NAILER 04 / >/'• i'y \__TIP CL'G C NST`c ICTON PLANNERS ;.A I,'-."R.AI_ 4. 1 } DIAGONAL Z'a WD FASCIL TO TY J 5'DRYWALL ATTACwED TRUSS BAGING SCALE:1/2•.I'-O, • -I'r4'P.T.WOOD BUCK MATCH EY.IST IG / P ; —iOTtLSSEs FASTENED TO CONC. STUCCO FN.SOFFIT CN €�' \\ TOJ N.W.BOC'A RAYON BLVD. UTILIZE FAST FLC54' -�� • CR MASONRY 0LOCK SELF.Fit RNG HTL.LATH ' FRONDE!r'P.T.(CANT.) SINGLE Q$ I \ \ .IRESTOP -T CEILNC,L-cvEL R'EL RATON,FL NM A5 A LIQUID FLAS-H,G —C : WITH 1 i•PNEUMATIC Wr 3'CCNT.SCR.vENT j \ AND AT 8'-C vERT-SPACING "'-- • NAILS AT B•C.C.MEMBRANE IN RCJG�; S+- TEL(551)5C1-4115 Y - 0CCs'BED N SEALANT CPEN:NGS.•P405000 l / ?! �.__ FAX CR EQUAL' /;i 4 (;YPCAL/ TO HATCH EYISTIV, g®� \ FOR 5EA^.(SEE 5.7 (561)39;-4173 CANT O.FI. _ FOR SPECIF!CLTICNI E-MAIL JAOAPCHCAO'_.COM ZY4'SP.':CROSS BRACING STUCCO CN 5'CONC. �' \ Tt STUCCO/CLADDING I J.1,1-wp 5L0x 3 \ ----s_rLEN STOP` INDICATES ROOF TF7i55E5 G'0I �--11 ICJ -�' �-""GOMAX. _ O' ;J /-'• B'CCNC BLOCK WALL SEE—� OC W, D dT-= / O PRE-CAST J4DCL SILL FOIDATICN PLAN S•1A•5 E. 0 �9 y\ •S / PER MANUFACTURER FCR FILLED CELL eeACn_ \ R•4I NSULAT!ON CR A S 2 INDICATES(2)IOd NAILS FASTENED yII' ,BMOC ImENDATION AND 3�' W PER ENEEY'r CALLS c I TO E`ER.T INTERSECTION CF TRUSS UTILIZE-FAST FLAY'— "'tI-!'-'J' PRODUCT APPROVALS \� m e SRACING AND ROOF TRUSS \ /.-I 0 AS A LI4VID FLA54inG �- `�/ MEHBRAN=IN ROUGI-. \ SEES_ \ GF'EN:NGS.'FR05oC! SLG:-c —-- 7.4 LATERAL SRaC!N^s CR EQUAL' t' _�_ d VERY BARE Fc R FLANS S f0 U I N COO.FILLED CELLS _TYPICAL APPLIED WD. r t f/ LA=F'ED 3o. BASE SELECTED sY STUCCO)CLADC M L'CR D GYPSUM $�: /, W<LLSOAR"CN P.T. u CUUN-cRKON.RACTCR. FURRING Mill / SELECTED FLC'4 CrU I ; COIrRV TTP. DATE DRAWN Ds;:sQQc 'PRE--CAST WATER- 1 IR'REC=SS WATER PROCP IL^JDCJI SILL STOP Q I _II' / /, 4•CCNC.SLAB PRCMDE SET IN RILL BED a \� ,1 / I —D'S.LE.u1RE ME54 FCR DRAWN BY R:_ �.�T MORTAR ! / / 5'•0•FROM EDGE,SF. GROara B"'tAGINr scIAIL \ of 'SCALE,I,^I'.I'-C'- �\1 #P• / / / 5.1 FOR SFECIFIQLTIDN) SILL ELEv.0,0' - — - i®i_ SEE CHECKED BY• JAO 731, -,--- „ =. ._. D?4L'Sic+5 FnIs4 FLOOR .s REVISIONS FNIS4GRLDE I*/ �• _/� '.'/`� L PE-DES!G4 A.-AL Osc-OROu A_SQNr'( co�IsrRUC Icy . . w,-1 /, �U�1 �1 '� CNN 5.,FCR SEE SIZE •aTION .� �— CFEAITE TREATED 3. IN�IALL PER • 1A/F A IH-G04/ <NS.IFRF:G.SIZErREA. CLEANCCF ECPoIL ? a.- 5. JOB NUMBER. 13-034 5 TRUSS BIRACING DETAIL TYP, WINDOW EL. GLASS Dr?. I TYPICAL ONE STY. WALL SECTION SHEETxa 5-2 NOT TO SCALE �,-� AT C.B.S. WALL CONNECTION DTL. �_/ SCALE .T S. SCALE::'.6' _ �, I -- REAR ADDITION 1 I1 TO AN EXISTING RESIDENCE 1 — GENERAL NOTES I I 4 - REINFORCING STEEL I 8 - MASONRY WALLS F'm = 1500 PSI _ 1 The following notes are applicable to all drawings. I Reinforcing steel shall conform to ASTM A-615, grade 60 (U.N.0.) end I l!� �f,\\ 1 the Centrector shall obtsit latest sets of drawings including any revisions avid verily all I grade 40 for w3 anr, smaller burS. Mir:imurn lap 48 diameter (U.N.0.). I .. _„.,..„----.A,,,,' t / �� \ FAR:AIRS.DEBORAH GINSBURG 1 Bearing: Mosunry stow^ -711Tr[Thl ! •+ in pan shall be erected prior to \\, ;`f \ ��\ I dimensions and conditions before starting construction. Weldedl ASTMI ti -- I The Contractor shall use materials and employ construction methods in order to comply l wire fabric snot conform to A-185, minimum lap I structure above being poured. \ D?.TE: 09/3orz01a 40 shall be 8" (U.N.). Welded wire fabric :hall be platted 2" below top of slab. Mortar: Conforming ':o Asia C-270. Type M (2,500 PSI). SHEAT"Ns T °,waR'c�F I with the drawings end specifications. I ! 1 S I I Rzinicrnng that s tided shell be r;eldab!e type, ASTM A-706. 1 Masonry Units shall ::onforrn, to hilt C90, Grose 11 (F'm = 1500 PSI). ti� Any deviations must be submitted in writing to architect for approved. I Grout: Canfanniro, i; A,,➢7: C-476. - S CCi-1 RE551G:I:E3—'" 1 All work to 6e perormee in accordance with all epp!ic ble state, county, and/or municipi:i I Fabrication and detailing shall conarm to ACI-315. ,, ,. < i SLCPa.--CRVERr ,:.. DI.:-.ER<==NDNAILED Lam' ••I':•v 1 g t cCANT LATERAL E.R:L-L r- i TO o' _.:_�I vc Or - cod=s and ord:r:ances. awfor reinforced masonry w.;fs boll have o sir?fig:h of 3,fi0L PSI at I• `BTOFNAv_NT I All accessories shall have upturned legs and be plastic dipped ofter lubrication. 28 days and a ma i;hum aggregate size of 3/8' :v/a 8- slump + 1". E'L" r\ LATE RB.-MOVE-t.NT• I I Structural drawings shall be worked together w/orchi(eciural, mechanical & electrical ? 1 PI l 420. C. j/- • 1• drawing to verify dirnznsians, locutions of depressed slops, stoles, drains, gullets, 1 Reinforcement cove; shall be as follows Masonry constroctior and materials shall conform to al requirements of _= 9 P' f t i- (/1I r ' rt-CC T LATER.L % ) \ recesses, reglets, bolt settings, sleeves, etc. Discrepancies shall be brought to the Concrete deposited against the ground - 3" "Specifications for Masonry Structures (ACI 530.1 /ASCE 6 /TMS 602)' published ', DIA;C>+ALSFOR-;I v/ it / BR;.C. I 5R�.!.:.G EI T 1142 11 LOCATED CT:CR \, uttzrtic of the architect before proceeding with the ,tok. , Formed concrete in contact yr/ground 2" by the Amer•_or Concrete institute, Detroit, Ilichigan. :0FT1NTE s - l�- NEAR =A.EL - `—� I I REPEAT AT 501, :��-i\ PONT rib'TO G' • The structure shown Si These drawings is structured),sound only in its completed faun. 1 ' Slags on ground (bottom) - 2" Reinforced masonry walls were designed in accordance with ACI 530 /ASCE 6 / i E.Y..5 ll jH�..I�l • !I .., The Contractor shall temporarily brace oil earth, forrn>, concrete, steel, wood, masonry, � Beams and Columrs - 1 1/ TI.AS 402, Specifica(:;ns and Commentary for Masonry Structures. F Ir r I : l .9;iG,CHORD to resist gravity, earth, wield and construction loads during construction. I Elevated Slabs (bottom,) - 314" Cleano- s I i - °F TR.ISE=s rTYPJ ! openings shell be provided et the bottom of ell cells containing reinforcement / I' All details, sections, and notes shown an these drocings ore intended to be iypicatTcnd 1 i 1 and any overhoogir:g mortar or obstruction shall be removed, and the cell muss be i I^�.l = shell apply for all I;e o1 sunilor situations elsewhere unless otherwise snow,^ or noted. All t r"filled solid With concrete in lifts not o exceed 4'-u ih height. ,; MI, ,_ , _- sirucfurol openings around or affected by nechanica. electrical or plumbing equipment 1 General contractor shall submit written certification fro^ masonry supplier r ,1 1 y L shall be verified with equipment purchased before proceeding with structural work affected. I I —� pr _,.;.- 1 S - WELIDING indicating that materiels comply with these genera! notes. E_�oa Contractor spoil submit is the structural engineer for approval o drawing detailing the i ! y p y ! I TRUSS BRACING DETAIL (. W =s.:ao opening, location(s) end size prior to construction. 1 A.II structural steel weldin shall conform to American Weldin Society I N`T"s" illl U No penetration of an structural member not shaven on the siruciurel drawings will be 9 9 y Standard D1.1, fates '' alloed without priorapproval of the structural engineer. y 1 All'tstructural ostec rind reinforcing ng steel elding shall l welding to A'tt Di.4. conform r - 9 - SUBMITTALS uaoT,m.u..55:;_cn uw..:ED.ao..RCTEDINL:Cem�. Z F K bz • steel re d g electrodes spa! co.t c,: t AIVS A5.1 c; Ab.S W Unless noted, elevations shown ore to fop of beams Cr foundations. I LATH THE Tr SPL:TEvurlrre r:P,eRacc ee. r S s: e e ! E-/tiyNY. I • -I CallENTARY AND RE;....ri:..%•T4;w:5,5:51-CS.SPACI0;N THE 0 g Unless noted, sabm t slap drawings of all fabricated materiels for review, 1 h Submit shop drawings for items: 4, 6, 7 (woad trusses) PLAN OF r�LSB:u-�Re: z Z- ��C Field welding shell be shown on ereciian drawings. 0- Design drawings sic not be reproduced for use as chap drawings. All field full penetration welds spirit be inspected and tested by the Recognized testing I Submit concrete mix: design, TWETR:55FURhTOR54::�FRanOE:...Lcr.:TE • -W Va told>, All required testing eperts shall be available at the j:•5 site. g `ubmit lobo Story reports far it-ins: 2 and 6 (mortar). ;a"'N:a:'L=TERALER`Ci-FORE c"TR�S'a=s - 2 ` y laboratory. ! MEMBER A5 REm:R_D. - 2� ` Computed dimension shall take precedence over scaled dimensions. F Second floor iromim: canfrec(or shell provide she dim:eras& aalculciidra 1-2 Pant all welds with a,i a I,Ibitive aint, All weldin shall be erformed b'a Certified Geloer. F p �_ „ z=akd 1t ! P g P y b.LATERAL B.RACLU SHALL vE RcSTRAINED 5T DIAC-O:AL Z - - When specifications and general notes disagree eneral notes will take precedence. p 0 s P 9 disagree, 9 P I ! signed & looted by o rofesiona. Engineer certified in the State of Florida. I �,c6`M MN. Z =^a.zx i ; Q�Ili° o-=-:,a 1 ER:/'L�S TO s CO:TLti:0:5. (T� L Q awucaL,nCFTOR t6CFDIAa.:.LER.cswa 15 il-'- li(�Zm -==j=• ' REC I1R ED,DN.,.AT EACH•/c.RTICAL moo r—aER ,r� Q y !..«5 -. I - — COL5E5T TOBEARDGLOCATIONS. '.0 c WX Ng .a.?P. i - - y `=NGs 2 CONCRETE 6 STRUCTURAL STEEL 10- SHOP [DRAWINGS THEE.OTTC:CHORDS-HALL BEERA:ED5YCONTIN;CUS W No -` . LATERAL E.corn_SPA:TED AT 5 TO C FEET,.`:AILED TO Z a l - - TOP CF Tit corral.... w.D.ASONALS PLACED AT 451 Q 1- -5`'5 70 THE LATERAL-.RACES SH::LL BE LOCATED AT E-'^_N END. <l I I Conform to A!SC mcnaol of Steel Construction, plinth Edition. Submit one repradt::Ib!e and one copy=f all shop drawings as required in Item 9. i..EUILDitL-E:CEED56O FEET N LEh6T:yI'!.a:A DL E....CLU f O a;L: I � H-,...D IEE.REPEATED AT:O FTTOT INTERMITS. I I tteterial=_: I If signed and sealed shop drawings are required submit two additfonel signed and i _ ;tg y�- 7F' 9 p approval. Allow' c minimum of 10'.vorking drys for checking of TCPCHOIGER..C:^G: Unless noted, cement shall be Type I or Type conforming to ASTM C150. I ASTM A36, FY=36 hSI in gFneral. sealed Finis for a, r I c Aggregates shell benormal weight conforming to A.STi": C33. I ASTM A500, Grade E, FY=46 KSI for structural tubing. shop drawings. Shop drawings shall be reviewed one stamped by General Contractor a.CROR2PRD.-.PD`Rt�Y�i laF3.LIEDO:=T;ocO TOP a.?,'-`- :',' 'tb Concrete shall coaf.rm to A.C1 BuildingCode 318-319. ASTM A500, Grade E. FY=42 KSI for I prior to submittal to Architect's office for reviewing. D:AFRA=-4-1ACTIOON.SR•ICINDISNOTREa:'F�`. 2 ( 7 Pipes. � F _ C scr?le shall hove a PEA-ROCK mix with a 2,500 plot. a( the slob and a ASTM .4325 T,pe 1, for high strength bolts. I O.FRIRLLtiARE1GED,DIA:,4LTCPCNO ER.:c;,6 _3t=� I 3000 �i at wells oral hared beans, strength ©23 cogs and a slumpof ASTM A�07, Grade r`., for anchor bolts. :5 REOJRZD AT EACH END IF SUILDJ•GsS.P560 FEET ."..�'y£ p.s.. 3 N LeK:TH.DIADON. ER-•,c1- 5':C.LD BE REPEATED AT L.-jxx 6" +/- 1" ASTR? A108 and A.W.S. Dl.i far shear studs. 10FOOTINTE...5 F, t 4,,,, 1 z re o s�:" Concrete curing ;hail comply with ACI 308. Curing places shall start The connections ter any portion of the structure not indicated on the drawings shall be =� =v immediately following initial set. Curing shell be by caring compound. i designed by the Fabricator. I 1 Standard connections shall be used where possible. 1 Not weather Conereang: Cornply with ACt 305. No concrete above 90 I All shop connections shell be welded or high strength oohed. degrees Fahrenhzi; shall be poured. Lower concrete temperature by I told connections shalt be high strength bolted where ee it e JA®. cooling water and aggregate. Farms, steel and subgrcde shall be sprinkled I Unless notes, use 3/4" diameter ASTIR A-325N bolts. Steel members supporting steel with cold water. Ater finishing concrete, use light fog spray until cuing Ibuilding i, ARCHITECTS compound is used. I deck at the perimeter of the build ng shall be continuous except at expansion joint. & Curing procedures ',ire elver es a guide only. I Butt weld where spice occurs After fabrication Structural steel surface shall be prepared PLANNERS with SSPC-SP6 preparation and shod receive one shop coat of rust inhibitive primer. It is the Contractors responsibility to prevent concrete damage end cracks. I G ( nos NW BOCA RATON BLVD rout under base plates shall have minimum S concrete cover protection. Damaged or cracked concrete shell not be accepted. SLATE Rs Boa R Where a column oa_ors at an exterior pier, encase co amr, to m;nlmarn 12" obovz grade. ATON,FL 334Il i For all exposed structural tube connections, there shall be no more than a 1/8" gop to(561)391-4115 Fax(561)391-4173 between the members. �---- NAIL scoanau :/�a sea E--MAIL OAP. -cAOL.ccr1 All exposed ends of TS members shall be capped with a 1/4" steel plate with ground / //^'I s:+=.txIUILSa�C.C.>: ' / / PERIMETER 1 smooth welds. P EDGES / 6'OL.IN FIELD _ FROYGE V9'SPACIeL-AT ///F.I I / TR.:SSES-4•C.C.SEE \ /' / /I �%' i%%-ii I /�PREFABRICATED 1IXFOD ; RE� / I,�/� / <�•cT clSr I i 4:a cDx Pescooa //L..e. ,/ ,jl l/n'I a ROC"PLAN ,'j R,r SHEATHING YIN.IS/5 % ,.�- ��ll f .-/ /' - Ot- �\ — — , TR1C.G f-L•%.SPAN.. .\�' �!`, a / ( ?. 1I 3 SLAB ON GROUND 1 ' TIMBER •'O'., / \ o 1 7l} ,•,,I -7- -TT-4 ----- (r'• : Ground floor slab shall be a 4" concrete slab reinforced yr 6 x 6 w 1.4 x w 1.4 w,w•.m., 1 PRC DEax,BLC Kl ' r;!/' .� \a/ All wood for structural frame :cork shell be 2 S.F'. or U.F. (U.f•1.0., with c s, �/ placed 1 1/2" from top of slob, over vapor barrier en well rorrpected soil (95, min) I the following Specifications: AV BACK CF GRILLE E r \ ",/.. ! /`/ \�`_ NAIL SEAM W ICl'a 4•G .y- \ _. I • EA.SIDE Q SE.L^7. �, '\ ; A. VAPOR BARRIERS: i t:. !%;; .\ �LA ERA I Bending Stress = Fb = 1200 PSI x•r-mcCD FASCIA SEE / l i \ ,� BR:.^._"G Waterproof meal;-ones (overtopped 6" at joints) with a perrneance of less than IL TLPICAL 9.E L SECTra DATE DRAWN o5;a�0 0.3perms in acecrdenc? with ASTM E 96 shell b� Horizontal Shear = v= 85 PSI NAILED L 16d NAILS a ,- PSI \a \ \.-do RINv SS'K t::.IL e provided under interior slabs. I44 Modulus of Elosiicty= E = 1,60Q00 EA H TRLSs T% 1y.T s, � 6.OL.L4 FiELO.L:D DRAWN BY. zL B. Where no vapor :•airier is used the subarade roast be dampened with cater in f All nails, Bolts, and connectors indicated shall be galvanized. U PAGE AT PANEL -� \I� NTD oc`EG RTS advonce of conc'et!ng. No free water standing on the subgrade nor any muddy I \• N ENDS:FIRST.Is 0405 CHECKED BY: JAC or sett spat is permitted. I WOOD TRUSSES: t -i ARC,..,PERCETER Truss rnanufoctur::r shell submit shop drawings and calculations signed end TYP ROOF aHEATHING \- REVISIONS. C. Any structural member penetrating slabs on fill is lc be isolated with 1/2" thick iI sealed e Professional Engineer Certified in Inc State of Florida c_.1 tP=°E54v AR Ac5/_o e 1 pre-molded joint filler complying with ASTMD-1732, TYPE-1. `* DET141L z 1111 1 D. No premature finishing shall be allowed, immediately following floating, trowelling i 4.- with steel trowels should be commenced if required. Brooming shall be done otter 1 steel troweling operation. J03 NUMBER 13-034 Building Steel troweled finish I SEMI'NO. I Outside s abs Broomed finish i - =Ej .t O c'�` A Planning & Zoning Department 0�(4t <P MEMORANDUM 4y 6 TO: Historic Preservation Board Members FROM: Amy E. Alvarez, Historic Preservation Planner DATE: November 5, 2014 RE: Staff Discussion Item 916-918 NE 5th Street— Update on Construction During the week of October 20, 2014, Staff was informed that the principal structure at 916- 918 NE 5th Street had been demolished. The site is individually designated on the Local Register of Historic Places as "The Waterhouse." As a result, Staff went to the site to take photographs and document the conditions of the site, and contacted the contractor of the project. Staff met with the contractor, architect, and property owner on Monday, October 27, 2014 to review what had occurred, and requested that they submit a letter to the Board to be discussed at the November 5, 2014 meeting as a Staff Discussion Item. See attached. STUART & SHELBY DEVELOPMENT- GENERAL CONTRACTORS October 30, 2014 Delray Beach Building Department 100 NW 15t Avenue Delray Beach, FL 33445 Attn:Amy Alvarez-Historic Planner Re:918 NE 5th Street-The Waterhouse-reconstruction issues Delray Beach, FL 33483 918 NE 5th St. is a wood frame structure built in the twenties and is undergoing a complete rebuild and restoration. The structure,except for 22'of the North wall,was to be torn down,and a new stem wall foundation and concrete slab was to be built to support the rebuilt home.The new house finished floor was approve at 1.5' higher than the existing finish floor which would flood when heavy rains took place. Additionally,the soils report showed that to meet code for the new structure it required us to excavate 24" below the new footing and the area five beyond the footprint of the home. The plans called for the 22'section of the front wall to " remain standing." With all the new construction,the wall could not remain in place and needed to be moved beyond the limits of the work and then returned when the new slab was poured.As the pictures indicate,the wall was in poor condition,sitting on a rock rubble foundation and had been damaged by years of water intrusion,termite infestation,dry rot and mold.After removing doors and windows,an attempt was made to move the wall and it just crumbled.The architect of record was notified and we asked for a meeting with Amy and Dana to explain what had happened. (see pictures) Prior to any demolition occurring,three men spent 2-1/2 days salvaging all material that could be repurposed in the new home. Doors,windows,flooring and brick have been saved to reuse where possible (though the home is getting all new energy efficient windows). The new front wall will be,as will all the construction, identical in appearance to the home as it originally looked when built.The building siding is being specially milled,pressure treated southern yellow pine to exactly match what was there. (see pictures) Stuart and Shelby have a long history of repairing and restoring homes/buildings in the historic districts. Our work at the Willie Franklin House and the West Settlers Building,along with new construction that remains compatible and appropriate in the districts, is indicative of our commitment to protecting and preserving the too few remaining gems in the city. If you need any further information please feel free to contact me. Thanks Stuart&Shelby Development "Built with Integrity and Pride" Delray Beach 2013-2014 Business of the Year pp Delray Beach 2010-2011 Business Person of the Year U s C E p 1V1�n E D Ken Ellingsworth Community Service Award 2008,2011,2013 205 George Bush Boulevard-Delray Beach, FL 33444 OCT 3 0 2014 0 Phone:561-637-7902- Fax: 561-637-7904-Cell:561-809-1266 www.stuartandshelby.com PLANNING &ZONING 205 George Bush Blvd • Delray Beach, FL 33444 Phone 561-637-7902 ^Fax 561-637-7904 ^ www.stuartandshelby.com °71070.1 ir) P'i ' g.,.n. .1 - +i y .� S".. yI r?, . �-- Mfw.11,gy P.. ,rF'T,' t'711 W �f +Ir,]k.IYY -- ' • ItIJr + '„ r,F ,r_ . f w •',. 4 ' y.i�""1L'T` �M" i:t• 'J,9 .* ",�dym° F,1 .��k y�� ill* _ar ,lfrprtr� _r .-.•- +dam. + '4 • I -�1' w S:�1,;f 1 r,,' II , „• t,, �.:_"' "s-- ' ,. 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