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6611 SW 78 TERR_EB-09-015 Part 1 / City of South Miami PLANNING DEPARTMENT APPLICATION FEES DATE: C' _'���� CHECK NO: NAME: ADDRESS: �' 5'cel ` PHONE NO: 03.41.300 ERPB HEARING FEES (Total) Applications for new construction in the RS and`RT zoning districts Single unit ($750) All other applications for: New construction($900 enovation($450); Signs, fences,walls, etc. ($225) �l For each additional appea before oard($150) Qps�' ­0 VARIANCE 02.19.161 Advertisement and Notice Fees .................................~' ($1500) 03.41.200___ _._ Admin Fee..............:........................................($1500) 4 (TOTAL$3000) EACH ADDITIONAL VARIANCE............ ..............($1125) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees............................($1500) 03.41.200 Admin Fee.......................................................($1500) (TOTAL$3000) 02.19.161 REZONING APPLICATION (less than 10 acres).........($6000) 02.19.161 `REZONING APPLICATION (more than 10 acres).....($20,250) LDC TEXT AMENDMENT I(General standards,misc. .provisions) 02.19.161 Advertisement and Notice Fees................................. ($1500) 03.41.200 Admin Fee............... .......................................... ($1500) (TOTAL$3000) LDC TEXT AMENDMENT H(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees................................. ($4,500) 03.41:200 Admin Fee............... .......................................... ($1,500) TOTAL($6000) 02.1.9.161 COMPREHENSIVE PLAN AMEND AD FEE......... ($22,500) 03.41.200 COMPREHENSIVE PLAN ADMIN FEE..................($7,500) (Total$30,000) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS($1,575) 03.41.200 PUD/MAJOR CHANGE ADMIN FEE($3,675) (Total $5,250) 03.41.200 PUD MINOR CHANGE ADMIN FEE($1,500) 03.41.200 WAIVER-OF-PLAT APPLICATION ($4,500) TOTAL �`�D X:\Forms\RECEIPT FORM Part I(10-8-08).doc Ordinance No.44-08-1979,adopted 10-7-08 White copy to Planning;Pink copy to Customer;-Yellow copy to Finance' .' , Cool (305)820.0700. cell(305)992-84.37 THO" GIL I ARCHrrEC-F Fla.Reg.No.AR0004957 Efax est 84th.Street,Hialeah,F1orldr t33014 .0.(305)864-9979 u side,Florld j?�3154-0733 54-6722,S 561)776-9254 fax(2)LARCHITE(: vM ol.corll .1 L CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD To: Chair & Members, Environmental Date: May 5, 2009 Review and Preservation Board Tuesday 8:30 a.m. Via: Thomas J. Vageline Planning Director From: Lourdes Cabrera-He andez, LEED AP Re: ERPB-09-015 Principal Planner 14& ti Applicant: Rene Bushel Location: 6611 SW 78 Terrace, South Miami Request: NEW CONST.: Two-story Addition Review: Third v APPLICANT'S REQUEST: The applicant is requesting final approval from the Environmental Review and Preservation Board (ERPB) for the new construction of the proposed two-story addition, located at the above referenced location. BACKGROUND & PROJECT STATUS: On April 7, 2009, the application's second appearance before the Environmental Review and Preservation Board (ERPB) was approved for preliminary with conditions. The ERPB's main concern was the front fagade and that working drawings consistently reflect the design intent. The elevations, sheet A-5, illustrates balcony at the second floor consistent with the door that swings outward on the floor plan. Inclusive of a note that states three trees at a minimum height of eighteen feet Bursera Simaruba (Gumbo Limbo). In conclusion, the ERPB suggested. to the applicant to proceed with the engineering drawings and for the applicant to resubmit. At this time, the newly proposed architectural plans have been revised to incorporate the Board's comments and the engineering plans .have been included for final review and approval from the Board. Attached ERPB excerpt minutes from April 7, 2009 preliminary approval. The application first appeared before the ERPB on February 17, 2009, and was deferred with comments. The ERPB's main concern was the front fagade and the possibility of proposing a door that swings outward at the newly proposed balcony and the compatibility with the surrounding structures and character of the neighborhood. In conclusion, the ERPB suggested the design be revised. Exterior paint colors and the proposed tree height of eighteen feet minimum were approved. Zoning District: "RS-3"Low-Density Single-Family: The purpose of this district is to provide for semi-estate type single-family residential development located in a moderate spacious setting which emphasizes the preservation of open space. Existing Conditions: The subject property consists of an existing asphalt driveway and a one-story residence. The property fronts SW 78 Terrace and has a lot frontage of 88.00 feet in width, which exceeds the 75.00 feet minimum lot frontage requirements set forth in the RS-3 zoning district. The property consists of a total lot size of 10,032 square feet net area, which exceeds the 10,000 square feet minimum lot size net area set forth in the RS-3 zoning district, Section 20-3.5(E), Land Development Code. 6611 SW 78 Terrace ERPB-09-015 presented on May 5, 2009 New Construction: Two Story Addition / Final Page 2 of 4 Site Plan Analysis: The interior site has been proposed with a double driveway access, as indicated in the landscape plan proposed. The proposed two-story addition is, abutting the existing one-story residence on the west side of the property. The building dimensional requirements are guided by Section 20-3.5(E), Land Development Code and Ordinance Number 27-07-1928, adopted September 4, 2007, for two-story single family structures. The zoning calculations on the site plan (site tabulations) of the proposed total net site area is 10,032 square feet, which exceeds the minimum total area (10,000 square feet) required by the Land Development Code. The existing . building coverage (1,300 square feet building coverage) does not exceed the maximum allowable building coverage (3,000 square feet or 30%). The proposed addition first and second floor building coverage (774 square feet added to the existing 1,300 square feet, totals a building coverage of 2,074 square feet of floor area) which does not exceed the maximum allowable floor area ratio for building coverage of 4,500 square feet at 0.450 allowed by Table 2, Section 20-3.5(H) (C)(11) entitled Development Standards, Land Development Code. The proposed building front setback (25-2"), complies with the 25'-0" feet minimum front setback required. The proposed building rear setback (49'-10"), exceeds the 25'-0" minimum rear setback required. The summation of the proposed first floor setbacks at a total of 42'-5" (10'-1" east side and 32'-4" west side), exceeds the 20% cumulative width required of 17'-6" (20% x 88.00' lot width). The proposed setbacks are consistent with Table 1, Section 20-3.5(H) (C)(4) entitled Yard Setback Requirements. The proposed impervious coverage includes the existing building and proposed addition, proposed driveway, and all impervious surfaces. The calculation provided for impervious coverage (2,974 square feet) does not exceed the 40% maximum impervious coverage allowed (4,013 square feet or 40%) in Table 2, Section 20- 3.5(H)(C)(11) entitled Development Standards, Land Development Code. Note, the impervious area was calculated from the difference of landscape area (pervious) of 7,058 square feet provided and the actual lot size area of 10,032 square feet. Revised Elevations: The building height dimensions, building finishes and materials are noted on the revised elevations, sheet number A-5. The newly revised elevations include a door that swings outwards at the balcony on the second floor and new windows throughout. The front facade illustrates the two-story addition on the west side of the property and facing SW 78 Terrace. Sketches illustrating the impact of the two- story addition have been considered and studied for the corridor of SW 78 Terrace. The applicant has submitted photographs of the subject property and surrounding properties. The proposed exterior paint colors by Behr Premium Plus: "Starbright" 390E- 2 for the base and "Vermont Cream" W-B-400 for the trims of the building. The two-story addition must comply with the Americans with Disabilities Act (ADA) and the Florida Building Code (FBC) requirements. 6611 SW 78 Terrace ERPB-09-015 presented on May 5, 2009 New Construction: Two Story Addition / Final Page 3 of 4 - Development Review Committee: On February 11, 2009 (Wednesday) the committee met to review the proposed site plan. The proposed two-story addition is to be designed pursuant to Ordinance No. 27-07-1928. The proposed landscape shall take into consideration the location of the windows on the second floor in order to provide privacy between the proposed structure and adjacent properties. The Planning Department staff emphasized that the stormwater drainage ordinance must be followed. The intent of the Ordinance is to "require all properties to retain stormwater drainage on site as to prevent development that would result in contributing to or causing recurrent ponding on adjoining properties or public right-of-way." Landscaping Plan The landscape plan submitted to the City is consistent with the requirements set forth in Section 20-4.5, Land Development Code and Ordinance Number 27-07-1928; Section 2; Number 7 landscape requirements; the minimum height of new tress for two-story additions/homes shall be eighteen feet. The Plan includes a detailed description of the landscaping schedule, and ground cover details. The number of existing trees that will be protected, existing trees to be removed, and trees to be added as part of the proposed project can be found on the proposed.Landscape Plan as well. Pursuant to Section 20-4.5(D)(5)(b) of the Land Development Code, the minimum number or trees required for the RS-3 zoning district are 3 (three) trees per acre of net lot area. Furthermore, the landscape plan has been prepared by Fuster Design Associates, PA Landscape Architect, dated December 3, 2008. RECOMMENDATION: Final Approval with the following conditions: 1. Meet requirements as set forth in the Two-Story Single Family Structures Ordinance No. 27-07-1928; 2. Meet requirements as set forth in the Adopted Stormwater Ordinance No. 06-07- 1907; - 3. New two-story addition to comply with the ADA and FBC requirements; and, 4. Any comments and/or suggestions from the Board. Attachments: • ERPB Excerpt Minutes: 4/7/09; Preliminary Approval w/conditions • For comparison only Elevations Sht A-5 and Floor Plan, Sht A-4 (Preliminary Approval on 4/7/09) • Existing Landscaping Plan, dated November 5, 2008 • Landscape Plan, prepared by Fuster Design Associates, PA, dated December 3, 2008 • Architectural plans Previously submitted and prepared by Tomas Gili, AIA: • Site Plan and Site Tabulations ■ Existing Floor Plan and Foundation Plan ■ Existing Elevations ■ Demolition Plan ■ Roof Plan • Elevations ■ General Details ■ Notes and Schedules ■ Engineering Plans: Structural, Mechanical, Electrical and Plumbing • Sketches and New Proposed Elevation . ■ Photographs: Subject with proposed addition and Abutting Properties 6611 SW 78 Terrace ERPB-09-015 presented on May 5, 2009 New.Construction: Two Story Addition / Final Page 4 of 4 On file (Second Submittal): • Two Story Single-Family Structures Ordinance No. 27-07-1928 • Existing Landscaping Plan, dated November 5, 2008 • Revised Elevations, Sheet A-5 • Landscape Plan, prepared by Fuster Design Associates, PA, dated December 3, 2008 • Architectural plans Previously submitted and prepared by Tomas Gili, AIA: ■ Sketches and New Proposed Elevation ■ Photographs: Subject with proposed addition and Abutting Properties ■ Site Plan and Site Tabulations ■ Existing Floor Plan and Foundation Plan ■ Existing Elevations ■ Demolition Plan ■ Roof Plan ■ Elevations FOR COMPARISON, Sheet A-5 ■ General Details ■ Notes and Schedules On file (First Submittal): • ERPB Application, dated December 17, 2008 • LDC Section 20-3.1 and Section 20-3.5E • LDC Definition: Building Height • Two Story Single-Family Structures Ordinance No. 27-07-1928 • Storm Ordinance Application No. 06-07-1907 • Storm Ordinance No. 06-07-1907 • Landscaping Plan by Fuster Design Assoc. • Sketches and New Proposed Elevation • Photographs: Subject with proposed addition and Abutting Properties • Architectural plans prepared by Tomas Gili, AIA: ■ Site Plan and Site Tabulations ■ Existing Floor Plan and Foundation Plan ■ Existing Elevations Demolition Plan ■ Roof Plan ■ Proposed Elevations ■ General Details ■ Notes and Schedules LCH Z:\ERPB\ERPB Agendas\2009 ERPB AGENDAS\May 5, 2009\ERPB-09-015F.doc 60 Ur U • INCORPORATED 1927 CORVO CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES EXCERPT Tuesday, April 7, 2009 8:30 AM I. CALL TO ORDER Action: Mr. Trautman (Chair), called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Trautman, Mrs. Mark, Mr. Jude, Mr. Balli, Mr. Rivera, Mr. Fernandez, Mrs. Morales- Fernandez and Mr. Bedell. Board members absent: Mr. Chandler. City Staff present: Mr. Thomas J. Vageline (Planning Director), Mrs. Lourdes Cabrera- Hernandez (Principal Planner), Mr. Marcus Lightfoot (Permit Facilitator), Ms. Maria Stout- Tate (Administrative Assistant) and Ms. Alerik Barrios (Assistant) Staff absent: None IV.REQUESTS ARE AS FOLLOWS:. 1) [ERPB-09-015] Applicant: Rene Busiter Location: 6611 SW 78 Terrace Request: New Const: Two Story Addition Applicants Present: Mr. Rene Busiter Mrs. Cabrera-Hernandez read the item into the record. Mr. Bedell commented that any new trees that are shown and identified on the plans need to be eighteen feet tall. The applicant commented that the item was arranged to meeting the request of the Board and would show that they are trying to comply with the Board's request. The applicant gave a brief description of the project. ERPB Mins 04-7-2009 Pg 1 of 2 The applicant requested"that if the submission was not complete, if the applicant could resubmit with the Board's comments and not attend the next meeting. Mr. Bedell commented that the applicant was submitted for preliminary approval. Mr. Trautman questioned the balcony and doors that face the front of the property. The applicant replied that it was the intention of the owner and the previous elevation showed that the balcony rail was terminated flush with the white pilaster posts. He commented that it was projected that by twenty-four inches it would take in order for the doors to swing out. Mr. Trautman recommended that when the applicant resubmits for final to show that detail in the plans. ' Mr. Balli questioned if the new doors and windows on the second floor are impact resistant or will be shuttered. The applicant responded that they are impact resistant. Mr. Fernandez questioned if there was reason for the thin parapet to create a false appearance and the chimney. He commented that the proportions of the addition with the false parapet do not seem to connect properly in a harmonious way. Mr. Fernandez commented that it almost benefited to bring the existing hip roof instead of creating a large cricket piggy back on top that extends all the way across the new proposed second floor structure. The applicant comment that money was limited and they felt that a low volume hip roof did not suffice. Mr. Fernandez commented that it is an aesthetic decision that needs to be made. Mrs. Mark questioned if the motion would include the statements that the applicant made in regard to the landscaping and that the existing is sufficient with the inclusion of the three new trees. Mr. Trautman responded yes. Motion: Mr. Trautman moved to grant preliminary approval. Mr. Bedell seconded. Vote: 7 Approved 1 Opposed (Mr. Fernandez) V. APPROVAL OF MINUTES Mrs. Mark moved to approve the minutes of with corrections. Mr. Balli seconded. Vote: 8 Approved 0 opposed REMARKS: None VI. ADJOURNMENT: There being no further business, the meeting was adjourned at approximately 9:34 a.m. An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens,or the city administration[per§20-6.2(A)of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning &Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. Y:\ERPB\ERPB Minutes\2009 Minutes\April\ERPB Min April 7,2009 excerpt.doc ERPB Mins 04-7-2009 Pg 2 of 2 Sourb INCORPORATED 1927 O Rt10 P CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday, May 5, 2009 8:30 AM L CALL TO ORDER Action: Mr. Trautman (Chair), called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Trautman, Mrs. Mark, Mr. Balli, Mrs. Morales-Fernandez, Mr. Chandler, Mr. Jude and Mr. Bedell. Board members absent: Mr. Fernandez and Mr. Rivera. City Staff present: Mr. Thomas J. Vageline (Planning Director), Mrs. Lourdes Cabrera- Hernandez (Principal Planner), Mr. Marcus Lightfoot (Permit Facilitator), Ms. Maria Stout-Tate (Administrative Assistant) and Ms. Alerik Barrios (Assistant). Staff absent: None Ms. Maria Stout-Tate swore in Mr. Giorgio L. Balli as a newly appointed member of the ERPB-Board. IV. REQUESTS ARE AS FOLLOWS: 1) [ERPB-09-015] Applicant: Rene Busiter Location 6611 SW 78 Terrace Request : New Const: Two Story Addition Applicants Present: Mr. Thomas Gili Mrs. Cabrera-Hernandez read the item into the record. ERPB Mins 05-05-2009 Pg 1 of 2 The applicant commented that all suggestions and comments by the Board were applied to the plans. Motion: Mr. Trautman moved to grant final approval as presented. Mrs. Mark seconded. Vote: 6 Approved 1 Abstained 2) [ERPB-09-032] Applicant: Orlando Pacheco For: "Dent Masters Body Works" Location: 5795 South Dixie Highway Request : Awning Installation Applicants Present: None No discussion from the Board. Motion: Mr. Trautman moved to defer the application to allow the applicant to be present for the preceding and answer questions from the Board. Mr. Jude seconded. Vote: 7 Approved 0 Opposed V. APPROVAL OF MINUTES: Mr. Bedell moved to approve the minutes of April 21, 2009, with corrections. Mr. Chandler seconded. Vote: 5 Approved 2 Abstained (Mr. Balli and Mr. Jude) REMARKS: Mr. Chandler commented that Code Enforcement should be informed in regards to Green Monkey. He commented that Green Monkey has been moving consecutively and placing advertising signs as they go. VI. ADJOURNMENT: There being no further business, the meeting was adjourned at approximately 8:43 a.m. An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant,interested citizens,or the city administration.[per§20-6.2(A)of the City's Land Development Code]. If you have any questions concerning this matter,please contact Lourdes Cabrera-Hernandez,of the Planning &Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. Y:\ERPB\ERPB Minutes\2009 Minutes\May 2009\ERPB Min May 5,2009.doc ERPB Mins 05-05-2009 Pg 2 of 2 PLANNING &ZONING.DEPT. south Miami } s F I o r I x e t i' 6130 SUNSET DRIVE i ,xa SOUTH MIAMI,FL 33143 au,RmsdeaCitr TEL: 305-663-6326 FAX: 305-668-7356 .`+„ 2001 May 5, 2009 Re: Environmental Review & Preservation Board Applicant: Rene Busiter Project: New Const: Two Story Addition Address: 6611 SW 78 Terrace ERPB No.: 09-015 Meeting Date: May 5,2009 Dear: Mr. Busiter, The intent of this correspondence is to inform you that the City of South Miami Environmental Review and Preservation Board (ERPB) has approved your application. The next step in the plan review process is to submit an application for building permit. Please contact the Building Department at (305) 663-6358. The final approval from the ERPB shall lapse after six (6) months if no permit is applied for. This requirement can.be found in Section 20-5.11(L), entitled Expiration, Land Development Code. Please be advised that an appeal of an ERPB decision or recommendation may be filed with the City Clerk at any time before a building permit is issued. Appeals may be submitted by the applicant, interested citizens, or the city administration [Section 20-6.2 (A), City Land Development Code]. If you have any questions regarding this application, please contact Mrs. Lourdes Cabrera- Hernandez at the Planning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. Sincere omas J. Vageli Planning Director Planning Department Y:\ERPB\ERPB Letters\2009 LettersWay'5;2009\ERPB FINAL AS PRESENTED09-015.doc r South Miami r �t PLANNING&ZONING DEPT. F' ° r d a 6130 SUNSET DRIVE AU-11mrice City r _ SOUTH MIAMI,FL 33143 TEL: 305-663-6326 FAX: 305-668-7356 April 7, 2009 Re: Environmental Review & Preservation Board—Preliminary Approval Applicant: Rene Busiter Project: New Construction: Two Story Addition Address: 6611 SW 78 Terrace ERPB No.: 09-015 Meeting Date: April 7,2009 Dear Mr. Busiter, The intent of this correspondence is to inform you that the City of South Miami Environmental Review and Preservation Board (ERPB) has preliminarily approved your application with conditions. You are required to appear before the ERPB for a final approval. In order to process your application, you are required to re-submit fourteen (14) sets of plans and/or documentation to the Planning Department. The next deadline for re-submittal is April 9, 2009, for the ERPB meet held on April 21, 2009. If you fail to meet the deadline requirements, your application will be assigned to the next regularly scheduled meeting. The ERPB will either grant final approval of your application with conditions or they can request additional modifications. If you have any further questions regarding this application, please contact Mrs. Lourdes Cabrera- Hernandez at the Planning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. X agel e Planning Director Planning Department Y:\ERPB\ERPB Letters\2009 Letters\ERPB PRELIMINARY APPROVAL09-015.doc I G y CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD To: Chair & Members, Environmental Date: April 7, 2009 Review and Preservatio and Tuesday 8:30 a.m. Via: Thomas J. Vegaline Planning Director From: Lourdes Cabrera- r n ez, LEED AP Re: ERPB_-09-015 Principal Planner Applicant: Rene Bushel Location: 6611 SW 78 Terrace, South Miami Request: NEW CONST.: Two-story Addition Review: Second APPLICANT'S REQUEST: The applicant is requesting preliminary approval from the Environmental Review and Preservation Board (ERPB) for the new construction of the proposed two-story addition, located at the above referenced location. STAFF ANALYSIS: BACKGROUND & PROJECT STATUS: The application first appeared before the Environmental Review and Preservation Board (ERPB), on February 17, 2009, and was deferred with comments. The ERPB's main concern was the front-fagade and the possibility of proposing a door that swings outward at the newly proposed balcony and the compatibility with the surrounding structures and character of the neighborhood. In conclusion, the ERPB suggested the design be revised and for the applicant to resubmit. At this time, the newly proposed elevations have been revised to incorporate the Board's comments and suggestions, exterior paint colors submitted, and the tree height complies with the minimum of eighteen feet. Zoning District: "RS-3"Low-Density Single-Family: The purpose of this district is to provide for semi-estate type single-family residential development located in a moderate spacious setting which emphasizes the preservation of open space. Existing Conditions: The subject property consists of an existing asphalt driveway and a one-story residence. The property fronts SW 78 Terrace and has a lot frontage of 88.00 feet in width, which exceeds the 75.00 feet minimum lot frontage requirements set forth in the RS-3 zoning district. The property consists of a total lot size of 10,032 square feet net area, which exceeds the 10,000 square feet minimum'lot size net area set forth in the RS-3 zoning district, Section 20-3.5(E), Land Development Code. Site Plan Analysis: The interior site has been proposed with a double driveway access, as indicated in the landscape plan proposed. The proposed two-story addition is abutting the existing one-story residence on the west side of the property. The building dimensional requirements are guided by Section 20-3.5(E), Land Development Code and Ordinance Number 27-07-1928, adopted September 4, 2007, for two-story single family structures. The zoning calculations on the site plan (site tabulations) of the proposed total net site area is 10,032 square feet, which exceeds the minimum total 6611 SW 78 Terrace ERPB-09-015 presented on April 7, 2009 New Construction: Two Story Addition / Preliminary Page 2 of 4 area (10,000 square feet) required by the Land Development Code. The existing building coverage (1,300 square feet building coverage) does not exceed the maximum allowable building coverage (3,000 square feet or 30%). - - The proposed addition first and second floor building coverage (774 square feet added to the existing 1,300 square feet, totals a building coverage of 2,074 square feet of floor .area ratio) which does not exceed the maximum allowable floor area ratio for building coverage of 4,500 square feet at 0.450,allowed by Table 2, Section (C)(11) entitled Development Standards, Land Development Code. The proposed building front setback (25'-2"), comply with the 25'-0" feet minimum front setback required. The proposed building rear setback (49'-10"), exceed the 25'-0" minimum rear setback required. The summation of the first floor setbacks at a total of 42'-5" (10'-1" east side and 32'-4" west side), which exceeds the 20% cumulative width required of 17'-6" (20% x 88.00' lot width). The proposed setbacks are consistent with Table 1, Section (C)(4) entitled Yard Setback Requirements. The proposed impervious coverage includes the existing building and proposed addition, proposed driveway, and all impervious surfaces. The calculation provided for impervious coverage (2,974 square feet) does not exceed the 40% maximum impervious coverage allowed (4,013 square feet or 40%) in Table 2, Section (C)(11) entitled Development Standards, Land Development Code. Note, the impervious area was calculated from the landscape area of 7,058 provided, the difference. Revised Elevations: The building height dimensions, building finishes and materials are noted on the revised elevations, sheet numbers A-5. The newly revised elevations include a door that swings outwards at the balcony on the second floor and new windows throughout. The front fagade illustrates the two-story addition on the west side of the property, facing SW 78 Terrace. Sketches illustrating the impact of two-story addition has been considered and studied for the corridor, SW 78 Terrace. The applicant has submitted photographs of the subject property and surrounding properties. The proposed exterior paint colors by Behr Premium Plus: "Starbright" 390E- 2 for the base and "Vermont Cream" W-B-400 for the trims of the building. The actual sample color will be presented at the Environmental Review and Preservation Board (ERPB) meeting. For the Planning Department's ERPB file, Mr. Thomas Gili, architect of record, has enclosed. signed and sealed elevations, dated March 3, 2009 and noted on the drawing's title block June 16, 2008, Sheet A-5, that explain the design intent. Illustrated on the Elevations are the trees on the west side at eighteen feet minimum height. Furthermore, the two-story addition must comply with the Americans with Disabilities Act (ADA) and the Florida Building Code (FBC) requirements. Development Review Committee: On February 11, 2009 (Wednesday) the committee met to review the proposed site plan. The proposed two-story addition is to be designed pursuant to Ordinance No. 27-07-1928. The proposed landscape shall take into consideration the location of the windows on the second floor in order to provide privacy , 6611 SW 78 Terrace ERPB-09-015 presented on April 7, 2009 New Construction: Two Story Addition / Preliminary Page 3 of 4 between the proposed structure and adjacent properties. The Planning Department staff emphasized that the stormwater drainage ordinance must be followed. The intent of the Ordinance is to "require all properties to retain stormwater drainage on site as to prevent development that would result in contributing to or causing recurrent ponding on adjoining properties or public right-of-way." Landscaping Plan The landscape plan submitted to the City is consistent with the requirements set forth in Section 20-4.5; Land Development Code. However, pursuant to Ordinance Number 27-07-1928; Section 2; Number 7 landscape requirements; the minimum height of new tress for two-story additions/homes shall be eighteen feet. Landscape plan needs to be revised and shall reflect a minimum tree height of eighteen feet on new tress. The Plan includes a detailed description of the landscaping schedule, and ground cover details. The number of existing trees that will be protected, existing trees to be removed, and trees to be added as part of the proposed project can be found on the proposed Landscape Plan as well. Pursuant to Section 20-4.5(D)(5)(b) of the Land Development Code, the minimum number or trees required for the RS-3 zoning district are 3 (three) trees per acre of net lot area. Furthermore, the landscape plan has been prepared by Fuster Design Associates, PA Landscape Architect, dated December 3, 2008. RECOMMENDATION: Preliminary Approval with the following conditions:' 1. Meet requirements as set forth in the Two-Story Single Family Structures Ordinance No. 27-07-1928; 2. Meet requirements as set forth in the Ordinance Number 27-07-1928; Section 2; Number 7 landscape requirements; the minimum height of new trees for two- story homes shall be eighteen feet, needs to be reflected on the Landscape Plan, sheet L-1; 3. Meet requirements as set forth in the Adopted Stormwater Ordinance No. 06-07- 1907; 4. New two-story addition to comply with the ADA and FBC requirements; 5. Submit all revised landscape, architectural the engineering plans prior to final ERPB; and, 6. Any comments and/or suggestions from the Board. Attachments: • Two Story Single-Family Structures Ordinance No. 27-07-1928 • -Existing Landscaping Plan, dated November 5, 2008 . • Revised Elevations, Sheet A-5 • Landscape Plan, prepared by Fuster Design Associates, PA, dated December 12, 2008 • Architectural plans Previously submitted and prepared by Tomas Gill, AIA: ■ Sketches and New Proposed Elevation ■ Photographs: Subject with proposed addition and Abutting Properties ■ Site Plan and Site Tabulations ■ Existing Floor Plan and Foundation Plan ■ Existing Elevations ■ Demolition Plan Roof Plan 6611 SW 78 Terrace ERPB-09-015 presented on April 7, 2009 - - -New Construction: Two Story Addition / Preliminary Page 4 of 4 ■ Elevations FOR COMPARISON, Sheet A-5 ■ General Details ■ Notes and Schedules On file: • ERPB Application, dated December 17, 2008 • LDC Section 20-3.1 and Section 20-3.5E • LDC Definition: Building Height • Two Story Single-Family Structures Ordinance No. 27-07-1928 • . Storm Ordinance Application No. 06-07-1907 • Storm Ordinance No. 06-07-1907 • Landscaping Plan by Fuster Design Assoc. • Sketches and New Proposed Elevation • Photographs: Subject with proposed addition and Abutting Properties - - - - • Architectural plans prepared by Tomas Gill, AIA: ■ Site Plan and Site Tabulations ■ Existing Floor Plan and Foundation Plan ■ Existing Elevations ■ Demolition Plan ■ Roof Plan ■ Proposed Elevations ■ General Details ■ Notes and Schedules LCH Z:\ERPB\ERPB Agendas\2009 ERPB AGENDAS\April 7, 2009\ERPB-09-015R.doc ORDINANCE NO. 27-07-1928 AN ORDINANCE OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA AMENDING THE LAND DEVELOPMENT CODE BY INCORPORATING A NEW SECTION 20- 3.5(H) ENTITLED "SPECIAL DIMENSIONAL AND PERFORMANCE STANDARDS FOR TWO-STORY SINGLE .FAMILY STRUCTURES AND TWO-STORY ADDITIONS"; INCLUDING MINIMUM LOT SIZE AND LOT COVERAGE; MINIMUM YARD - SETBACK; MAXIMUM BUILDING HEIGHT; MAXIMUM BUILDING COVERAGE; MAXIMUM IMPERVIOUS COVERAGE; LANDSCAPE REQUIREMENTS; ARCHITECTURAL AND SITE PLAN REVIEW; FINDINGS; HISTORIC PRESERVATION BOARD REVIEW; DEVELOPMENT STANDARDS; PROVIDING SEVERABILITY; ORDINANCE IN CONFLICT,AND AN EFFECTIVE DATE. WHEREAS, the City Commission has expressed concern with the new construction of two-story residential homes and the addition of a second story to existing one story single family homes which may not be compatible with the scale and massing of their existing residential neighborhood; and WHEREAS, it is believed that the aforesaid new construction and additions to existing single family residences are only the beginning of a trend that could increase as older single family residences in the City are sold for demolition or reconstruction; and WHEREAS, the City Commission enacted a moratorium on the construction of two-story homes on February 6, 2007, in order to provide sufficient time for the City to study the various issues associated with the development of compatible two- story homes; and WHEREAS, the City Commission held a series of workshop with the Planning Board, Environmental Review Preservation Board, Historic Preservation Board, residences, developers and interested stakeholders to discuss the impact of compatible two-story homes on existing residential neighborhood; and WHEREAS, on June 5, 2007, the City Commission extended the moratorium to allow the City staff to complete the preparation amended single- family regulation and to schedule the required public hearings; and WHEREAS, the City Commission is cognizant and respectful of the rights of the owners of single family residential properties in the City, and have noted in the workshops that they are not against two-story homes provided that such development did not adversely change or alter the character of the neighborhood; and WHEREAS, the Planning Board at its August 14, 2007 meeting, after public hearing, adopted a motion by a vote of 5 ayes and 0 nays recommending that the 1 Ord. l o. 27-07-1928 proposed ordinance be approved. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: SECTION 1. The foregoing "WHEREAS" clauses are hereby ratified and confirmed as being true and correct and are hereby made a specific part of this Ordinance upon adoption hereof. SECTION 2. That the "Land Development Code of the City South Miami" shall be amended to incorporate a new Section 20-3.5(H), entitled "Special Dimensional and Performance Standards for Two-Story Single Family Structure and Two Story Additions." (A) Purpose. The purpose of this ordinance is to establish special dimensional and performance standards to regulate two-story single family structures and two-story additions within the residential zoning districts of the City of South Miami. (B) Applicability. The requirements of this Section shall be in addition to each and every other requirement of the City of South Miami Land Development Code (Code), and in the case of conflict,the provision of this Section shall control. (C) Performance Standards. The performance standard set forth in this section will guide the development of two-story residential homes in the single family residential district. The performance standards are necessary in order to address yard setbacks, open space, adequate landscaping, plan review process, and existing character of the residential neighborhoods in the City of South Miami. By implementing these standards the City will be able to preserve and enhance the neighborhood character through architectural designs that are consistent and responsive to the individual context of the City architecturally diverse neighborhoods. (1) Building Site. The development of two-story residential homes shall be constructed on a lot that is suitable for residential development, provides adequate setbacks and the necessary infrastructure to support the development. (2) Minimum Lot Size. The minimum lot size for residential homes shall be subject to the dimensional requirements set forth in the Land Development Code table labeled "Dimensional Requirements Single-Family District" (Section 20-3.5(E)). For irregular shaped lots, the average lot width rather than the frontage width shall be used at the discretion of the Planning Director. (3) Maximum Lot Coverage. The building coverage for the first floor area permitted for single family residences shall be equal to thirty (30) to twenty 2�_b percent of the building site depending on lot size as shown in Table 2, Section (011. 2 _Ord. N,o. 27-07-1928 (4) Yard Setback Requirements. No building or structure, or any part thereof, including covered porches or terraces, but not including uncovered steps, projections shall be erected at a lesser distance from the front, side or rear line of any building site than the front, side or rear setback distance, respectively, prescribed and established herein for such building site. Nothing herein shall prohibit a building or structure from having more than the minimum required setbacks. (a) Side Setbacks (Interior). Refer to Table 1: "Proposed Preliminary Minimum Side Yard Setbacks." TABLE 1 New Two-Story Single Family Residential and Second Story Additions Minimum Setbacks Requirements Interior Lot Side Interior Lot First Floor Width Setback Second Floor Setback 40-44 7.5 7.5 45-49 7.5 9.0 50-54 7.5 10.0 55-59 7.5 11.0 60-64 7.5 12.0 65-69 8.5 13.0 70-74 9.5 14.0 75-+ 10.0 15.0 Side yards shall be measured from the closest point of the structure's vertical outside wall to the side lot line, on a bearing parallel to the front lot line, at ground level. Cumulative width of both interior side yards shall be not less than 20 percent of total lot width. (b) Front Setback. The minimum front setback shall be consistent with the dimensional requirements reflected on the Land Development Code table labeled "Dimensional Requirements Single-Family District" (Section 20- 3.5(E)). (c) Side Setbacks (Street). The minimum side setback (street) for structure that abuts a street shall be consistent with the dimensional requirements reflected on the Land Development Code table labeled "Dimensional Requirements Single-Family District" (Section 20-3.5(E)). 3 Ord. .no. 27-07-1928 (d) Rear setback. The minimum rear setback of twenty-five (25) feet shall be maintained and required on principle buildings in the single-family residential district, as reflected on the Land Development Code table labeled "Dimensional Requirements Single-Family District" (Section 20- 3.5(E)). (5) Building Height Limit. No single family residential home shall be built in the City of South Miami that is more than two-stories in height. The maximum building height for two-story homes shall not exceed twenty-five (25) feet. (6) Maximum Building Coverage/Impervious Coverage. The maximum building coverage and impervious coverage shall be determined for each application by using the dimensional requirements set forth in subsection 11. ( ) Landscape Requirements. A minimum of fifty (50) percent of the entire front yard area shall be green space. All yard areas shall be landscaped with trees and drought resistant native vegetation, as necessary, to enhance privacy from abutting properties. The landscaped open space required by this Section shall consist of pervious landscaped area and shall not consist of any paved or otherwise impervious areas. The minimum height of new trees for two-story homes shall be 18'.0". An inventory of existing trees located onsite shall be prepared and submitted to the Planning Department as part of the Environmental.Review Preservation Board (ERPB) application. The required landscaped plan shall be prepared by Florida Registered Landscape Architect consistent with the City's Tree Ordinance. (8) Architectural and Site Plan Review. All new two-story homes or second story additions shall be reviewed by the ERPB consistent with Section 20-6.1(C) of the Land Development Code. The design review must be based on sound and clearly articulated design principles. The architectural plans must be signed and sealed by a Florida Registered Architect. (a) The ERPB shall consider and apply the following features as part of the review: (i) Scale, color, texture, and appropriateness, and aesthetic quality of all proposed buildings and other structures; (ii) Quantity, quality and arrangement of all proposed landscaping and open space features; (iii) Overall compatibility of the proposed development with the existing and desired character of the property and neighborhood in which located; and (iv) The installation of sidewalks along all arterial roadways and compliance with the City's sidewalk policies and requirements. 4 Ord. INo. 27-07-1928 (b) Designs should use a mix of articulation, architectural elements and exterior finishes reducing the perceived scale and bulk of buildings,, including low to moderately pitched roofs and recesses under roof creating indoor/out door living spaces (terraces). In considering the design of the building, the ERPB shall consider and apply Section 7(a)(i) thru (iii), and render a decision as to the adequacy of the fo elements in the design concept including, but not limited to: Trim Shutters Awnings and canopies Windows (Fenestration) Doors Texture of surface Colors Roofs (materials, color, slope and overhang) Planters Window boxes Walls,height, location, materials,design Height of building Location of structure on site Site circulation in regard to pedestrian travel, parking, services, grades and landscaping Location of exposed piping, conduits and rain water leaders The impact on adjacent properties of continuous two story walls All lighting (height, location and style) (c) A Comprehensive Neighborhood Analysis, photographs of the site, and a statement explaining how the proposed building complies with the architectural style surrounding the site must be submitted as part of the ERPB application. The ERPB shall require changes to the plans to ensure that the design preserves the existing architectural style of the neighborhood, unless specified to the contrary, and promotes design excellence in the community. The ERPB, as part of the its application for review, shall require the submission of photographs of both sides of the street and all abutting properties, on the block where the new two-story home or two-story addition is to be constructed. (d) The architectural context includes the height, scale, massing, 'separation between buildings, and style in regard to how buildings and structures relate to each other within a specified area. Architectural context allows for differences in height, scale, massing, and separation between buildings and style, when such differences contribute to the overall harmony and character of the area. The ERPB shall not take into consideration existing buildings and structure that are out of context with 5 ,Ord. ,No. 27-07-1928 the area when considering whether a new building or structure or a substantial addition to an existing building or structure is in context with both sides of the street on the block where it is located and surrounding properties. The ERPB shall review the building or structure in the context of that area in which the site is located when a new building or structure or a substantial addition to an existing building or structure is located on a building site that is on the border of two areas that have different character or content. (e) The Planning Director shall have the administrative discretion to require the above review process to be accomplished prior to a Planning Board public hearing on the proposed development application. (9) Findings. The ERPB shall determine approval or disapproval of the proposed designed plans. The Board shall prepare a written determination in order to state the intent of its decision. The written determination shall be filed with the Planning Department for inclusion in the project record. (10) Historic Preservation Board Review. Construction of a two-story home or a second story additions or alterations to existing homes in the City's Historic District shall be reviewed by the Historic Preservation Board and ERPB. The Historic Preservation Board .shall review the application for consistency with the City's historic preservation guidelines, requirements set forth in this section, and the standards for the issuance of a Certificate of Appropriateness set forth in the Land Development Code. The Board shall also determine compatibility with the guidelines in the specific Historic Designation Report. The Historic Preservation Board recommendations shall be submitted to the ERPB for consideration. The ERPB shall give consideration to the findings of the Historic Preservation Board as part of its review for the purpose of determining consistency with the requirements set forth in this section. (11) Development Standards. The development standards are based on percentage of lot size consistent with the table provided below. The lot size shall be rounded-off in order to determine the appropriate lot size. 6 Ord. No. 27-07-1928 TABLE 2 New Two-Story Single Family Residential and Second Story Additions Percentage Requirements for Maximum Building Coverage, fm pervious Coverage and FAR Maximum Maximum Impervious Maximum Floor Lot Size Building Coverage Coverage Area Ratio 5,000 0.300 0.450 0.550 6,000 0.300 0.450 0.525 7,000 0.300 0.438 0.500 8,000 0.300 0.425 0.475 9,000 0.300 0.413 0.450 10,000 0.300 0.400 0.450 11,000 0.300 0.400 0.450 12,000 0.300 0.400 0.450 13,000 0.300 0.400 0.450 14,000 0.300 0.400 0.450 15,000 0.300 0.400 0.450 16,000 0.296 0.396 0.444 17,000 0.292 0.392 0.438 18,000 0.288 0.388 0.432 19,000 0.284 0.384 0.426 20,000 0.280 0.380 0.420 21,000 0.276 0.376 0.414 22,000 0.272 0.372 0.408 23,000 0.268 0.368 0.402 24,000 0.264 0.364 0.396 25,000 0.260 0.360 0.390 26,000 0.256 0.356 0.384 27,000 0.252 0.352 0.378 28,000 0.248 0.348 0.372 29,000 0.244 0.344 0.366 30,000 0.240,. 0.340 0.360 31,000 0.236 0.336 0.354 32,000 0.232 0.332 0.348 33,000 0.228 0.328 0.342 34,000 0.224 0.324 0.336 35,000 0.220 0.320 0.330 36,000 0.216 0.316 0.324 37,000 0.212 0.312 0.318 38,000 0.208 0.308 0.312 39,000 0.204 0.304 0.306 [40,000+ 0.200 0.300 0.300 SECTION 3. Applications for construction of new two-story residential homes or for new two-story additions to existing homes filed with the ERPB prior to the enactment of Ordinance No. 03-07-1904 shall be grandfathered. 7 r Ord. No. 27-07-1928 SECTION 4. Applications for construction of new two-story residential homes or new two-story additions to existing homes requesting review by the ERPB after enactment of this ordinance shall comply with the requirements of this ordinance. SECTION 5. . In case conflicting regulations exist, the requirements set forth in this regulation shall apply. SECTION 6. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are hereby repealed. SECTION 7. If any section, clause, sentence, or phrase of this ordinance is for any reason held invalid or unconstitutional by a court of competent jurisdiction, this holding shall not affect the validity of the remaining portions of this ordinance. SECTION . 8. This ordinance shall be effective immediately after the adoption hereof. PASSED AND ADOPTED this a/4day of 44-" 52007 ST: AP ROVED. Y CLERK OR Commission Vote. 5-0 READ AND APPROVED AS TO FORM: Mayor Feliu Yea Vice Mayor Wiscombe: Yea Commissioner Palmer: Yea Commissioner Birts-Cooper: Yea Commissioner Beckman: Yea CITY RNEY 1st Reading: 8/21 /07 2nd Reading: 9/4/07 PAComm Items\2007\9-4-07\Mc Mansion Ordinance 8-14-2007PIanning Board Hearin,.doc 8 soupy f• � • INCORPORATED 1927 toRII CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES. Tuesday,April 7,2009 8:30 AM I. CALL TO ORDER Action: Mr. Trautman (Chair), called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Trautman, Mrs. Mark, Mr. Jude, Mr. Balli, Mr. Rivera, Mr. Fernandez, Mrs. Morales- Fernandez and Mr. Bedell. Board members absent: Mr. Chandler. City Staff present: Mr. Thomas J. Vageline (Planning Director), Mrs. Lourdes Cabrera- Hernandez (Principal Planner), Mr. Marcus Lightfoot (Permit Facilitator), Ms. Maria Stout- Tate (Administrative Assistant) and Ms. Alerik Barrios (Assistant) Staff absent: None IV.REQUESTS ARE AS FOLLOWS: 1) [ERPB-09-015] Applicant: Rene Busiter Location: 6611 SW 78 Terrace Request: New Const: Two Story Addition Applicants Present: Mr. Rene Busiter Mrs. Cabrera-Hernandez read the item into the record. Mr. Bedell commented that any new trees that are shown and identified on the plans need to be eighteen feet tall. The applicant commented that the item was arranged to meeting the request of the Board and would show that they are trying to comply with the Board's request. The applicant gave a brief description of the project. ERPB Mins 04-7-2009 Pg 1 of 6 The applicant requested that if the submission was not complete, if the applicant could resubmit with the Board's comments and not attend the next meeting. Mr. Bedell commented that the applicant was submitted for preliminary approval. Mr. Trautman questioned the balcony and doors that face the front of the property. The applicant replied that it was the intention of the owner and the previous elevation showed that the balcony rail was terminated flush with the white pilaster posts. He commented that it was projected that by twenty-four inches it would take in order for the doors to swing out. Mr. Trautman recommended that when the applicant resubmits for final to show that detail in the plans. Mr. Balli questioned if the new doors and windows on the second floor are impact resistant or will be shuttered. The applicant responded that they are impact resistant. Mr. Fernandez questioned if there was reason for the thin parapet to create a false appearance and the chimney. He commented that the proportions of the addition with the false parapet do not seem to connect properly in a harmonious way. Mr. Fernandez commented that it almost benefited to bring the existing hip roof instead of creating a large cricket piggy back on top that extends all the way across the new proposed second floor structure. The applicant comment that money was limited and they felt that a low volume hip roof did not suffice. Mr. Fernandez commented that it is an aesthetic decision that needs to be made. Mrs. Mark questioned if the motion would include the statements that the applicant made in regard to the landscaping and that the existing is sufficient with the inclusion of the three new trees. Mr. Trautman responded yes. Motion: Mr. Trautman moved to grant preliminary approval. Mr. Bedell seconded. Vote: 7 Approved 1 Opposed (Mr. Fernandez) 2) [ERPB-09-025] Applicant: Jose Gonzalez Location: 6700 SW 67 Street Request: New Const: Revision Applicants Present: Mr. Jose Gonzalez Mr. Lightfoot read the item into the record. Mr. Rivera questioned if all the recommendations made by the Board were met. Mr. Lightfoot replied yes. Mr. Fernandez commented that on the second floor there had been additional square footage. Mrs. Morales-Fernandez questioned if it was a substantial amount of square footage that was added. Mr. Fernandez commented that there is no zoning table or floor plan, but when looking at the plans it is fifteen (15) feet by six (6) or eight (8) feet deep. Mr. Trautman commented that the additional square footage is due to a false balcony. The applicant commented that the square footage is way below 50,000 feet (which was taken as a whole). ERPB Mins 04-7-2009 Pg 2 of 6 Sour 04 �r H � U _ INCORPORATED - 1927 CpRVO P February 18, 2009 Re: Environmental Review & Preservation Board—Deferral--- Applicant: Rene Busiter C- - Project: New Construction: Two Story Addition Address: 6611 SW 78 Terrace ERPB No.: 09-015 Meeting Date: February 17,2009 Dear: Mr. Busiter. 1 The intent of this correspondence is to inform you that the City of South Miami Environmental Review and Preservation Board (ERPB) has deferred your application with comments made by the Board. ' In order to continue processing your application, you are required to re-submit fifteen (15) copies of the revised plans to the Planning Department. The deadline for re-submitting the revised plans is February 23, 2009. The ERPB will meet on March 3, 2009. If you fail to meet the deadline requirements, your application will be assigned to the next regularly scheduled meeting. During this meeting, the ERPB will either grant approval of your application with conditions or they can request additional modifications to the plan, if necessary. If you have any further questions regarding this application, please.contact Mrs. Cabrera- Hernandez at the Planning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. Sincerely, Sanford Youkilis, AICP Acting Planning Director Planning Department Y:\ERPB\ERPB Letters\2009 Letters\ERPB DEFERRED09-015.doc f� e a - 1 Mr. Trautman suggested that by enlarging the porch, increasing the over hang by one (1) foot (without dealing with the column), and pouring a slab to meet the extension would articulate the corner which would create a greater area of the over hang and the slab. Mr. Trautman questioned if the applicant was aware that the AC pad needs to be relocated. The applicant responded that it has already been taken care of. Motion: Mr. Chandler moved to grant final approval with Staff's conditions. Mrs. Mark seconded. Vote: 7 Approved 0 Opposed 2) [ERPB- 09-015] Applicant: Rene Busiter Location: 6611 SW 78 Terrace Request: New Const: Two Story Addition Applicants Present: Mr. Gillin Mrs. Cabrera-Hernandez read the item into the record. The applicant gave the Board members a brief description of the project. Mr. Trautman questioned if the doors and windows were going to be hurricane resistant. The applicant responded that the windows in the renovation will be hurricane resistant. Mr. Trautman questioned that if the applicant found an impact resistant door that goes inward and if the wall on the front elevation facing the master suite; is it bearing on a slab or is it framing in between two floors? The applicant responded that he did not know, but would have to look into it and then stated that the front elevation does not have a bearing wall. Mr. Trautman commented that the applicant was going to have a conflict with the depth of the balcony. He then suggested making the room smaller or extending the balcony that might have an impact on the facade, but if the wall is recessed there will be a structure configuration and the owner may not be pleased with having a smaller master bedroom. Mr. Chandler commented that the addition to the west elevation of the house is incongruent, where it looks like a majority of it is set behind the house and resembles a rear elevation. The applicant responded that the elevation has to be taken in the context that certain trees cover the front of the house. Mr. Chandler questioned why the width was limited and if there is a setbac . Mrs. Cabrera- Hernandez commented that the lot width is 88' and the applicant-is-over the rear setback requirements; and the height of the building. M 0 Mr. Trautman questioned I the balcony could be moved enough to get the door to swing open. By doing so, would give the corner column a bit of animation. The applicant responded if the roof will blend the two masses together and its part of the owner's request. ERPB Mins 02-17-2009 Pg 2 of 5 r Mr. Rivera commented that the height of the building is exceeded by a foot or a foot and a half. Mr. Trautman commented that the height is at 25'. The applicant commented that the intent was to keep the ridge at 25' and work down from that and then they didn't know the criteria, but if the crown of the road is what is going to be used, the dimensions need to be altered because the crown of the road is at least 6 or 8 inches. Mr. Trautman commented the height of the building is ok. Mrs. Cabrera-Hernandez read the section 20-2.3 of the Land Development Code. Motion: Mr. Trautman moved to defer the application to allow the architect to resolve the pending issues regarding the front elevation, the doors of the balcony, the west elevation and the elevation with the types of colors being used. Mr. Balli seconded. Vote: 7 Approved 0 Opposed 3) [ERPB-09-016] Applicant: Maria Currier & Richard Lopez Location: 5811 SW 88 Street Request: New Construction: Preliminary Applicants Present: Mr. Cordinous Mrs. Cabrera-Hernandez read the item into the record. Mr. Chandler questioned the setback of the residence. The applicant responded 25' in the front and rear. Mr. Chandler questioned the setback on the shorter leg of the residence. Mrs. Cabrera- Hernandez gave further information on the setback and how the short leg area has a different measurement and setback that needs to be adjusted. Mrs. Mark questioned if the applicant had spoken with Swifted Mud regarding the removal of vegetation on the property. The applicant replied that they have not contacted them, but will contact them. Mr. Trautman questioned the east side second level outhouse that protrudes from the residence. The applicant responded that it is a restroom that does function as an outhouse, it flows with the roof line and does break the mass of the house and it does comply with the wishes of the owner that every bedroom has a bathroom. Mr. Trautman questioned if there was any way to accommodate that into the mass of the house. The applicant responded that not without going over the square footage. Mr. Trautman commented that if the whole thing was glazed as an outdoor room it would be nicer by placing,a window facing a street and a window from the bathroom instead of a blank wall. Mr. Balli questioned why the whole house has a hip roof except the small terrace. The applicant responded that it was a more complementary look. Mr. Balli commented that when looking at the small terrace from a side angle it would look strange. Mr. Chandler questioned the decorative columns. The applicant commented that it is a decorative half round and columns following the pseudo Mediterranean feel as the owner requested. ERPB Mins 02-17-2009 Pg 3 of 5 CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD To: Chair & Members, Environmental Date: February 17, 2009 Review & Preservation Board Tuesday 8:30 a.m. Via: Sanford A. Youkilis, Al o.�.�. Acting Planning Director From: Lourdes Cabrera-Herna dez, LEED AP Re: ERPB-09-015 - - Principal Planner Applicant:. Rene Busiter Location: 6611 SW 78 Terrace, South Miami Request: NEW CONST.: Two-story Addition Zoning District: "RS-3"Low-District Residential: The purpose of this district is to provide for estate type single-family residential development located in a spacious rural- like setting which emphasizes the preservation of open space. This district is appropriate in areas designated "Single-Family" on the city's adopted Comprehensive Plan. Existing Conditions: The subject property consists of an existing asphalt driveway and a one-story residence. The property fronts SW 78 Terrace and has a lot frontage of 88.00 feet in width, which exceeds the 75.00 feet minimum lot frontage requirements set forth in the RS-3 zoning district. The property consists of a total lot size of 10,032 square feet net area, which exceeds the 10,000 square feet minimum lot size net area set forth in the RS-3 zoning district, Section 20-3.5(E), Land Development Code. Site Plan Analysis: The interior site has been proposed with a double driveway access, as indicated in the landscape plan proposed. The proposed two-story addition is abutting the existing one-story residence on the west side of the property. The building dimensional requirements are guided by Section 20-3.5(E), Land Development Code and Ordinance Number 27-07-1928, adopted September 4, 2007, for two-story single family structures. The zoning calculations on the site plan (site tabulations) of the proposed total net site area is 10,032 square feet, which exceeds the minimum total area (10,000 square feet) required by the Land Development Code. The existing building coverage (1,300 square feet building coverage) does not exceed the maximum allowable building coverage (3,000 square feet or 30%). The proposed addition first and second floor building coverage (774 square feet added to the existing 1,300 square feet, totals a building coverage of 2,074 square feet of floor area ratio) which does not exceed the maximum allowable floor area ratio for building coverage of 4,500 square feet at .450 allowed by Table 2, Section (C)(11) entitled Development Standards, Land Development Code. The proposed building front setback (25'-2"), comply with the 25'-0" feet minimum front setback required. The proposed building rear setback (49'-10"), exceed the 25-0" minimum rear setback required. 6611 SW 78 Terrace ERPB-09-015 presented on February 17, 2009 New Construction: Two Story Addition / Preliminary Page 2 of 3 The summation of the first floor setbacks at a total of 42'-5" (10'-1" east side and 32,4, west side), which exceeds the 20% cumulative width required of 17'-6" (20% x 88.00 lot width). The proposed setbacks are consistent with Table 1, Section (C)(4) entitled Yard Setback Requirements. The proposed impervious coverage includes the existing building and proposed addition, proposed driveway, and all impervious surfaces. The calculation provided for impervious coverage (2,974 square feet) does not exceed the 40% maximum impervious coverage allowed (4,013 square feet or 40%) in Table 2, Section (C)(11) entitled Development Standards, Land Development Code. Note, the impervious area was calculated from the landscape area of 7,058 provided, the difference. Elevations: The building height dimensions, building finishes and materials are noted on the elevations, sheet numbers A-5. Pursuant to Section 20-3.5(E) maximum building height is 25'-0", building height definition attached. The front fagade illustrates the two- story addition on the west side of the property, facing SW 78 Terrace. Sketches prepared by the architect, illustrating the two-story addition has been considered and studied of the entire existing street, SW 78 Terrace. The applicant has submitted photographs of the subject property and surrounding properties. Development Review Committee: On February 11, 2009 (Wednesday) the committee met to review the proposed site plan. The proposed two-story addition is to be designed pursuant to Ordinance No. 27-07-1928. The proposed landscape shall take into consideration the location of the windows on the second floor in order to provide privacy between the proposed structure and adjacent properties. The Planning Department staff emphasized that the stormwater drainage ordinance must be followed. The intent of the Ordinance is to "require all properties to retain stormwater drainage on site as to prevent development that would result in contributing to or causing recurrent ponding on adjoining properties or public right-of-way." Landscaping Plan The landscape plan submitted to the City is consistent with the requirements set forth in Section 20-4.5, Land Development Code. However, pursuant to Ordinance Number 27-07-1928; Section 2; Number 7 landscape requirements; the minimum height of new tress for two-story additions/homes shall be eighteen feet. Proposed landscape plans need to reflect a .minimum tree height of eighteen feet on. new tress. The Plan includes a detailed description of the landscaping schedule, and ground cover details. The number of existing trees that will be protected, existing trees to be removed, and trees to be added as part of the proposed project can be found on the proposed Landscape Plan as well. Pursuant to Section 20-4.5(D)(5)(b) of the Land Development Code, the minimum .number or trees required for the RS-3 zoning district are 3 (three) trees per acre of net lot area. Furthermore,.the landscape plan has been prepared by Fuster Design Associates, PA Landscape Architect. 6611 SW 78 Terrace ERPB-09-015 presented on February 17, 2009 New Construction: Two Story Addition / Preliminary Page 3 of 3 RECOMMENDATION: Preliminary Approval with the following conditions: .1. Meet requirements as set forth in the Two-Story Single Family Structures Ordinance No. 27-07-1928; 2. Meet requirements as set forth in the Ordinance Number 27-07-1928; Section 2; Number 7 landscape requirements; the minimum height of new trees for two- . . . story homes shall be eighteen feet: 3. Meet requirements as set forth in the Adopted Stormwater Ordinance No. 06-07- 1907; 4. Meet requirements pursuant to Sec. 20-3.5(E) maximum building height 25-0", 5. Submit the engineering plans prior to final ERPB; and, 6. Any comments and/or suggestions from the Board. Attachments: • ERPB Application, dated December 17, 2008 • LDC Section 20-3.1 and Section 20-3.5E LDC Definition: Building Height • Two Story Single-Family Structures Ordinance No. 27-07-1928 • Storm Ordinance Application No. 06-07-1907 • Storm Ordinance No. 06-07-1907 Landscaping Plan by Fuster Design Assoc. • Sketches and New Proposed Elevation . Photographs: Subject with proposed addition and Abutting Properties • Architectural plans prepared by Tomas Gill, AIA: Site Plan and Site Tabulations ■ Existing Floor Plan and Foundation Plan ■ Existing Elevations ■ Demolition Plan ■ Roof Plan ■ Proposed Elevations ■ General Details ■ Notes and Schedules LCH Z:\ERPB\ERPB Agenda s\2009 ERPB AGENDASTebruary 17, 2009\ERPB-09-015.doc yO L'T y y T V am CITY OF SOUTH MIAIVII PLANNING &ZONING DEPARTMENT ENVIRONIVIENTAL REVIEW AND PRESERVATION BOARD APPLICATION /� SOUTH IvIIAM,FL STREET ADDRESS OF JOB: JC yt/ 7 g rJZ-^7 L PROPERTY OWNER: �LCn/ 6 6 C S7�'S'c� L L B TEL.No. 3 p �� 6o g. W-173 ADDRESS: -��2 J�--t Ta N �r� Z z M 14-ki StA� ern STFX-m WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: MI APARTMENT OR TOWN14OUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUivSMARIZ THE WORK TO BE PERFORMED: A'Ptt t7Y • /�Z n v S� r���)��"o../ � >r+Mh= C-v'i'i' l-i v�/(r l�J✓l� . WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? 4( 7 0r O 00 ���C� ��•�9��- APPLICANT'S NAOME: TEL NO. n c% ZONING R1;GULATIONS 20-3.1 ARTICLE III. ZONING REGULATIONS 20-3.1 Zoning use districts and purposes. (A) Zoning Districts.Established. In order to implement the intent of this Code and the city's adopted Comprehensive Plan, the City is hereby divided into eighteen (18) zoning use districts with the symbol designations and general purposes listed below and permitted uses set forth in Section 20-3.3(D). A planned unit development (PUD) district is also created in Section 20-3.7. Standards shall .be uniform throughout each zoning use district. District symbols and names shall be known as: Symbol Name RS-1 Estate Residential RS-2 Semi-Estate Residential RS-3 Low Density Single-Family RS-4 Single-Family RS-5 Single-Family(50'lots) . RT 6 Zbwnhouse Residential RT 9 Two-FamilyPibwnhouse Residential RM-18 Low Density Multi-Family Residential RM-24 Medium Density Multi-Family Residential RO Residential Office LO Low-Intensity Office MO Medium-Intensity Office NR. Neighborhood Retail SR Specialty Retail GR General Retail TODD Transit-Oriented Development District H Hospital PI Public/Institutional PR Parks and Recreation HP-OV Historic Preservation Overlay ,(B) District Purpose Statements. "RS-3'Medium Lot Single-Family Residential District: The purpose of this district is to provide for low-density single-family residential development located in a moder- ately spacious setting which emphasizes the preservation of open space. This district is appropriate in areas designated "Single-Family" on the city's adopted Comprehen- sive Plan. Supp.No. 9 20-3.5 SOUTH MIAMI LAND DEVELOPMENT CODE (D) Resemed. Section 20-3.5E DIMENSIONAL REQUIREMENTS SINGLE-FAMILY DISTRICTS REQUIREMENT RS-1 RS-2 RS-3 RS-4 RS-5 Min.Lot Size Net Area(sq.ft.) 40,000 15,000 10,000 6,000 6,000 Frontage(ft.) 125 100 75 60 60 Min.Yard Setbacks(ft.) Front 50 35 25 25 25 Rear 25 25 25 25 25 Side(Interior)' For struc- 12.6 10 7.6 7.6b 71 ture 12'or less in height,as, mea- sured from the first floor finished floor ele- vation Portion of 25 20 16` 10` 7.5 structure above 12' high as mea- sured from the first floor finished floor ele- vation Side(Street) 20 15 15 15 15 Max.Building Height Stories r 2 2 2 2 2 Feet 25 25 25 25 25 Max. Building Coverage(%) First floor 20 30 30 30 30 Second 60 60, 60 60 60 floor:% of the first floor Max.Impervious Coverage(%) 30 40 40 45 45 a Cumulative width of both side yards shall be not less than 20 percent of total lot width. b Except that additions to existing structures may have 5 feet interior side setbacks where any portion of the building already has a 5 feet setback. For pre-existing improved lots of record in the RS3 or RS4 districts,that are 50 feet or less in lot width, the second floor setback shall be the same as the first floor setback. Supp. No.8 50' is DEFINITIONS 20-2.3 i Area, gross. Shall mean the total horizontal surface area of a lot, site, tract or parcel, including any required dedicated or zoned rights-of-way. Area, lot. Shall mean the total horizontal area within the lot lines of the lot. Area, net. Shall mean the total.horizontal surface area of a lot, site, tract or parcel, excluding any required dedicate¢ or zoned rights-of-way. 1146- Bar (See` 'Drinking place"). Basement. Shall mean that portion of a building between the floor and ceiling, which has at least one-half of its height below grade, and the ceiling of which is not more than four (4) feet, six (6) inches above grade. Bed and breakfast. Shall mean a private property, where an individual or family resides, not more than four (4) rooms of which may be used for overnight guests whose paid accom- modations include breakfast. (Ord. No. 1-94-1550, § 1, 2-1-94) Building. Shall mean any structure having a roof supported by columns or walls and intended for the shelter, housing or enclosure of any individual, animal, process, equipment, goods or materials of any kind or nature. Building,principal or main. Shall mean a building in which is conducted the principal use of the lot on which it is located. Building height. Shall mean the vertical distance from grade to the highest point of a flat roof or parapet,or the highest point of a mansard roof,or the average height between the high and low points of a pitched roof. (Ord. No. 12-90-1452, 7-24-90) Building line. Shall mean that line which denotes the perimeter line within which a building may be built or located. Building official. Shall mean the authorized city official responsible for building and zoning inspection and the issuance of building permits. Bulk. Shall mean the size and shape of a building and its relationship to other buildings, yard areas and open spaces. Canopy carport. Shall mean a detachable, roof--like cloth or metal cover, supported, from grade or the floor of a building and from the walls of a building for the protection of vehicles from sun or weather. Catering services. Shall mean the business of providing food for special events such as wedding receptions, parties or corporate entertainment. Such services may include auxiliary duties such as the hiring of help to serve prepared food, arranging for flowers, providing for decoration, and renting of equipment for such events. (Ord. No. 26-91-1491-A, 11-19-91) Centerline, street. Shall mean a line parallel or nearly parallel to the right-of-way lines of a public street and halfway between them. 7 ORDINANCE NO. 27-07-1 928 AN ORDINANCE OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA AMENDING THE LAND DEVELOPMENT CODE BY INCORPORATING A NEW SECTION 20- 3.5(H) ENTITLED "SPECIAL DIMENSIONAL AND PERFORMANCE STANDARDS FOR. TWO-STORY SINGLE .FAMILY STRUCTURES AND TWO-STORY ADDITIONS"; INCLUDING MINIMUM LOT SIZE AND LOT COVERAGE; MINIMUM YARD SETBACK; MAXIMUM BUILDING HEIGHT; MAXIMUM BUILDING COVERAGE; MAXIMUM IMPERVIOUS COVERAGE; LANDSCAPE REQUIREMENTS; ARCHITECTURAL AND SITE PLAN REVIEW; .FINDINGS; HISTORIC PRESERVATION BOARD REVIEW; DEVELOPMENT STANDARDS; PROVIDING SEVERABILITY; ORDINANCE IN CONFLICT, AND AN EFFECTIVE DATE. WHEREAS, the City Commission has expressed concern with the new construction of two-story residential homes and the addition of a second story to existing one story single family homes which may not be compatible with the scale and massing of their existing residential neighborhood; and WHEREAS, it is believed that the aforesaid new construction and additions to existing single family residences are only the beginning of a trend that could increase as older single family residences in the City are sold for demolition or reconstruction; and WHEREAS, the City Commission enacted a moratorium on the construction of two-story homes on February 6, 2007, in order to provide sufficient time for the City to study the various issues associated with the development of compatible two- story homes; and WHEREAS, the City Commission held a series of workshop with the Planning Board, Environmental Review Preservation Board, Historic Preservation Board, residences, developers and interested stakeholders to discuss the impact of compatible two-story homes on existing residential neighborhood; and WHEREAS, on June 5, 2007, the City Commission extended the moratorium to allow the City staff to complete the preparation amended single- family regulation and to schedule the required public hearings; and WHEREAS, the City Commission is cognizant and respectful of the rights of the-owners of single family residential.properties in the City, and have noted in the workshops that they are not against two-story homes provided that such development did not adversely change or alter the character of the neighborhood; and WHEREAS, the Planning Board at its August 14, 2007 meeting, after public hearing, adopted a motion by a vote of 5 ayes and 0 nays recominending that the 1 Ord. No. 27-07-1928 proposed ordinance be approved. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: SECTION 1. The foregoing "WHEREAS" clauses are hereby ratified-and confirmed as being true and correct and are hereby made a specific part of this Ordinance upon adoption hereof. SECTION 2. That the "Land Development Code,of the City South Miami" shall be amended to incorporate a new Section 20-3.5(H), entitled "Special Dimensional and Performance Standards for Two-Story Single Family Structure and Two Story Additions." (A) Purpose. The purpose of this ordinance is to establish special dimensional and performance standards to regulate two-story single family structures and two-story additions within the residential zoning districts of the City of South Miami. (B) Applicability. The requirements of this Section shall be in addition to each and every other requirement of the City of South Miami Land Development Code (Code), and in the case of conflict, the provision of this Section shall control. (C) Performance Standards. The performance standard set forth in this section will guide the development of two-story residential homes in the single family residential district. The performance standards are necessary in order to address yard setbacks, open space, adequate landscaping, plan review process, and existing character of the residential neighborhoods in the City of South Miami. By implementing these standards the City will be able to preserve and enhance the neighborhood character through architectural designs that are consistent and responsive to the individual context of the City architecturally diverse neighborhoods. (1) Building Site. The development of two-story residential homes shall be constructed on a lot that is suitable for residential development, provides adequate setbacks and the necessary infrastructure to support the development. (2) Minimum Lot Size. The minimum lot size for residential homes shall be subject to the dimensional requirements set forth in the Land Development Code table labeled "Dimensional Requirements Single-Family District" (Section 20-3.5(E)). For irregular shaped lots, the average lot width rather than the frontage width shall be used at the discretion of the Planning Director. (3) Maximum Lot Coverage. The building coverage for the first floor area permitted for single family residences shall be equal to thirty (30) to twenty _ percent of the building site depending on lot size as shown in Table 2, Section (011. 2 Ord. No. 27-07-1928 .(4) Yard Setback Requirements. No building or structure, or any part thereof, including covered porches or terraces, but not including uncovered steps, projections shall be erected at a lesser distance from the front, side or rear line of any building site than the front, side or rear setback distance, respectively, prescribed and established herein for such building site. Nothing herein shall prohibit a building or structure from having more than the minimum required setbacks. (a) Side Setbacks (Interior). Refer to Table 1: "Proposed Preliminary Minimum Side Yard Setbacks." TABLE 1 New Two-Story Single Family Residential and Second Story Additions Minimum Setbacks Requirements Interior Lot) Side Interior Lot First Floor Width Setback Second Floor Setback 40-44 7.5 7.5 45-49 7.5 9.0 50-54 7.5 10.0 55-59 7.5 11.0 60-64 7.5 12.0 65-69 8.5 13.0 70-74 9.5 14.0 75-+ 10.0 15.0 Side yards shall be measured from the closest point of the structure's vertical outside wall to the side lot line, on a bearing parallel to the front lot line, at ground level: Cumulative width of both interior side yards shall be not less than 20 percent of total lot width. (b),Front Setback. The minimum front setback shall be consistent with the dimensional requirements reflected on the Land Development Code table labeled "Dimensional Requirements,Single-Family District" (Section 20- 3.5(E)). (c) Side Setbacks (Street). The minimum side setback (street) for structure that abuts a street shall be consistent with the dimensional requirements reflected on the Land Development Code table labeled "Dimensional Requirements Single-Family District" (Section 20-3.5(E)). 3 .Ord. .no. 27-07-1928 (d) Rear setback. The minimum rear setback of twenty-five (25) feet shall be maintained and required on principle buildings in the single-family residential district, as reflected on the Land Development Code table labeled "Dimensional Requirements Single-Family District" (Section 20- 3.5(E)). (5) Building Height Limit. No single family residential home shall be built in the City of South Miami that is more than two-stories in height. The maximum building height for two-story homes shall not exceed twenty-five (25) feet. (6) Maximum Building Coverage/Impervious Coverage. The maximum building coverage and impervious coverage shall be determined for each application by using ..the dimensional requirements set forth in subsection 11. (7) Landscape Requirements. A minimum of fifty (50) percent of the entire front yard area shall be green space. All ( yard areas shall be landscaped with trees and drought resistant native vegetation, as necessary, to enhance privacy from abutting properties. The landscaped open space required by this Section shall consist of pervious landscaped area and shall not consist of any paved or otherwise impervious areas. The minimum height of new trees for two-story homes shall be 18'.0". An inventory of existing trees located onsite shall be prepared and submitted to the Planning Department as part of the Environmental.Review Preservation Board (ERPB) application. The required landscaped plan shall be prepared by Florida Registered Landscape Architect consistent with the City's Tree Ordinance. (8) Architectural and Site Plan Review. All new two-story homes or second story additions shall be reviewed by the ERPB consistent with Section 20-6.1(C) of the Land-Development Code. The design review must be based on sound and clearly articulated design principles. The architectural plans must be signed and sealed by a Florida Registered Architect. (a) The ERPB shall consider and apply the following features as part of the review: (i) Scale, color, texture, and appropriateness, and aesthetic quality of all proposed buildings and other structures; (ii) Quantity, quality and arrangement of all proposed landscaping and open space features; (iii) Overall compatibility of the proposed development with the existing and desired . character of the property and neighborhood in which located; and (iv) The installation of sidewalks along all arterial roadways and compliance with the City's sidewalk policies and requirements. 4 Ord. No. 27-07-1928 (b) Designs should use a mix of articulation, architectural elements and exterior finishes reducing the perceived scale and bulk of buildings, including low to moderately pitched roofs and recesses under roof creating indoor/out door living spaces (terraces). hi considering the design of the building, the ERPB shall consider and apply Section 7(a)(i) thru (iii), and render a decision as to the adequacy of the ' elements in the design concept including, but not limited to: Trim Shutters Awnings and canopies Windows (Fenestration) Doors Texture of surface Colors Roofs (materials, color, slope and overhang) Planters Window boxes Walls, height, location, materials, design Height of building Location of structure on site Site circulation in regard to pedestrian travel, parking, services, grades and landscaping Location of exposed piping, conduits and rain water leaders The impact on adjacent properties of continuous two story . walls 1 �All lighting (height,location and style) (c) A Comprehensive Neighborhood Analysis, photographs of the site, and a statement explaining how the proposed building complies with the architectural style surrounding the site must be submitted as part of the ERPB application. The ERPB shall require changes to the plans to ensure that the design preserves the existing architectural style of the neighborhood, .unless specified to the contrary, and promotes design excellence in the community. The ERPB, as part of the its application for review, shall require the submission of photographs of both sides of the street and all abutting properties, on the block where the new two-story home or two-story addition is to be constructed. (d) The architectural context includes the height, scale, massing, separation between buildings, and style in regard to how buildings and structures relate to each other within a specified area. Architectural context allows for differences in . height, scale, massing, and separation between buildings and style, when such differences contribute to the overall harmony and character of the area. The ERPB shall not take into consideration existing buildings and.structure that are out of context with 5 , Ord. No. 27-07-1928 the area when considering whether a new building or structure or a substantial addition to an existing building or structure is in context with both sides of the street on the block where it is located and surrounding properties. The ERPB shall review the building or structure in the context of that area in which the site is located when a new building or structure or a substantial addition to an existing building or structure is located on a building site that is on the border of two areas that have different character or content. (e) The Planning Director shall have the administrative discretion to require the above review process to be accomplished prior to a Planning Board public hearing on the proposed development application. (9) Findings. The ERPB shall determine approval or disapproval of the proposed designed plans. The Board shall prepare a written determination in order to state the intent of its decision. The written determination shall be filed with the Planning. Department for inclusion in the project record. J (10) Historic Preservation Board Review. Construction of a two-story home or a second story additions or alterations to existing homes in the City's Historic District shall be reviewed by the Historic Preservation Board and ERPB. The Historic Preservation Board shall review the application for consistency with the City's historic preservation guidelines, requirements set forth in this section, and the standards for the issuance of a Certificate of Appropriateness set forth in the Land Development Code. The Board shall also determine compatibility with the guidelines in the specific Historic Designation Report. The.Historic Preservation Board recommendations shall be submitted to the ERPB for consideration. The ERPB shall give consideration to the findings of the Historic Preservation Board as part of its review for the purpose of determining consistency with the requirements set forth in this section. (11) Development Standards. The development standards are based on percentage of lot size consistent with the table provided below. The lot size shall be rounded-off in order to determine the appropriate lot size. 6 , Ord. No. 27-07-1928 TABLE 2 New Two-Story Single Family Residential and Second Story Additions Percentage Requirements for Maximum Building Coverage,. Impervious Coverage and FAR Maximum Maximum Impervious Maximum Floor Lot Size Building Coverage Coverage Area Ratio 5,000 0.300 0.450 0.550 6,000 0.300 0.450 0.525 7,000 0.300 0.438 0.500 81000 0.300 0.425 0.475 9,000 0.300 0.413 0.450 10,000 0.300 0.400 0.450 11,000 0.300 0.400 0.450 12,000 0.300 0.400 0.450 13,000 0.300 0.400 0.450 14,000 0.300 0.400 0.450 15,000 0.300 0.400 0.450 16,000 0.296 0.396 0.444 17,000 0.292 0.392 0.438 18,000 0.288 0.388 0.432- 19,000 0.284 0.384 0.426 20,000 0.280 0.380. 0.420 21,000 0.276 0.376 0.414 22,000 0.272 0.372 0.408 23,000 0.268 0.368 0.402 24,000 0.264 0.364 0.396 25,000 0.260 0.360 0.390 26,000 0.256 0.356 0.384 27,000 0.252 0.352 0.378 28,000 0.248 0.348 0.372 29,000 0.244 0.344 0.366 30,000 0.240 0.340 0.360 31,000 0.236 0.336 0.354 32,000 0.232 0.332 0.348 33,000 0.228 0.328 0.342 34,000 0.224 0.324 0.336 35,000 0.220 0.320 0.330 36,000 0.216 0.316 0.324 37,000 0.212 0.312 0.318 38,000 0.208 0.308 0.312 39,000 0.204 0.304 0.306 40,000+ 0.200 0.300 0.300 SECTION 3. Applications for construction of new two-story residential homes or for new two-story additions to existing homes filed with the ERPB prior to the enactment of Ordinance No. 03-07-1904 shall be grandfathered. 7 Ord. No. 27-07-1928 SECTION 4. Applications for construction of new two-story residential homes or new two-story additions to existing homes requesting review by the ERPB after enactment of this ordinance shall comply with the requirements of this ordinance. SECTION 5. In case conflicting regulations exist, the requirements set forth in this regulation shall apply. SECTION 6. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are hereby repealed. SECTION 7. If any section, clause, sentence, or phrase of this ordinance is for any reason held invalid or unconstitutional by a court of competent jurisdiction, this holding shall not affect the validity of the remaining portions of this ordinance. SECTION 8. This ordinance shall be effective immediately after the adoption hereof. PASSED AND ADOPTED this f�4day of , 2007 TEST: AP ROVED: Y CLERK MXYOR Commission Vote: 5-0 READ AND APPROVED AS TO FORM: Mayor Feliu Yea Vice Mayor Wiscombe: Yea Commissioner Palmer: Yea Commissioner Birts-Cooper: Yea Commissioner Beckman: Yea CITY RNEY 1st Reading: 8/21 /07 2nd Reading: 9/4/07 PAComm Items\2007\9-4-07\Mc Mansion Ordinance 8-14-2007Plannino Board Hearing.doc 8 sou ry South Miami. q AlMnerica CRY INCORPORATED CITY OF SOUTH MIAMI 1927 R PLANNING & ZONING DEPARTMENT STORMWATER ORDINANCE 2001 To: Applicants From: Sanford Youkilis, Acting Planning Director Subject: City of South Miami Stormwater Ordinance # 06-07-1907 —Transmittal Notification In an effort to prevent development that would result in contributing to or causing recurrent ponding on adjoining properties or public rights-of-way, the City of South Miami has adopted the Stormwater Ordinance on March 6, 2007. Therefore, I hereby acknowledge that I am in receipt of the Stormwater Ordinance #06-07-1907. Agreed &Accepted Company Name Address of Development Print Name Date Sanford Youkilis, AICP Date Acting Planning Director YAStormwater Ordinance Transmittals\Stormwater Ordinance Transmittal Letter.doc ORDINANCE NO. 06-07-1907 AN ORDINANCE'OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, RELATING TO' DRAINAGE; AMENDING SECTION 20=4.7 OF THE CITY'S LAND DEVELOPMENT CODE IN ORDER TO CORRECT THE TITLE TO REFLECT "MINIMIM STANDARDS" FOR ALL CONSTRUCTION AND NOT JUST IDENTIFYING MINIMUM HOUSING STANDARDS; MODIFYING SUBSECTION (C) IN ORDER TO SPECIFICALLY REQUIRE ALL PROPERTIES TO RETAIN STORTNIWATER DRAINAGE ON SITE SO AS TO PREVENT DEVELOPMENT THAT WOULD RESULT IN CONTRIBUTING TO OR CAUSING RECURRENT PONDING ON ADJOINING PROPERTIES OR PUBLIC RIGHTS-O&WAY; AND ELIMINATING SUBSECTION, (J) ENTITLED "CERTIFICATE OF OCCUPANCY RELATING TO REHABILITATION AREAS AS NO SUCH CERTIFICATE IS USED IN THE CITY, AND AS REHABILITATION AREA IS NOT DEFINED; PROVIDING FOR SEVERABILITY, ORDINANCES IN CONFLICT,AND AN EFFECTIVE DATE. WHEREAS,the Mayor and City Commission of the City of South Miami desire to promote, protect and improve the health, safety and welfare of the residents and businesses o4 and visitors to, the City of South Miami by enhancing the minimum ' requirements of the Florida Building Code;and, WHEREAS,prior to the passage of the Florida Building Code, south Florida was governed by the South Florida Building Code, which code required individual property owners to maintain all rain run=off on their property;and, WHEREAS, flooding is a major issue in the state of Florida and specifically a j major issue for the general health, welfare and safety of the residents and businesses of I South Miami,and, WHEREAS,pursuant to the powers vested in South Miami pursuant to chapters 163 and 166,Florida Statutes, the City desires to enhance its minimum standards for all properties (commercial and residential), to require, individual property owners to maintain stormwater drainage on their properties;and WHEREAS, at its January 16, 2007 meeting the Planning Board, after public i bearing, adopted a motion by a vote of 4 ayes and 2 nays (Ms. Yates, Ms. Beckman) recommending denial of the proposed amendments; and Additions shown by umderliniast and deletions shown by everstik-ing: Page 1 of 4 Ord. No. 06-07-1907 WHEREAS, the Mayor and City Commission desire to amend Section 20-4.7, of the Land Development Code to require greater enforcement of the City's stormwater drainage requirements, and to correct the title of Section 20-4.7 to correctly reflect that the chapter provides minimum standards for all construction, not just for residential housing;'and, WHEREAS, the Mayor and City Commission also seek to delete superfluous subsection(J)reWing to rehabilitation areas as no such areas exist in the city. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY CONMIISSION OF THE CITY OF SOUTH MIAMI,FLORIDA: Section 1. Section 20-4.7(C)(4) is amended to reads as follows: 20-4.7 Minimum housing standards. (C) Exterior Property Areas. (4) Stormwater Drainage. Stormwater contributing or causing recurrent or eweessiv pending shall be eliminated through proper filling, elevating, drainage; or grading of the site. The ground shall be graded away from the building and foundation, but not so as to cause water to drain onto adjoining property ies or to recurrently_drain_onto public rights-of-way. Prope owners shall he required to maintain adequate swales French drains, or other. mechanisms to ensure that stormwater does not drain onto adjoining properties or public rights-of-way. In all new construction �g. or a4digom any signifleaut addition that results in changes to the elevation of the site that would result in runoff to adincent properties or the right-of-way made after T--`-•---•" 299; March b 2007 failure to comMly with this subsection shalt result in the denial of a certificate of occupancy or certificate of use until such time as sufficient proof ipmvided to the City Building Planning and Public Works Departments that the development shall retain stormwater on site or that adequate drainage is provided so as to prevent the development from contributing or causintt recurrent ponding to adjoining property(ies)or public rights-of-way. (J)Reserved Additions shown by underlining and deletions shown by evefsL-Rdng. Page 2 of 4 Ord. No. 06-07-1907 (3) o� g; ausingfebeeenduetedes ewe e s building �a _ w,,;+,+: abi}in e--}}pB Ai1 -the4mFilE ng--ofici� issued-ro=-a tiu #used-n whole Ar ii}any part feF human-habitation until ibe building Ct' 1 ..tip that the building r ml thereof used f Y h.,w• ..•F ae habitag to the pfeAsiens of this GodeL; Whem an area has been designated as a r-ehabilitatiea efea; a eepy of this the reeerds of the eounty tax assessor. - e the attention of the ddressee of the .;nl,+:nw ..e++;,,. . 1;.,.,;+ ..e--A n£Rfl�+.,., Section 2. If any section,clause,sentence,or phrase of this ordinance is for any reason held invalid or unconstitutional by a court of competent jurisdiction, the holding shall not affect the validity of the remaining portions of this ordinance. -Section 3. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed. Section 4. This ordinance shall be codified and included in the Land Development Code . Section 5. This ordinance shall take effect immediately upon enactment. PASSED AND ADOPTED this 4J t!day of 2007. ATIT3ST: APPROVED: 0 cj: 09C2 h C T CLERK YOR l"Reading— 2/20/ 2"d Reading- 3/6/07 Additions shown by underlining and deletions shown by ever, g. Ord. No. 06-07-1907 (4) COMMISSION VOTE: 5-0 READ AND APPROVED AS TO FORM: Mayor Feliu: Yea Vice Mayor Wiscombe: Yea _---- Commissioner Birts: Yea LuisN Figueredo, Commissioner Palmer: Yea Nagilf Gallop Figueredo,P.A. Commissioner Beckman: Yea Office of City Attorney P .Comm ItemsM07\2-6-071PS-07-001 LDC Amend 20-4.7 Stoanwater Ord.doc Additions shown by underlinine and deletions shown by ovembAdftg: 'LEES 4 PALMS �. 88.00' ( R&M ) coos aw ro I aosaruc,ru.,mm"24 ++ +r s dR 1w _ _ 1. texuf 11,61 t3' 55' 35'-4' 14it1 I.oIIIpAp Cahapy Mete}ssd Cord�14 66bas tai TIP" O.U.L. ... _.. _.... ..- . .. _ .._... � �m me P 14 •IB' Double Trunk LOT 9 � *NATIVE MAW HATER& BLOCk 2 aLOCKR ab 8 oe SWWW 4 aift PS I MiAW^/Ci7F'liGM W X !#kiln !'I 40 CGWAW 09941110 TWO ete rmvpwp a�uep.uiw bm:lda Full te+Embe, n"er c *e�oloJ E3a1 1 BpACt4bt11e a'-5' 2b'•9' 1 Collon Eepaller on Fegea elvdleur t7 Grn�eo�pbaidiri,e Irtleo W,,24" I @"• ° 3 Gallon Full to 5a ,T OA Carter Nytleaocaltfe LtlllFbila }2+.14i 100.I.Z" 9 f3aiipn 3 Plelrte 14 Spider fitly per Pat Mtn ID gn i %i: ICI Ixora iMagl }.n.� Ig IP°=4 1B°•2p" 3 G41ton Full to Saw 2'Ot Center F'�M »warp hcArtl Ja"rnun+btlnpiretroilurt " . " 1 • -.. ;:r y,.. I6 -ig I6 .10 9 Cta tlArl T on Csntar lUax Jaemin htn of b oleerratm'glreane' }•� 1 ?m ep 66"•It1� 120.14" full iQ Full To 1544a 3 Plante 4Aa f�4! !B es 3 Zoom *"on COW COW Fleh Tole ,. .. , 00 s m G9 dtlet vNae FtltlhtddbGkee 2b'-3' 2b"•3' �aptlwn Nee C NATIVE KANT MATERIAL cc r N WPL04TMTQ1% "NOWAVR D L) , rp (FiN13 WME MI6 ARrQI'A�C? bUTID WALL) A P IM OF W DAM AMR It+terTALLATICK U� ne LANOLIAMW rl a ae W04 WHIT or son gm V LAYWR OF MAW rrP.f9.ANf ePAeeaa verp me-CA + tc�J d As ePW"gp ceal�ra-ag,t+a®a "T11 ut r'elau 04"By S.W. '18th TERRACE lls,aietelrt SCALE nr PtlMs 'lbw , 101 .. m I I .. 1 I I db�4 rNbaat�Akm amen Bk�AvA1E l9JrniE SEC AfOpa4 A"R1U1. 7 414,ormn-arms a mcra eo&mrA SKEET FLUOR PLAN SCALE; 1/B =1 -per- 5HRUBa 4 GROUND COVER DETAIL L I OF ONE ■ ■ ■ rr:�` fly F HIP. WO am PIP- Y 4 • • • a t L Jam¢_- ♦ � 'd11i~ �llr ryh'h, ►t - r rig�'1w'C(v(I t � =x.��-����: �,.��q�■r-:��,q��wn��•��� ;; �������� ~����g■���-,�..,v`� g�i� . II I�� ��t:�l 7 A!•.i �en]!�,shy"'i! . 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U PLAT LIMIT U E„ s.v REYISIC S F.I.R. 1/2" ° ' o F.I.R. 1/2" _ , NO DATE `i ROC WALL 88.00 ( R 8c M ) v �f, (NO ID.) o o NO ID.) x ON PL Lo P. .L. , U.P. O.0 F s 9 LOT LOT Ou' LOT ` - ' b C04, o ,�O �" cl, BLOCK2 7 o BLOCK2 JAG BLOCK2n 00 o ao -0-Gj� � m s 1r`'"s-aR► s3 r ,b:- n x v N lo 0 v �� No „ rT a. zo n w _ Q n � xur U: < m METAL J AREA MAP 0 SHED ° E°•m� U a � TO BE .-. SCALE:N.T.S. DEMOLISH 45.60' 06 32.32' 10.11 06 W FF=12.83' ADDITION ►� Z O O W N EXISTING W !I ONE STORY > 10 2 9 $ 7 6 RESIDENCE Q ~ o # 6611 o ti _ Lo_■ °• `f) 1.40' AREA=1305.815 SF co ?> S.W. 78th TERRACE ELEV.= 13.50' (n 0.20'CL �i 1 /\A i■/ .'.' EXIST. °o LOCATION SKETCH 32.37' 9.60' . 18.05' 10.06' 0.46'CL SCALENT.S . O � WOOD DRIVEWAY - LEGAL DESCRIPTION RAMP ■ DRIVEWAY TO BE o �DEMOLIS N � `90" 7 a 1219, LOT 8, BLOCK 2 , 'DAMS MANOR%. Lo ul N N N F7. PLAT BOOK 51 , AT PAGE 41, �5 DADE COUNTY, FLORIDA F.I.P. 1/2" F.I.P. 1/2" r��' 3, O FD NAIL (NO ID.) (NO ID.) / / (NO ID.) / . . . . . . W.M. `r, Z BLOCK 176.00'(R&M) 88.00' ( R & M ) Z W LJJ M CORNER 15'PARKWAY SITE TABULATIONS: J cc) ZONING DISTRICT: RS-3 J NET LAND AREA: 10,032 SF o'. . . O AREA OF BUILDING (EXISTING): 1,300 SF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o. . . ADDITION (FIRST F) 215 SF I'I T co °o �� 20'ASPHALT PAVEMENT N' . . .^ • ENCLOSURE (FIRST FLOOR) 105 SF W _ N ADDITION (SECOND FLOOR) 454 SF r H . . . . . . TOTAL ADDITION 774 SF _� MD r (50'TOTAL RAW). . . . . . . . . ... TOTAL BUILDING 2,074 SF W (o U) .(PER PLAT PERCENTAGE OF LOT COVERAGE 20.67 % > S.W. 78th TERRACE LANDSCAPED AREA 7,058 SF SITE VIEW os . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . REQUIRED SET BACKS: FRONT �5. SrJrE 1�'1-0' SIDE 7.5' ASS WN SIDE 7.5' o SITE PLAN REAR 25' x W M.C. W SCJiIE 1/{'-1'-0 muwff V J.L. 5 P-1 SHEET 28.P a u v a REVISIONS NO DATE FLAT ROOF _ U OWOW O 2a-r 1'4 O T 46 IN b �F W Lnow N^N I\ FQ 2W� cc,1'J• 5-ta• 5-10• 1'-a• 11'11• IA uNMN�2r1. % o P�F ,a• ,a-r s ,z-s - w0 KM W< n1%� • DEN >n N d J 2,•-r GO HIPPED ROOF r.P 3'-r 8'3• 10' 21,�. 3 N X lal r Q ..miR -{-fi r-c s•-r 5�• s•-r 4: o a Eoj dw b STORAGE 6 _ b H 6 HIPPED ROOF �1 A uu• 8• 5-T 1' 8'A• 5-8• 4• 5-8' IT 1� b JL KITCHEN iv ,�, ,�, EDROOM 2 A4 FLAT ROOF n F s•s n•-r 1• .. 5-5• v rs• z-• rr b b � b a a CL m m b EXISTING ,',a r-r F. a'-S5-t• 15-r zs U FIREPLACE - LIVING ROOM m-n• � 25a m GARAGE EXISTING_ ROOF PLAN r 1su• era 5,a' S-,a •-r ,r.v z- r-rr z-s 1• 15-s Sr•,c 1/4 1'-0' rn r BEDROOM 1 O u oN WF-24 WF-24 W $o PORCH � ,a �1 N C4 N LL LL in � 7j fr r, 5r ns ,5r s•-o• tr-r 2r-r z-r Fr 5<• 5-1- as-r WF-24 N N g. LL LL WF-24 ' Z n/ M� b J W LWL cM EXISTING FLOOR PLAN b a 0c) rl LL WF-24 N J Z ui WF 24 2 U) = lit _ VJ r e.2 m O N W F-24 ^ (D U) LL W 5P O6-1fr08 b WF-24 AS SHOWN o N w LL Y N � � LL J.L. WF-24 LL . EXISTING FOUNDATION PLAN A-1 �'� WF-24 SHEET 1 OF 7 REVISIONS NO DATE 0 JUJ WOp b 8(b m $ O N^M�� � N n= % - MOluv�i�r w� NM QU r r%� a0 ti We XLJ OlAllfil I fill En C� Ecirm 0 \ / EXISTING SOUTH ELEVATION 9C„E,/r_,.-. EXISTING NORTH ELEVATION SOME:,/r.Iry rM—�1 � v ox � uo ------------ --------- --- Z Z� EXISTING WEST ELEVATION J W M o/ //) G \ " r- ---------------- -- ---- ------- - x (o O O (1J m CO 06.18-08 EXISTING EAST ELEVATION AS SHOWN Sc"-,/r-1.-0 � W Y S U J.L. A-2 SHEET 2 OF 7 REVISIONS 26'-p • NO DATE — —— = 00�! ..... ._ ..- 217' - I I J oWON O 2p-11• F LI 1 n 0 / za-r na- iniium----- nnmm�nunnL ,� :,fir STORAGE — A IF KITCHEN n I U r0 .b ti ....... t,.....• In fI BEDROOM I 1 O 4 I a ..m o NQ Ede EIBBIBBIDIBIIBBRNIOImIBNIBIR10R10fl1II .:� � :.:µ. HIPPED ROOF I I - 'L U) a FIREPLACJ EXISTING I ' LIVING ROOM t•,•,n I� 1.4 >n [f� J1 FLUE I /) GARAGE i M HIPPED ROOF �I n „- BEDROOM 1 Iid{110IIIilifilil liliiBiBliii{Ililil _._ � a I� PORCH 1e , rr I I $ 18'.r 1P-11' 3p-8' 0 4 Sy 1 DEMOLITION ROOF PLAN DEMOLITION FLOOR PLAN Q Z � � a WWI 3'-W GENERAL DEMOLITION NOTES: Z �+ pp u' _O J ti THE PRIMARY RESPONSIBILITY,IN ALL INSTANCES,OF THE GENERAL CONTRACTOR(G.C.)HIS THE G.C.IS RESPONSIBLE FOR SCAFFOLDING,STAGING,AND LADDERS,AND SIMILAR ITEMS SUCH AS LIFTS PRIOR TO THE START OF ANY WORK THE G.ZEXAMINE L I 1 I Q EMPLOYEES,VENDORS,MATERIAL SUPPLIERS AND SUB-CONTRACTORS SHALL BE THE AND DEVICES REQUIRED TO ACCESS THE WORK.ALL SUCH ITEMS AND DEVICE SHALL BE COMMERCIALLY AS THE BUILDING AND ALL OF ITS COMPONENT PARTS AS WELL OUTSIDE STRUCTURES,ETC. r_ W - MANUFACTURED AND BEAR SAFETY REQUIREMENTS AND LIMITATION FURNISHED BY THE MANUFACTURER'S THE G.C.SHALL HAVE ALL APPROPRIATE SUB-CONTRACTORS AND SUB-TRADES ASSIST HIM IN c SAFETY O THE 517E AND ALL PERSONNEL ON THE SITE THIS INCLUDES THE GENERAL PUBLIC. THIS ALSO INCLUDES THE BASIC AND FUNDAMENTAL STABILITY IF THE STRUCTURE,AND THE AND POSTED AS REQUIRED BY GOVERNMENTAL AGENCIES AND/OR INDEPENDENT TESTING AGENCIES.ANY AND DURING THIS EXAMINATION AND SHALL MAKE THE BUILDING"SAFE"PRIOR TO THE START ENVELOPE INCLUDING ALL OF THE STRUCTURAL FRAMEWORK AND ALL OF ITS ELEMENTS AS &ND ALL SUCH REQUIREENTS CONTRACTOR M HIS EMPLOYEES,CONTRACTORS.SUB-CONTRACTORSEVENDORS,SUPPLIERS AND E OF ANY DEMOLITION WORK O U WELL AS VENEERS,ETC. EVERYONE ON THE JOB S1TE THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORK OF ALL THIS SHALL INCLUDE,BUT NOT BE LIMITED TO: T SUB-CONTRACTORS ENGAGED ON SITE.. 1.ELECTRICAL DEVICES AND SYSTEMS. LEGEND THIS RESPONSIBILITY INCLUDES THE PROTECTION(FROM ANY DAMAGE DURING DEMOLITION) 2 PLUMBING SYSTEMS w ''^ O OF THE STRUCTURE WHICH SHALL REMAIN WHEN ALL OF THE DEMOLITION PHASE IN A PART OF THE WORK IS RELATED TO THE REMOVAL ALL STRUCTURES,FROM-20.0 UP AND ALL CHANNELS 3.MECHANICAL SYSTEMS(INCLUDING GAS IF ANY) Q /'� CIS ,W COMPLETE. AND SIDING. 4.FIRE SPRINKLER SYSTEM. - W _ - 5.ALARM,TELEPHONE,AND SIMILAR SYSTEMS. WALL TO BE DEMOLISHED -T� REMOVE/DISASSEMBLE,ETC.ALL NON-STRUCTURAL ITEMS COMPLETELY BEFORE BEGINNING TO WORK ON PROVIDE:SCAFFOLDING,BARRICADES AND SAFETY PRECAUTIONS AS MAYBE APPROPRIATE ANY ITEMS WHICH MIGHT EFFECT STRUCTURAL SYSTEMS. NOTE SHALL BE MADE OF ALL AREAS WHICH MIGHT HAVE UNUSUAL AND/OR GREATER HAZARD """..........-""'-""' FOR THE WORK. AND SPECIAL CARE AND ADDITIONAL TIME SHALL BE HAZARD TO A MINIMUM THESE AREAS 0616-08 INSPECT STRUCTURAL SYSTEMS WITH SPECIAL ATTENTION TO DIRECT,OR INDIRECT ATTACHMENTS TO THE SHALL BE SPECIALLY MARKED AND,IF APPROPRIATE,BARRICADED. FLOOR TO BE DEMOLISHED THE G.C.SHALL BE SOLELY RESPONSIBLE FOR THE PROGRESS OF THE WORK AS WELL AS STRUCTURAL SYSTEMS.........AND:REPORT ANY UNUSUAL OR DAMAGED CONDITIONS PRIOR TO STARTING ANY MATERIAL AND METHODS OF CONSTRUCTION REQUIRES FOR ITS PROPER AND SAFE WORK SHICH MIGHT CAUSE THESE CONDITIONS TO BECOME MORE ACUTE OR INCREASE THE SCOPE OR TEMPORARY CONSTRUCTION:THE G.C.SHALL HAVE MADE AVAILABLE DURING THE COURSE AS SHOWN COMPLEXITY OF THE WORK. OF THE WORK A WELL AS DURING THE DEMOLITION SECURE.SAFE LIGHTING AS WELL AS IMPLEMENTATION. MECHANICAL VENTILATION AND DUST CONTROL SYSTEMS.THERE SHALL BE AT LEAST ONE y ROOF TO BE DEMOLISHED ® THE G.C.IS RESPONSIBLE FOR THE PROGRESS OF THE WORK AS WELL AS THE STAGING AND USE ONLY STRUCTURAL GRADE MATERIALS,APPLIANCES DEVICES,HARDWARE,CONNECTORS,ETC.IN THE TELEPHONE ON SITE DESIGNED FOR EMERGENCY USE. M.C. EXECUTION OF ANY ACTIVITY RELATED TO DEMOLITION. SEQUENCE OF EVENTS 70 ACHIEVE A FINISHED PRODUCT.AFTER FIRST CONSIDERING DURING,AND AT THE COMPLETION OF ANY CEILING REMOVAL OR SIMILAR PHASES(SEE: U SAFETY,HE SHALL ENDEAVOR TO PROCEED SO THAT ANY OF THE PREVIOUSLY COMPLETED DISPOSE OF ALL DEBRIS,TRASH,ETC.VIA THE USE OF AN APPROVED HAULER IN AN APPROVED LAND FILL OR AREAS NOTED ON THE PLAN FOR DEMOLITION)THE EXISTING STRUCTURAL SYSTEM ABOVE J.L. EXISTING TO REMAIN PHASES AND/OR PARTS OF THE WORK ARE UN-AFFECTED OR NOT EFFECTED ADVERSELY BY SIMILAR DISPOSAL PLACE TO FACILITY. THESE AREAS WILL SOME INTO VIEW.THE SYSTEM,TO THE EXTENT VISIBLE PRIOR TO THE ONGOING ACTIVITIES,OPERATIONS OR EVENTS. RESPONSIBILITY FOR THE DISPOSAL OR REMOVED MATERIALS IN SOLELY THAT OF THE GENERAL COMMENCEMENT OF THE WORK, CONTRACTOR. PROTECT THE TRUCK LOADING W/FLAT SCAFFOLDING DURING DEMOLITION FROM FALLING TOXIC.DANGEROUS,HAZARDOUS OR ENVIRONMENTALLY SENSITIVE MATERIALS,THEIR HANDLING,THEIR OBJECTS.DEBRIS ETC.SO AS 70 HAVE INTACT AT LEAST ONE MEAN OF EGRESS ON THE EAST _ CONSEQUENCES RELATED TO HUMAN EXPOSURE BOTH ON AND OFF SITE AS WELL AS THEIR SAFETY IN WALL DURING THE COURSE OF THE WORK. TRANSIT AND THEIR ULTIMATE DISPOSAL ARE THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY. SHEET 3 OF 7 aar REVISIONS b ------ - - --- -- - --- - - - - - NO DATE b � I I b I c b L N FLAT ROOF i nF 88J L of O p b uP L g�06 !p MAS`` C 10 S amp S" CD z 7s b I In u�y` 75• © < I M S Ts' 1'.ry 2-5 4- O O O W EG SS CL T I Cif s Qb M1 !M�1O 2 a O °i GL &I I y6 "M EXISTING OM STORAGE NCH. a �'- irk• HIPPED ROOF NEW TO REMAIN O vii. - MASTER T- KRICK I J r-M 4'4 r-0• v BEDROOM RS O BEDROOM _ I N = 00 N I < ••mLL v SET A 3• Ts' v le B CLO O I O N E 4 O ' z a Y � EXISTING A OA DINING ROOM U Q2 0. re NEW EXISTING umm o vv zr b KRICK HIPPED ROOF ROOM N v v in TO REMAIN ILLLJ , 2 - �/� L p I • n v KI I L tF 103• a u u I BEDR n § v L L� UP 2 tr v - EW NEW EW NEW b O v L >n tp Bp OO- b A KRICK KRICK KRICK KRICK B- tv- a ex6•OVERFLOW Bxfi•OVERFLOW 2 ti asr SCUPPER q e• �n-� g 6.2• r-n a-m 2 PICAL OF 2) TYPICAL OF 2) A '•-S• SECOND FLOOR PLAN _ Op SCNF..1/4'.1 w d A CLOSET N ''P r-r 4T-T Jt'0' 1'.v' (� . 2 C l o O N � b EXISTING j T_D. VNG ROOM N ��I 1Wu'1 O b CLOSET " O I I QV 4 o m GARAGE 2-B' A O w D 1 m Z. DROOM in O I I 3 FLAT NEW ROOF I c I 103• 8- 3-P 5'-0• a'-11• J-0' -a• �. 13'-1• I I LOSET S b I�pII � � 1 A PORCH N © UP I I s•-B• s-Ia ss sa ss +rs s-r I I 4r" I ,w I11 M as-r v/1 LJJ .-N- II II I Z W Wch GROUND FLOOR PLAN� I HI'D HIPPED I I I Q ~ —i G A ROOF ROOF I I $ J EXISTING NEW HIPPED ROOF I a W Q KRICK 70 REMAIN _ 5 II I _ U � W : O NEW EXISTING I W (0 LEGEND KRICK HIPPED ROOF I 70 REMAIN I I I I I I owls-os EXISTING WALL TO REMAIN 0 I I I i As sr+owN NEW 8"THICK.CMU WALL W S NEW PARTITION I == I I Ew NEw Ew NEW I �� KRICK KRICK KRICK KRICK VIKAWING NO. b 'a n•r •"p is-r —— — — is- —— —— v A-4 ROOF PLAN 4TT SHEET 4 OF T REVISIONS NO DATE ZONE 5 ZONE 5 42.9 PS 56.05PSF 42.9 PS 56.05PSF AREA 21 SQF AREA 21 F NOA 08-0423.17 NQA.OW23.17 ZONE 5 45.11 PS 60.4 PSF ELEV.+25'-W ELEV..25'-0' AREA 1 SQF 10 NOA 0&0204.03 4 r? 12 4 1:, 8 nnN T8.ELEV.+19-9' Af,T8.ELEV.+19'-9• ZON 4 C W O mI ZONE 4 41.25 PS 46.76PSF a n F- 7 7 ZONE 4 ZONE 4 ZONE 5 AREA 21 F ZONE 4 O W a0 4. 43.78 PS 47.6 PSF NOA 08-0423.17 43.04 PS 46.87PSF O �� 43.58 PS 57.34 PSF 43.58 PS 57.34PSF 44.23 PS 48.06PSF AR 15.75 SQ AREA 20.25 SQF �AREA 16.88 SOF AREA 16.88 SQF AREA 13.5 . NOA04-0528.03NOA 03-0612.04 NOA 03-0612.04 NOA 04-052803 12 12 rdiplank 3 F1- 3 NOA 07-0418.04 SMOOTH FINISH rr� LIGHT YELLOW C7 T8.ELEV.+10'-0• N Q T8.ELEV.+10'-0• EXISTING COLOR WITH nn A �d 50 a! 1 D O hardiplank H H F b4, D NOA 07-0418.04 �/ // �4n ' m c ®. y ® ol // ® SMOOTH FINISH 0 Ws1 o LIGHT YELLOW /� // / E .� ® p COLOR MATCH WITH f f t t ® EXISTING COLOR F.F.E.+7-7 12' F.F.E.+2'-7 1/2- F.F. F.F.t 0--0• ZONE 4 ZONE 4 ZONE 5 41.25 S 46.76 PSF 43.04PS 46.87PSF 45.11 PS 60.4 PSf ZONE 5 ZONE 4 AREA 21 SQF AREA 2025 SQF AREA 1 SQF 38.59 PS 47.36 PSF 42.94 PS 46.76PSF NOA 080423.17 NOA 040528.03 NQA08-0204.03 Ch AREA 9443 SQF IARFA 21 SQF NOA 06-1017.07 NOA 08-0423.17 I r Back Elevation Q' M Front Elevation U Ova - x = D ZONE 4 ZONE 4 ZONE 4 45.11PS 48.94PSF - 43.78 PS 47.6 PSF 43.78 PS 47.6 PSF AREA 6 SQF AREA 15.75 SOF AREA 15.75 SQF NOA04-0528.03 NOA 040528.03 NOA040528.03 ELEV.+25-m ELEV.+25'-0' - T8.ELEV.H9'-9• T8.EL-N9'-9• e G U) W `'' hardiplank J 11 M NOA 07-0418.04 �� L w SMOOTH FINISH hardiplank LL M LIGHT YELLOW COLOR MATCH �� �� NOA 07-0418.04 < r J WITH EXISTING COLOR t SMOOTH FINISH LIGHT YELLOW COLOR MATCH WITH EXISTING COLOR n _J LL W Q T8.ELEV.+10'-0• TB.ELEV.+10-0' _ A A A A F F f/1 06-16-08 F.F.E.+2'-712' RF E+2'-712• AS SHOWN l] W F.F.t 0'-0' Ow F.F. 0'-(r M.C. W S ZO E 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 J.L. U 43.78 PS 47.6 PS 43.78 PS 47.6 PSF 43.78 PS 41.6 PSF 43.78 PS 47.6 P F 42.94 P 46.76P 45.11 PS 48.94P F 45.11 P 48.94PSF AREA 15.75 SQ AREA 15.5 SQ AR 1 .75 SQF AREA 15J5 5QF 1AREA 21 SQF IARLA 1 SQF AREA 1 SQF ' NOA040528.03 I JNUA0405n.03 I INGA04-0528.03 NOA 040528.03 NOA 08-0123.17 INOAO&MG3 NOA 08-0104.03 A _ Right Elevation Sr AL- Left Elevation MALL tp'-VI SHEET 5 OF 7 REVISIONS CATEGORY 92 MODIFIED BITUMEN 2 PLY 15# CATEGORY 92 MODIFIED BITUMEN 2 PLY 15# NO DATE FIBERGLASS FELT HOT MOPPED ON PLY 30# FIBERGLASS FELT HOT MOPPED ON PLY 30# FELT TIN CAPPED IN PLACE 0(�12"O/C OVER FELT TIN CAPPED IN PLACE(�12"O/C OVER EXISTING ROOF _ 5/8'CDX PLYWOOD SHEATINZi NAILED W/10d 5/8"CDX PLYWOOD SHEATING NAILED W/10d NAILS�(R 6'AT PANEL EDGES&INTERMEDIATE NAILS(d16•AT PANEL EDGES&INTERMEDIATE SUPPORTS.NAIL SPACING SHALL BE 4"O/C AT SUPPORTS.NAIL SPACING SHALL BE 4'O/C AT GABLE ENDS,IN ALLCASES. GABLE ENDS,IN ALLCASES. (1)WOOD 2'X 8"BLOCKING BETWEEN JOIST STRAP WOOD JOIST WOOD JOIST STRAP SEE STRUCUTRAL 2"x12'@16'o/c 2"x12"@t6"do SEE STRUCUTRAL PLANS 1/4':12"SLOPE 1/4":12" O SLOPE a U (m 0 cm O r-dOm B OfD ONDn U T.OF TIE BEAM T.OF TIE BEAM OD F. —'—'— +10'-0"V.I.F. b vir CONTINUOUS 26 GAUGE 7LFURRING R-1 a0�'Qj METAL DRIP FLASHING NS EXIST.STRAP EXIST WOOD pp ¢ ON 1 X 2 P.T.WOOD ID'�"'N� Q USTICAL SPRAY FIN.ON ACOUSTICAL SPRAY FIN.ON JOIST NAILER W/2 D.GALV. N GYP.BOARD ON 1X3 1/2'GYP.BOARD ON 1X3 ROOF NAILS AT 4"O.C. —U' RING STRIPS,SECURED FURRING STRIPS,SECURED XIST.TIE BEAMA.TRUSS W/2-8 D. TO EA.TRUSS W/2-8 D. CEILING WHERE OCCURRING MON NAILS COMMON NAILS 2"X 12'SMOOTH FIN.WD. SEE FINISH SCHEDULE O FASCIA NAILED TO 8"X .TIE BEAM W/4#TRUSSES W/2-16D 5'S C #5'S BENT AT COR "EA.WAY TYP. 5/8"'fYPE)'GYPSUM BOARD =STUCCO SOFFIT,WITH 6"X 24" 4#3 2"O.C.AT EACH SIDE-1 HR RATED U G m M SOFFiT VENT.REFER TO ROOF PLAN CORD AT EACH BEND FOR NUMBER AND LOCATION SPACED 4'-0"O.C.MAX AND E AT 48'O.C. d� O -5'8'METAL STUDS(25GA) 7•0 a @ 16'O.C. 3 r- X LT #5 48"O.C.VERT.IN BLOCK o "� PEEROCK CONCH SEE SI NEW8"C.M.U. EXIST8'C.M.U. Ed� FOUNDATION FOR LOCATION 1/2"GYPSUM WALL BOARD ON FURRING STRIPS @ 16', R-5 INSULATION Sm.NO.9 LADDER TYPE 1/2GYPSUM WALL BOARD H RIZ.REINFORCING @ ON FURR NG STRIPS @ 16" EXIST O H 16"O.C.VERT. NEW 4'CONC.SLAB REINFORCED(3000 P.S.I) CONSTRUCTION WITH 6'X6"W1.4X WIA W.W.M.ON CLEAN SAND FILL PLACED IN 12"MAXIMUM THICK LAYERS WELL COMPACTED FINISHED DENSITY 95%BY MODIFIED PROCTOR TEST.APPROVED � STUCCO FINISH ON 8' VAPOR 15 MIL BARRIER&CLEAN COMPACTED CONCRETE BLOCK TERMITE TREATED FILL(TYP.THROUGHOUT). 1/2"THICK. "THICK EXISTING WOOD JOIST EXPANSION JOINT EXPANSION JO NT .OFFFF.ELEV. F.F.ELEV. O METAL CHANNEL ODD BASE WHERE OCCURRING GRADE 1 \\�\\� \/\\/\\/\\ SEE FINISH SCHEDULE I I sF F NISH FLOOR O F,UM NEW FOUNDATION NO RATED SEE FOUNDATION PLAN ISTING WALL FOUNDATION NON-BEARING PARTITION SECTION A/A-6 A SCALE N.T. SME.1/4"'1--w NON RATED B WALL HUNG CABINETS J W O� SCALE:N.T.S. 3SW METAL STUDS,20 GA AT 16'O.C. Z0� CO `r W W M WOOD BLOCK SECURED J TO STUD STUD O DO FILL W oc) LL DIMENSIONAL LUMBER J 3-5/8"METAL STUDS, AS NEEDED TO Q AT 24"O.C.TYP O CEILING LINE Q W SECURE CABINETS. �7 SECURED TO FRAMING. 2 /A = 3-5/8"TOP RUNNER WITH SCREWS AS /.a/. VJ 1/2"(TYP.)X G.BD ON EACH 25 GA.) REQ'D BY CODE TRACK SECURED W V J r ~ SIDE OF PARTITION TO RUNNER Z WOOD BASE PLATE W 0 NAILED TO WOOD ^ M RUNNER 0 W RUNNER FASTENED 4 •F WITH SCREWS TO STRUT STUD 06-16-08 DECORATIVE + WOOD BASE AS SHOWN WOOD STOP CASING PLATE NAILED TO m FASTEN TO BLOCKING c AS REQ'D GYPSUM WALL WOOD RUNNER Y DOOR BOARD M.C. W WOOD RUNNER J.L. V DETAIL B/S-1 WOOD DOOR HEAD CABINET BACKING DETAIL WALL CORNER DETAIL PARTITION BASE DETAIL A METAL,TRACK OR STRAPPING MAY ALSO BE USED FOR BACKING STEEL STUDS PER WALL TYPE,SCREWS AS REQUIRED PER CODE,TYP. OPTIONAL DETAIL RELATED TO OWNER FINISH SPECIFICATIONS SHEET'6 OF 7 X 4 PT.WD.�GING W/ SAFETY / EGRESS DOO NOTES REVISIONS CONC. ARCHITECTURAL NOTES N° DATE of 1 I/4 INTO CONC NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE S ALL BE LESS THAN • SPACED 8"FROM EA.END R BALANCE AS IT IS DESCRIBED 32-WIDE,EXCEPT THAT BATHROOM DOORS MAY BE 24" DE,UNLESS A LARGER THE CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS,VERIFY ALL IN THE NOTICE OF ACCEPTANCE DOOR OPENING IS REQUIRED TO SATISFY THE REQUI MENTS OF SECTION 515 OF THE F.B.C.2004.EVERY CLOSET DOOR LATCH S LL BE SUCH THAT CHILDREN ON SITE DIMENSIONS,EQUIPMENT AND BUILDING PLANS SHOULD BE O CAN OPEN THE DOOR FROM INSIDE THE CLOSET. REVIEWED TO ASSESS THE ENTIRE SCOPE OF THE PROJECT. EVERY BATHROOM DOOR LOCK SHALL BE DESI ED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN A MERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL WEATHERSTRIPING DOORS MAYBE SWINGING OR SLIDING,A ARE EXEMPT FROM THE • REQUIREMENTS OF SECTION 21-2.4.3 A 21-2.4.4 OF THE 1994 ED.OF NFPA.101 OTHER TRADES INCLUDING THE EXISTING STRUCTURAL ELEMENTS OF THE 0 d� NO DOOR IN ANY MEANS OF ESCAPE ALL BE LOCKED AGAINST EGRESS WHEN BUILDING °n m THE BUILDING IS OCCUPIED.ALL LO•KING DEVICES WHICH IMPEDE OR PROHIBIT 0 v EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED g a � PBERIME�DICNACULKINC AND • THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF THE SYSTEMS AS m a. CONC.LINTEL " \ INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE wn� STUCCO 3 AREA OF CLEAR OPENING EGRESS WINDOW NOTES: SYSTEMS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES,SAFETY JAMB 5.7 SO.FT.(MIN.) AN OUTSIDE WINDOW OR DOOR OPERABLE STANDARDS AND GOVERNING ORDINANCES. a FROM THE INSIDE WITHOUT THE USE OF TOOLS a AND PROVIDING A CLEAR OPENING OF NOT j LESS THAN 20 IN.(50.8 CM)IN WIDTH,24 IN.(61 • ALL FINISH MATERIALS COSIGN FOR THIS SPACE WILL BE DETERMINED BY e5 CM)IN HEIGHT,AND 5.7 SQ.FT.(0.53)IN AREA. CHOICE OF OTHERS. °d t� " THE BOTTOM OF THE OPENING SHALL BE NO m co' I X 4 PT.WD. BLOCKING W/ MORE THAN 44 IN.(112 CM)ABOVE THE FLOOR.. c3 x41' a/IB"o X 2 I//4"I.G.TAPCCN CONC. • ALL FURNITURE AND BUILT-INS NOT IN CONTRACT. CONTRACTOR TO r„ 00 STUCCO w"/A AiIN.EMBEDMENT AS PER N.F.P.A.101 SECT.22-2.2.3(C) a m OF 11/4 INTO CONC. COORDINATE SIZE AND LOCATION OF ANY BLOCKING REQUIRED(2"X4" o a °dam SPACED AS IT Is�DE ^ MIN.)FOR MOUNTING REQUIREMENTS. F�s Ea'� IN THE NOTICE OF ACCEPTANCE SAFEGUARDS: BECK BEDDING CAULKING AND CAULK z OPERABLE WINDOWS SHALL BE PROTECTED A • ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND SNAP IN GLAZING FOLLOWS: RESTRICTIONS HAVING JURISDICTION. BEAD(TYPICAL) WHERE THERE IS DROP OF MORE THAN 4'-0" HEAD 5.7 SO.FT.(MIN.) ON THE FAR SIDE OF SUCH WINDOWS AND THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS 1.4 SILL IS LESS THAN 36"ABOVE THE NEAR SIDE • (V WALKING SURFACE,SAFEGUARDS SHALL BE FROM PROJECT SITE. VINYL,,FATHER PROVIDED TO PREVENT THE FALL OF � STRIPPING .•-. J tt PERSONS WHEN SUCH WINDOWS ARE OPEN DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF 1�1 20 (MIN.) AS PER SECT.3508.3(E)(1)(APPLICABLE IN 2 • CAULK X O nd.FLOOR WINDOWS ONLY) OPENINGS,FIXTURES,EQUIPMENT,ETC. PERIMETER CAULKING 0 &BACK BEDDING MARBLE SILL zz LL a • ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID 0 (INSIDE LOOKING OUT) INTERFERENCE WITH PROGRESS OF THE CONSTRUCTION. a v \./ 4 °a °� PRECAST.CONC.SILL < 4,� Z TOP OF FIN.FLOOR REQUIRED INSURANCE SHALL BE PROVIDED BY CONTRACTOR FOR o-' W �o REFER TO ARCH.PLANS r SILL "m' PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE t"( EGRESS WINDOW DETAIL DURATION OF THE WORK. O Z I CBS WINDOW DETAILS N . T. S. • CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,FEES, O U 15 SCALE:N.T.S. INSPECTIONS AND TESTS. WINDOW SCHEDULE • CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. No LOCATION GLASS TYPE DESCRIPTION/REMARKS MAS.OPENING NOTES WIDTH HEIGHT A BEDROOM#1,2&3 IMPACT RESISTANT 5 SINGLE HUNG 42" 54" EGRESS B MASTER BATHROOM IMPACT RESISTANT 1 SINGLE HUNG 36" 24" C BEDROOM#1 IMPACT RESISTANT 1 SINGLE HUNG 73.25" 54" U) 1 I i D LIVING ROOM IMPACT RESISTANT 2 SINGLE HUNG 48" 54" LU Z N E STAIRS IMPACT RESISTANT 2 GLASS BLOCK 74.5" 24" J I.L F GARAGE IMPACT RESISTANT 2 GLASS BLOCK 72" 24" W M I�.I G MASTER BEDROOM IMPACT RESISTANT 1 SINGLE HUNG 83" 54" FINISH SCHEDULE H DINING ROOM IMPACT RESISTANT 2 SINGLE HUNG 54" 54" _ J ROOM WALL BASE FLOOR CEILING CEILING NOTES LL. ALL'OPERABLE WINDOWS AND SLIDING DOORS SHALL BE PROVIDED WITH SCREENS. MATERIAL HEIGHT U) J ~ PRODUCT APPROVAL REQUIRED ON ALL WINDOWS AND DOORS SHALL BE SUBMITTED FOR REVIEW BY ENGINEER PORCH STUCCO C.TILE TILE STUCCO 9'-8" 0 W Q ALL WINDOWS SHALL BE IMPACT RESISTANT. KITCHEN S.P.GYP OOD I E S.P.G P. 9-6 2" Z BATHROOM TILE .P.GYP W OD TILE S.P.GYP. 9'-8" Q 2 U 2 DINING ROOM S.P.GYP WOOD WOOD S.P.GYP. 9'-6 1/2" C/) W r � DOOR SCHEDULE LIVING ROOM S.P.GYP WOOD WOOD S.P.GYP. 9'-6 1/2" F— D 'r- p STORAGE S.P.GYP WOOD TILE S.P.GYP. BAR Z m (D C/)No LOCATION TYPE DESCRIPTION/REMARKS SIZE MATERIAL NOTES CLOSET BEDROOM 3 S.P.GYP. WOOD WOOD S.P.GYP. 9'-8" WIDTH HEIGHT DOOR FRAME MASTER BEDROOM S.P.GYP WOOD CARPET S.P.GYP. 9'-8" 1 ENTRY HINGED ALUMINUM INSULATED PANELED IMPACT 3'-0" 6'-8" ALUM/GLASS ALUM MASTER CLOSET S.P.GYP WOOD CARPET S.P.GYP. 9'-8" 06-16-08 2 BEDROOMS HINGED HOLLOW CORE 2'-6" 6'-8" WOOD WOOD MASTER BATH TILE/S.P.GYP. WOOD TILE S.P.GYP. 9'-8" 3 BEDROOM#1 BIFO DD HOLLOW CORE 9'-9" 6'-8" WOOD WOOD AS SHOWN BEDROOM#3 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" 0 4 BEDROOM#3 (FOLD HOLLOW CORE 4'-6" 6'-8" WOOD WOOD W 5 STORAGE HINGED HOLLOW CORE 2'-3" 6'-8" WOOD WOOD BEDROOM#2 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" M.C. bbe 6 DINING ROOM HINGED HOLLOW CORE (2)2'-8" 6'-8" WOOD WOOD UTILITY ROOM S.P.GYP TILE TILE S.P.GYP. 9'-8" w 7 BALCONY HINGED ALUMINUM INSULATED PANELED IMPAC T(2)3'-O" 6'-8" WOOD WOOD BEDROOM#1 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" J.L. 8 GARAGE OVERHEAC OVERHEAD STEEL DOOR IMPACT 9'-2" T-0" ALUM/GLASS ALUM/GLASSI BALCONY S.P.GYP TILE TILE S.P.GYP. 9'-8" UKAWINU NO. 9 LIVING ROOM BIFOLD WOOD LOUVER 3'-4" 6'-8" WOOD WOOD CLOSET BEDROOM 1 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" 10 BEDROOM#2 BIFOLD HOLLOW CORE 7'-0" 6'-8^ WOOD WOOD I HARDWARE SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL CLOSET BEDROOM 2 IS.P.GYP WOOD I WOOD I S.P.GYP. 9'-8" A-7 ALL CLOSET AND BATH DOOR SHALL BE OPERABLE FROM BOTH SIDES IN CASE OF EMERGENCY GARAGE S.P.GYP WOOD CONCR. S.P.GYP. 10'-0" ALL EXTERIOR DOOR SHALL BE IMPACT RESISTANT. CLOSET LIVING ROOMI S.P.GYP WOOD I WOOD I S.P.GYP. 1 9'-8" SHEET 7 OF 7 REVISIONS E App ——— ————— ,.. - ------- --- - � NO ,. ;DATE. I - - I � I NEW b L L FLAT ROOF O L N I t U PPA _3 WOj O O „ uP L O• � °��� U � n � . M115`TER` - S-S N 2 I co C LD A b B I MI 1. e 7e t.5• 1.�. 2-5 - T. B�• O W M 5 O O CH W ED ss CL T I < ua 1. 17 b %Op mM�1 © - a CL a EXISTING I <yK y Q HIPPED ROOF <O srpRAGE M31. ^ a J- t2-0• I- 4 - r NEW TO REMAIN I F�CD P MISTER I N_In= On 5 7-C �''-R 7-0' BEDROOM RI O BmROO. y,! Q 3a 1mN re I- o Na ECG uv OHO B CLosEr ' I �.�s dIn _ NEW EXISTING EXISTING R U (� KRICK HIPPED ROOF - O PINING ROOM v v O S TO REMAIN ROOM b I H I H v ' ' _ L- v L °�ll z I U v v v I L�T Iq�N BrDRI OM f2 - H 2.2• 5.D- I ulI \/ !• N I� rT vv LL 0 w u uP 02 N s s b I eALmO A KR% KRECK KR CK KR CK F v L O OVERFLOW LL ,D e• SIt6. RFLOW -r SCUPPER 4 2 w C OVE e•< m-a e• 2 PICAL OF 2) PICAL OF 2) r \ g -z =, 5� SECOND FLOOR PLAN V 1 v A 3'd A 5011E 1/4' 1 ar.r ,•.a• �,..1 _ b A O b -.v 2-r as-v l ON aosET —— F p b H COSTING Z? r-v T LIVING ROOM N F -L_ `J CLOSET A O (I W O GARAGE 2.g' A 3 g.y w I 19 0 W I I NEW I a D (� D cs BEDROOM IN O I I FLAT ROOF ,va• e• r-o• s-o• n,r a•a ra• a. +s-r I I - I B• b LOSET I I L. b VIII{-�-II'I F A - PORCH A 7 Om C.. UP I I N ® LL S.0 S-,D' S-B• 5-0' Sr it'.S' 6-T 1 12 II ,� � z � M It 'S-T M GROUND FLOOR PLAN / I I I Q (Y J LL SCALE 1/4� t'-r r /\ I HIPPED HIPPED I I b -Co w `/_✓]v b b I ROOF ROOF I b IXISTING A N HIPPED REMAIN I I I I Q KRICK TO REMAIN I W II AL Ak. Gp Z m O I I I NEW IXISTING KRICK HIPPED ROOF LEGEND TO REMAIN I 0616 OB EXISTING WALL TO REMAIN I I I I As sHOwN 0 NEW 8"THICK.CMU WALL ® I I I- !'+ _ II � �.�. NEW PARTITION N NEW EW NEW KRICK ,KRICK KRIC ICK KRICK — •-o IV-$- — ——— Q A-4 ROOF PLAN 4r.r Fr srua tµ•-t'-o' C�� e�ti'a,�' c� '�9yw0i � @ NEET 4 OF 7 REVISIONS NO DATE .ZONE 5 ZONE 5 429 PS 56.05PSF 429 PS 56.05PSF - - - - - AREA 21 SOF AREA 21 SQF - NOA08-0473.17 NOA054473.17 5 35S AREA 1 SQqPSF 12 f3.EN.+355 - - - 45.11 PS 60. ELEV.. 4 I- 12 NOAOB4Z14m 1 p 124 rnn� 0 Ta. 0 re.ELE7r.+3Z-fo E3FV.+3z-t morn O o 'ZONE4 °' 1 I 0 O7 O7 ZONE 4 ZONE 4 AREA 215 546�76PSF v cw n' ZONE 4 ZONE 4 0�w r\ 0 43.58 PS 57.34PSF 43.SBPS 57.34PSF ZONE 5 43.78 PS 47.8 PSF NDAOB4473.17 43.04 P5 46.B7PSF 4423 PS 48.O6PSF AREA 15.75 SQF AREA 2025 SQF 9 '30,3w)° cxi AREA 16.88 SQF AREA-MI2.4 AREA 13S SQF SWING OUT DOOR NOA 034512A4 NDA 03461204 ` � OM 1)- ¢ NOA 04-0528.03 �� Q 0 12 12 hardiplank 3(- 3 NOA 07-0418.04 n SMOOTH FINISH cri r� o LIGHTYELLOW ELEV.+20-10'- COLOR MATCH WITH c)0, r TB'°EV'+2(r tp EXISTING COLOR Q-2 1 a0 D 1 D hardiplank H � ® 0 NOA 07-0418.04 / / // y yN= 0x2 ® d ® SMOOTH FINISH LIGHT YELLOW // /j // o rn< E C5 COLOR MATCH WITH t ax a0 EXISTING COLOR F.F.E+73'51? �FF.E+175 f? F.F.101-IT F.F.1d-10• • E 4 ZONE 4 ZONE 5 � ZONE 5 ZONE 4 - 4125 PS 46.76PSF 43.04 PS 46.87PSF 45.71 PS 60A PSF - 38.59PS 47.36PSF - 4294 PS 46.76PSF NCJ. 208447if7� NOA 044520.03 NOA OA-0204m \ M N00.06 U�II/ F N�OAA08-0473.77� >N North Elevation U" < \ SCALE 1/4'-1'-0' y^� M South Elevations o SCALE:1/4' 1'-0' Y''� ,( .. tl1 U LL (p o� o hardiplank UW = NOA 07-0418.04 o ZONE 4 IZONE 4 ZONE SMOOTH FINISH o O 43.78 PS 47.6 PSF 43 4.78 PS 47.6 PSF - AREA 15.75 SOF AREA 15.75 SQF 45.11 PS 46.94PSF LIGHT YELLOW COLOR MATCH NM04osm.ue KOA0445ZLO oAAa452A WITH EXISTING COLOR EtF1r.+3s$ - ELEV.- ELEV.-3r-W 1111111111�,��L�1'1.1.1,1 Pi Ta E1tY.+32-10' G y (� WPM REJECT 4" REJECT 4" Z Z W M Id t 41, 11, SPHERE W L M 42" LL TB.ELEV.+=-t0' 25,_0„. ,Mm-Ev.+w-1o• A J Q REJECT 2" REJECT 2" LL 1$-C� NEWTREES SPHERE SPHE A A A W (TYP.) SEE LANDSCAPE PLAN ��/� v, _ hardiplank F F DECORATIVE / // /'1' V) r NOA 07-0418.04 MOLDING // �/ /� W r C) SMOOTH FINISH MATCH GABLE t f co LIGHT YELLOW COLOR MATCH FASCIA WITH EXISTING COLOR PER ORDENANCE DATE F.F.E+1351? 27-07-1928 F.F.E+1J51? 06-16-D8 AVERAGE CROWN SCALE OF ROAD o F.F.10'-17 (10-6") F.F.td-1 0' - AS SHOWN DESIGNED Y ZONE 4 20NE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 M.C. w 43.78 PS 47.6 PSF 4284 46.76PSF 45.11PS 48.94PSF11 PS 48.94PSF NOTE:TREES 18'-0" 43.78 PS 476 PSF .78 PS 47.6 PSF 43.78 PS 47.6 PSF f PAWN U AREA 15.75 SOF AREA 21 SQF AREA 1 SOF AREA i SQF SEE LANDSCAPE PLAN AREA 15.75 SOF AREA 15.75 SOF AREA' SOF NCADWSM03 Nao34a73n NCAOa4w4m NDA464m4m FOR NEW TREES&PLANT NQ40�03 NOA040SIA03 NOAp40SlBA3 J L MATERIALS UllAlYlNU NU. East Elevation West Elevation APR 1_ X09 SCALE 1/4'n 1--0' SCALE:1/4'e P-0' A-5, A s �. EET 5 OF 7 CM C%4 ,moo•-,'. y — f L H Q ! r O x -.0L8Z "fL*tz> %9 a. O Z' E°d om d W y CEO ; � ^ c W • 0 W - ac Z. 7 0 0 �: Q. . s 00 EB ss:' J: J N -LLI U �. h w Z v ¢. O p �� o: ■ _ F gL Q V, - 5Z W o� \e CL Z W ch LL,IF- .00'fi�L iv ^ .00 sZ CL T• O V cc Z N p O W Q LL 1. `f — Z ^ oho C U: TU) m ca W m (0 - AS SFIOWN PRINT = _ umwim No. • J.L v APR 10 20 rA- SHEET OF z TREES 4 PALM'S 88.10' / R& M � _.. ROCK WALL \ j p alft M 1 OMAWC&t i WM mraw MEAD dLp-'tiw r.0 I "a 7'-5' 5'-5.5' 35'-4' Rill Loll(pop ncpy Ca Matchsd Gordis 5ebea Cseleer Tree O.U.L. a o nge VM2 3 htontgom"FAH Double TrL* y. LDT ° -�- �ar NATIVE KATY MdTM& "'t� � � t3LOCK2 BLOGK2 (T(LI � 'Z-)Olt-(9,z 8 n I *r-&,c4wcN MM lelaw SFFFAD CM TO ME LUIS=LIP�' xt vpa exler.uYw-. Bougatnvdlea�iectabille - _ Rill to Baas, t�rASia 46*c-enga� I aHivlllaa 4 5 2b 3 1 Gallon .L_A.. - _ �ou3 E»palter on pace .� r-g CAR 1l CkrPQba1&Hu6 learn 20°-24- IS"-20" 3 Gallon i All to 6a»e;2'On tenter / r Coroplum Rvanoaalll6 Lefifoll8 -_ - ' u 06 1 bd�M 14 'spider Llly 12`-14" Im'-12' 3 Gallon 3 Plant»per hot Min 16 GW Oerter 15 rF 18"-20" 19"-20" 3 Gallon Full to 5ase;Von Center r CD ( �A 5D Ja6minum Simp(tciiolium / y I6" 3 Gallon 2'On Center WX Ja6min r;y t- y 20 Fleplaolepis 5iserretE'Furcarl 16"-l.," I?"-14" Full to Bade Full To 5866;3 PlAnte Per Pot y�ty tt FI6h Tale 3 Gallon la"On Cmnter TRI 25'-3' 25'-3' 3 Gallon Heavy Clump lripsaeum dactyloide» / n �leT. Ate i ' yy Fakahatches Grass \v i NATIVE PLRNT P 9A IAL NEWr'C."PFTlort PLANTM TO 13S 44AND WAVRED To OWIAM ,_. (PRom 3 mom Bias ARouND ouTsiDE WALL) c FOR A PERIOD OF 90 DAYS 4FTER INSTALLATION. \� 1 . — • -E�elBT.° - rREPAIR A5 NEED 3 ' - W.M. LIMIT OF see)uaTN TP.PL,4N1 B,:ACaY: V.LAYER OF MRILCN DEEI°MIlLCe1 T'RIIyGFd - tiF A9 srrz,— jeo 1 �tt8 Doss 76 f' "id I 4C '�i fG.Im#V 6p1�, - _.O "IrFt BY S.W. 78th TERRACE xvM. M»- M Q _.., { r u � 1 1 rF ,f ��r dsoctafea r.e� Vill- F ' fl �I '!. II' '! rb e� m -5' Imo' �' + I� a ,III E>=AVAIE n4rIRE BED AOEA 8"MIhL 4 SACIQCILL WITH ES GIWE 50tL MtX HEET SCALE: 1/l!3"=1'—O" F ^P a ONE i J U ; " ,_ REVISIONS U PLAT LIMIT J _ r F.I.R. 1/2" �° ROCK WALL 88.00' ( R & M ) IT F.I.R. 1/2" # g- NO DATE ;n ON PL ink U.P. O.U.L. P. ^O � 90" LOT N 3 LOT LOT m o'& 8 9 Q>> BLOCK2 7 cwl v BLOCK2 J\G BLOCK2 'r k i°0 k'_ Q.S� \` `.}70. +n & -GN NR7 •° Y:?AthfG rA`- a . , cq K V)p MM J Q ' r _ y .. � � 7 ci X o 0 SHEDL AREA MAP o C46 E TO BE on .-� .-� SCALE:N.T.S. DEMOLISH 45.60' 32.32' F F 10.11' 06 W =12.83' o ADDITION H Z CD p w W QN EXISTING W _> !I ONE STORY Q 10 2 9 8 7 6 H�-1 Q RESIDENCE r� o M # 6611 °• 03 1.40' AREA=1305.815 SF N S.W. 78th TERRACE cn u 0.20'CL cl' ELEV.=•13.50' (/J W v 16.60' EXIST. LOCATION SKETCH 32.37' ORC `" 18.05' 10.06' 0.46'CL SCALE:N.T.S. O 3 V9.60'.... W ASPHALT WOOD DRIVEWAY RAMP TO BE LEGAL DESCRIPTION �" •• Vr DEMOLIS 90" 1�. 'mot �8, LOT 8, BLOCK 2 "DAMS MANOR", <`1 N N A7o PLAT BOOK 51 , AT PAGE 41, DADE COUNTY, FLORIDA F.I.P. 1/2" F.I.P. 1/2" O' 3, O FD NAIL (NO ID.) (NO ID.) / / (NO ID.) ,t I W.M. v/ LLZJ LLN v BLOCK 176.00'(R 8 M) 88.00' ( R & M ) Z W W CORNER co 15'PARKWAY SITE TABULATIONS: J 00 u- ZONING DISTRICT: RS-3 ,J NET LAND AREA: 10,032 SF W > Q �� .. . . .': . . .. .'. . . . . .. . .. . .'.'o . ...'O AREA OF BUILDING (EXISTING): 1,300 SF T > 2 o.. . �. . ....... ...... ..... . . . .. . . . . ... .. .. .. . .. . ...'. .'.'.'.'. ..23.. . 00 ADDITION (FIRST F) 215 SF 'I I 2 (n . '� 20'AS PAVEMENT N '\/r/ ENCLOSURE (FIRST FLOOR) 105 SF W ��//�� c�. ./.. ....... .'........... .... ..... ...... . . ... . . .. . .. .. . .. . . . . . ..'. /. .'.'.'.'.'..'. ADDITION (SECOND FLOOR) 454 SF VJ' r TOTAL ADDITION 774 SF O .. ... .. . .. . . . . . . . . . .. . . . . . . . ..... ... .. . . . .. . .. . .. .. . 50'TOTAL R/W TOTAL BUILDING 2,074 SF rn m CD U) .'. . . .'.'. .'.'.'.'.'.'.'.'.'.'. .'.'.'.'. . .. . .. . . . .. ... .. . .. . . . .. . . . .. . .. .. . ... . . . . . . . .. vl PER PLAT .. .. ... . PERCENTAGE OF LOT COVERAGE 20.67 ..'.'..". .. c QQ •�• . . . . . . . .. .. .. . .. ..... .. . .. . S.W. 78th ■ ERRACE LANDSCAPED AREA 7.058 SF SITE VIEW �5, os,sos .. . . . . .. ... .. .. . .. .. . . .. .. .. . .. . REQUIRED SET BACKS: FRONT sryc 1/8' 1d SIDE 7.5' As sFIOWN SITE PLAN REAR 55, �a�� I M.o. sup,11r.1'-o� � a`�i V J.L. AP 0 200 HOME , SHEET , OF t zs� •-9 xr.9 ,• REVISIONS NO DATE A& FLAT ROOF u U za-r "1-1 O 4 n9 g o to 8 am°� 21-T m too f0 M M 19 taT 9 t7-S � •' � U W4 � W M .I} DEN ¢ yp nn h h d Q y o •••�dd�' dO In� zt•-r 7 7.9 a-r s-r t9 21,-r HIPPED ROOF r c m 4W m ' ' o aQ Ep III m �= CL U) _b b STORAGE b /•) w b " h HIPPED ROOF �) - 9 6.T 4' Cl• R9 a• gS 19 X KITCHEN >? a tt tt BEDROOM2 FLAT ROOF , L: rte• s-r ns tr-r a- � r.9 a• xr z-• rs b 00 uu b b � r CL m Fk: CL m [J n PP b IXISTING x5• t'-t9 7s s'-s is-t• ta.r r RE In LIVING ROOM to-tr fie'-s V EXISTING ROOF PLAN W GARAGE try 1r.9 r-ta s-t9 ••-z n•-9 zs n9 z.9 a to-s SCME 1/4�1'-V H h _ BEDROOM 1 11 HIM:;:� m DN WF-24 WF-24:;_;:_.: N N U h y r-r r-s ta'-r ao tr-r zt•-r 4s-.r -a s-r a+• S.A. WF-24 Fj . N N .. ._.....; .. LL LL WF-24 Z Z b Q W M EXISTING FLOOR PLAN SME N.TS a �+- 00 LL. N WF-24 J � Z TW � � WF-24 2 U) = will _ _ V J T- ti ,•.9 4-T� GN b O N WF-24 X /y 1 (0 (n W LLI ppp 1gp���pe]�n%e 061608 WF-24 AS SHOWN N LL M.C. W N � S APR 10 W F-24 - ' z� ° .k ITEA_ EXISTING FOUNDATION PLAN l SCALE RTS s-s r.9 z.s trs s-r W WF-24 SHEET 1 Of 7 REVISIONS NO DATE 0 U Oni O W O 4 gram o 02,0 UU Wp F WM M / a'! i� _ El < 2m0 o aQ Eo¢ aai i i ------------------- Ff ----------- EXISTING SOUTH ELEVATION �; EXISTING NORTH ELEVATION MAW 11r `J q � U oU � < -------- --------- --- Z Z � � Q WWM EXISTING WEST ELEVATION d F-u co g. W Q _ U _ U) -------------------------- X o 0 ------ ------ - 0 o W CO co os-,s-0s EXISTING EAST ELEVATION PRINTED AS SHOWN SfNE 1/r 1'-0' W APR 1 0 2000 RUITECA-2 SHEET 2 OF 7 REVISIONS xr NO DATE SAW T-1w f.P 1• <T 14 III III o o rr I LIJ p , nd � t6.,1• F p��� U l _ T-P S.T 6-.• 6.1• N 20'-r t.a. m M Mu •)' [ [ --_^ lOIIIIIIIIOIRIi- I------I------01 111lONI11910flT u 4 STORAGE ` 7— KITCHEN ....__Ir [ I < I I W M f E ISM���� :r !' BEDROOM2 I ? rWl 4 I I 0o _Il llmmiiFmNNiU09BMlFlliituniiv i®mui I I HIPPED ROOF I I �= E a t CL FIREPLAC EXISTING LNING ROOM /^ IfL- FLUE m ( I _ II • GARAGE I[ � HIPPED ROOF I E� I IF{ BEDROOM 7 t•-•• tlliiiMilll0ill11i011NEi01BRi0F�- DN I � I Po� 6 6-r r-s• s-T P n•.r I � fTl � - TT I � _ ,mr ,6.r — —— J ,P-„• 36-6' �) oul N � � DEMOLITION ROOF PLAN DEMOLITION FLOOR PLAN '�4 114_r-W Q Z � � LL W M 7P GENERAL DEMOLITION NOTES: Z 0c) LL. THE PRIMARY RESPONSIBILITY,IN ALL INSTANCES,OF THE GENERAL CONTRACTOR(G.C.)HIS THE G.C.IS RESPONSIBLE FOR SCAFFOLDING,STAGING,AND LADDERS,AND SIMILAR ITEMS SUCH AS LIFTS PRIOR TO THE START OF ANY WORK THE G.C.SHALL COMPLETELY EXAMINE THE SITE AS WELL L (1 I Q EMPLOYEES,VENDORS.MATERIAL SUPPLIERS AND SUB-CONTRACTORS SHALL BE THE AND DEVICES REQUIRED TO ACCESS THE WORK ALL SUCH ITEMS AND DEVICE SHALL BE COMMERCIALLY AS THE BUILDING AND ALL OF ITS COMPONENT PARTS AS WELL OUTSIDE STRUCTURES,ETC. ff W SAFETY OF THE SITE AND ALL PERSONNEL ON THE SITE THIS INCLUDES THE GENERAL PUBLIC, MANUFACTURED AND BEAR SAFETY REQUIREMENTS AND LIMITATION FURNISHED BY THE MANUFACTURER'S THE O.C.SHALL HAVE ALL APPROPRIATE SUB-CONTRACTORS AND SUB-TRADES ASSIST HIM IN T THIS ALSO INCLUDES THE BASIC AND FUNDAMENTAL STABILITY IF THE STRUCTURE,AND THE AND POSTED AS REQUIRED BY GOVERNMENTAL AGENCIES AND/OR INDEPENDENT TESTING AGENCIES.ANY AND DURING THIS EXAMINATION AND SHALL MAKE THE BUILDING•SAFE•PRIOR TO THE START 1 ENVELOPE INCLUDING ALL OF THE STRUCTURAL FRAMEWORK AND ALL OF ITS ELEMENTS AS AND ALL SUCH REQUIREMENTS RECOMMENDATION,GUIDEUNES,ETC.SHALL BE STRICTLY FOLLOWED BY THE OF ANY DEMOLITION WORK O GENERAL CONTRACTOR HIS EMPLOYEES.CONTRACTORS,SUB-CONTRACTORS,VENDORS,SUPPLIERS AND 0 rn r WELL AS VENEERS,ETC. EVERYONE ON THE JOB SITE THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORK OF ALL THIS SHALL INCLUDE,BUT NOT BE LIMITED TO: v, SUB.CONTRACTORS ENGAGED ON SITE. 1.ELECTRICAL DEVICES AND SYSTEMS. O LEGEND THIS RESPONSIBILITY INCLUDES THE PROTECTION(FROM ANY DAMAGE DURING DEMOLITION) 2.PLUMBING SYSTEMS W OF THE STRUCTURE WHICH SHALL REMAIN WHEN ALL OF THE DEMOLITION PHASE IN A PART OF THE WORK IS RELATED TO THE REMOVAL ALL STRUCTURES,FROM*20.0 UP AND ALL CHANNELS i MECHANICAL SYSTEMS(INCLUDING GAS IF ANY) Q COMPLETE AND SIDING. 4.FIRE SPRINKLER SYSTEM. (o 5.ALARM,TELEPHONE,AND SIMILAR SYSTEMS. WALL TO BE DEMOLISHED I �~TTI PROVIDE SCAFFOLDING,BARRICADES AND SAFETY PRECAUTIONS AS MAY BE APPROPRIATE ANY IT E S WHICH M MIGHT ETC.ALL NON-STRUCTURAL ITEMS COMPLETELY BEFORE BEGINNING 70 WORK ON ANY ITEMS WHICH MIGHT EFFECT STRUCTURAL SYSTEMS. NOTE SHALL BE MADE OF ALL AREAS WHICH MIGHT HAVE UNUSUAL AND/OR GREATER HAZARD FOR THE WORK AND SPECIAL CARE AND ADDITIONAL TIME SMALL BE HAZARD TO A MINIMUM THESE AREAS 06.1608 INSPECT STRUCTURAL SYSTEMS WITH SPECIAL ATTENTION TO DIRECT,OR INDIRECT ATTACHMENTS TO THE SHALL BE SPECIALLY MARKED AND,IF APPROPRIATE,BARRICADED. FLOOR TO BE DEMOLISHED THE G.C.SHALL BE SOLELY RESPONSIBLE FOR THE PROGRESS OF THE WORK AS WELL AS STRUCTURAL SYSTEMS........AND:REPORT ANY UNUSUAL OR DAMAGED CONDITIONS PRIOR TO STARTING ANY 7$��°g, MATERIAL AND METHODS OF CONSTRUCTION REQUIRES FOR ITS PROPER AND SAFE WORK SHICH MIGHT CAUSE THESE CONDITIONS TO BECOME MORE ACUTE OR INCREASE THE SCOPE OR TEMPORARY CONSTRUCTION:THE G.C.SHALL HAVE MADE AVAILABIw~'DAI� E'+�-_ AS SHOWN W IMPLEMENTATION. COMPLIXITV OF THE WORK. OF THE WORK A WELL AS DURING THE DEMOLITION SECURE.SAFE LIB p MECHANICAL VENTILATION AND DUST CONTROL SYSTEMS.THERE SHP,LL6•AM&A ON _ Y USE ONLY STRUCTURAL GRADE MATERIALS,APPLIANCES DEVICES,HARDWARE,CONNECTORS,LTC.IN THE TELEPHONE ON SITE DESIGNED FOR EMERGENCY USE ROOF TO BE DEMOLISHED ® THE G.C.IS RESPONSIBLE FOR THE PROGRESS OF THE WORK AS WELL AS THE STAGING AND EXECUTION OF ANY ACTIVITY RELATED TO DEMOLITION. W SEQUENCE OF EVENTS TO ACHIEVE A FINISHED PRODUCT.AFTER FIRST CONSIDERING DURING,AND AT THE COMPLETION OF ANY CEILING REMOVAL OR SIMILAR PHASES(SEE (=j SAFETY,HE SHALL ENDEAVOR TO PROCEED SO THAT ANY OF THE PREVIOUSLY COMPLETED DISPOSE OF ALL DEBRIS,TRASH,ETC.VIA THE USE OF AN APPROVED HAULER IN AN APPROVED LAND FILL OR AREAS NOTED ON THE PLAN FOR DEMOLITION)THE EXISTING STRUCSU�$YSTEM q8O 1i J.L. EXISTING TO REMAIN PHASES AND/OR PARTS OF THE WORK ARE UN AFFECTED OR NOT EFFECTED ADVERSELY BY SIMILAR DISPOSAL PLACE TO FACILITY. THESE AREAS WILL SOME INTO VIEW.THE SYSTEM,TO THE EXTENT V!S•IBLk�,Ps Td�iNE�o 0 J ONGOING ACTIVITIES.OPERATIONS OR EVENTS. RESPONSIBILITY FOR THE DISPOSAL OR REMOVED MATERIALS IN SOLELY THAT OF THE GENERAL COMMENCEMENT OF THE WORK CONTRACTOR. PROTECT THE TRUCK LOADING W/FLAT SCAFFOLDINO DURIN UEMOUTIO ALLING • TOXIC,DANGEROUS,HAZARDOUS OR ENVIRONMENTALLY SENSITIVE MATERIALS,THEIR HANDLING,THEIR OBJECTS.DEBRIS ETC.SO AS TO HAVE INTACT AT LFJSTFOIJE 1_EA,.NF I - Eq�r) 11T RA RELATED TO HUMAN EXPOSURE BOTH ON AND OFF SITE AS WELL AS THEIR SAFETY IN WALL DURING THE COURSE OF THE WORK. ZB�iAIIC\ ®®ii LLTS��1\��� TRANSIT AND THEIR ULTIMATE DISPOSAL ARE THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY. SHEET 3 OF 7 " E A 1.g Is-r REVISIONS --------------- -- --- -- NO DATE v— NEW _ I e N FLAT ROOF IS L n UP L �• g�a� O MAS`iER` �,� a m r-n 2-S p-g 2- T- r� 9 O O O VP m E SS Q © I n^� 2 § 0 m a m STORAGE YY.K EXISTING/ J- tz-a' HIPPED ROOF ' 5 E14 i• re f•. KRICK TO REMAIN 2-n P.n z-nom BEDROOM RS O BEDROOM I X on FRI '" 'N m ••�/ a QOSET b O I R' -r rs �/ 0 B 4 ' E p IMSTING vv A ;? Oq awNG ROOM u v O F NEW HEXISTING ,� v I a KRICK IPPED ROOF 1' p taS � 2 7a v v L SP F L , L@91 n +�+ BEDR MR] 2 O 1. U 1' A /1 m L.L 0 I A EW NEW EW NEW I 11 § O U L - N KRICK KRICK KRICK KRICK LL rF� n to-J Bk6'OVERFLOW 87cfi•OVERFIOW v 2 ,S�C,U„PPER SCUPPER h g-2 za ea 2 SECOND FLOOR PLAN \KCAL OF Y) PICAL OF 2) $ ttT Is-r O SHOPDRAWINGS MU ST BE �Tl b A 17 SUBMITED BY G.C. A Fib C CLOSE- h Ir-T F+ EXISTING F O N '-n 1z-T u-n ,•-P �I == Y r.n LIVING RDO M it ~ F te�t•T-)t? — — ---- — — -- — — — --- _ b CLOSET o o i - - I 0 F 4 GARAGE NEW D O D BEDROOM Rt O I I I ` m I I S FLAT ROOF I c tai J.g S-n P-,f' J-n JJ' 1' 1J-1' h 4 LosEr 6 I I A PORCH 0 � I UP a 5-g Sd SS 11'B 6-T I I 4F"— —L14 Is-r M CANTILIVER SLAB ABO I VE I I Z W M M� b k1 U- HIPPED HIPPED GROUND FLOOR PLAN , 4 I ROOF R I I j J J D- I I I I KRICK HTO REMAIINF I W / Q NEW A I I (>n = II I NEW _ I W � � o LEGEND I I I Z m `° I I I KRICK EXISTING HIPPED ROOF TO REMAIN 1 I os-�s-oa • EXISTING WALL TO REMAIN i i i I I I PTE_ AS SHOWN W NEW 8"THICK.CMU WALL ® I I I I , I M.C. NEW PARTITION ® �o W I i EW NEW EW NEW KRICK KRICK KRICK KRICK '-0' tt•-T t6-r — — — — to-n r,-N a 2 ROOF PLAN ---- SGIE(/4'-r-r - <r.r SHEET 4 OF 7 REVISIONS NO DATE ZONE 5 ZONE 5 42.9 PS 56."" 42.9 PS 56.05PSF AREA 21 SOF AREA 21 SOF NOA 08-0423.17 NOA08-0423.17 ZONE 5 45.11 PS 60.4 PSF ELEV.+35'-6' ELEV.+35'-6' AREA 7 S F 4 r 12 NoA o6ozo4.o3 0 TB.ELEV.+3z-10• ZONE 4 g YYYY TB.ELEV.+37-1(r 0 0'0 41.25 PS 46.76Psf n d ro 9 7 7 IZONE 4 1 ZONE 4 ZONE 5 1 ZONE 4 AREA 21 SOF ZONE 4 m'D 43.58 PS 57.34PSF 43.SBPS 57.34PSF 44.23 PS 48.O6PSF 43.78 PS 47.6 PSF NOAOB.p42117 43.04 PS 46.87PSF Oj AREA 15.75 SOF AREA 20.25 SOF N�o m AREA 16.88 SOF AREA 16.88 SOF AREA 13.5 SOF NOA04-0528.m NOA041M03 �M yn SWING OUTDOOR NOA 030612.04 NOA 03 0612.04 NOA"28.03 0 K) Q 12 12 hardiplank al - 13 NOA 07-0418.04 n SMOOTH FINISH a o LIGHTYELLOW le_ " T8.ELEV.+2O•-10' 2 K n TB.ELEV.+20'-10 COLOR MATCH WITH v EXISTING COLOR a � 2 Q 1 0 � hardiplank H H F NOA 07-0418.04 / / // oo y � 4n rn - xo t ® SMOOTH FINISH / / / <� ;m�i ® r ® LIGHT YELLOW // �� �/ 0`4Q Eon /s // COLOR MATCH WITH t �= av3 ® } ® EXISTING COLOR F.F.E.+13'-5_1/r F.F.E.+IT-51/2' - F.F.10'-10' AIL F.F.10'-10' ZONE 4 ZONE 4 Z 5 41.25 PS 46.76 PSF 43.04 PS 46.87 PSF 4545.11 PS 60.4 PSF ZONE 5 ZONE 4 IAREA 21 SOF ARFA 20.25 SOF IAKLA 1 sQF 38.59 PS 47.36 PSF 42.94 PSFt 46.76PSF 1 IWAWN23.17 NOA 04.0528.0.1 NOA08-0204.03 I C7 AREA 92.43 SOF AREA 21 SOF NOA 08 1017.07- NOA 080423.17 North Elevation co 51;NE,/4_1•-r l n South Elevation SGIE,ir_,•-w U ou _ har 0 k NOA A 07-7-0418.04 �•I••( w � ZONE 4 ZONE 4 ZONE SMOOTH FINISH R O 43.78 PS 47.6 PSF 43.78 PS 47.6 PSF 45.11 PSR 48.94 PSF LIGHT YELLOW COLOR MATCH G EA 15.15 F AREA 15.15 SQf NoA04.052e.03 NoA04-0s26.o3 AREA 6 SOF WITH EXISTING COLOR NnAO4�szeo3 E-+35-6- ELEV*35-6' lkTB.ELEV.+3r-10' 78.ELEV.+37.10' G FOR GUARDR kIL THE a W SHOP DRAWI FOR GUARDRAIL THE GS MUST T-0" 1' V J 21-0" BE SUBMITED BY G.C. SHOP DRAWINGS MUST Z REJECT 4" BE SUBMITED BY G.C. Z W LWL M SPHERE REJECT4" Q �/ r 42" SP LL co ui T6.ELEV.+20'-10- fit 25'-0" 30 LL W > Q 18'-0^ REJECT 2" REJECT 2" A A A > NEW TREES (TYP-) SEE LANDSCAPE PLAN SPHERE hardiplank w F F DECORATIVE Lu NOA 07-0418.04 MOLDING // // j/ f f t SMOOTH FINISH MATCH GABLE U) LIGHT YELLOW COLOR MATCH FASCIA z (o WITH EXISTING COLOR PER ORDENANCE F.F.E.+13'-512' 06-16-OS F.F.E..13•-512' 27-07-1928 -�- 4 AVERAGE CROWNy MUM F.F.17.10- OF ROAD(10'-6") F.F.10--10' ;w -0 jb AS SHOWN W ��0 Y _ ZONE 4 20N 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZONE 4 M.C. W 43.78 PS 47.6 PSF 42.94 P 76PSF 45.11 PS 48.94PSF 45.11 PS 48.94PSF \TNO,TE:TREES 7 OF 3 2 18•-0"HEIGHT BURSERA 43.78 PS 47.6 PSF 43.78 PS 47.6 PSF 43.78 PS 47.6 PSF ���� ® U AREA 15.75 SOF AREA 21 SQF AREA 1 SOF AREA 1 SOF SART (GUMBO LIMBO)NATIVE DROUGHT AREA 15.15 SQF AREA 15.75 SOF 75.75 sQ J L tj NOA 04-0528.03 NOA 04-0528.03 NOA 04-0528.03 noAO4as28.o3 NGA06a23.n NoA08mo4ro NOAO602o4.03 LERAN T NEW TREES 18'-0"HIGHTATTIME OF IRAWINu N11, PLANTING(MIN.4-5•CAL)SPREAT(AT PLANTING 1Z-O*TOIV-O'MATURETREES(H-/+30'-O"SPR4+ West Elevation L East Elevation 20._0.). a.F.,/,_�-0I � ! TE SGIE,/4•_7'-d SEE LANDSCAPE PLAN FOR NEW TREES a PLANT 5 MATERIALS SHEET 5 OF 7 REVISIONS CATEGORY 92 MODIFIED BITUMEN 2 PLY 15# CATEGORY 92 MODIFIED BITUMEN 2 PLY 16# NO GATE FIBERGLASS FELT HOT MOPPED ON PLY 301 FIBERGLASS FELT HOT MOPPED ON PLY 30# FELT TIN CAPPED IN PLACE((S�12'O/C OVER FELT TIN CAPPED IN PLACE(512.0/C OVER EXISTING ROOF S/8"COX PLYWOOD SHEATING NAILED W/10d 5/8'CDX PLYWOOD SHEATINZ`,NAILED W/11Od NAILS Cd4 6•AT PANEL EDGES&INTERMEDIATE NAILS(d!6"AT PANEL EDGES&INTERMEDIATE SUPPO TS.NAIL SPACING SHALL BE 4"O/C AT SUPPORTS.NAIL SPACING SHALL BE 4.O/C AT GABLE ENDS,IN ALLCASES. GABLE ENDS,IN ALLCASES. (1)WOOD 2'X 8'BLOCKING t BETWEEN JOIST STRAP WOOD JOIST WOOD JOIST STRAP SEE STRUCUTRAL 2"x12'@16'dC 2"x12•@16'dC SEE STRUCUTRAL PLANS PLANS 1/4':12"SLOPE 1/4":12"SLOPE W U OOWi00Ni 0�a� T.OF TIE BEAM T.OF TIE BEAM m°D^ +9'-9"V.I.F. +10'-0" CONTINUOUS 26 GAUGE = METAL DRIP FLASHING �R-19FJB GLASSINSIJL R-19 FIBERGLASS INSUL 10 r)`L �U ON 1 X 2 P.T.WOOD EXIST.STRAP EXIST WOOD Q NAILER W/2 D. 4 O. ACOUSTICAL SPRAY FIN.ON ACOUSTICAL SPRAY FIN.ON JOIST 4' p u O ROOF NAILS AT O.C. 12"GYP.BOARD ON 1X3 12'GYP.BOARD ON 1X3 FURRING STRIPS,SECURED FURRING STRIPS,SECURED XIST.TIE BEAM TO EA TRUSS W/2-8 D. TO EA.TRUSS W/2.8 D. O CEIUNG WHERE OCCURRING r� 2'X 12"SMOOTH FIN.WD. COMMON NAILS COMMON NAILS SEE FINISH SCHEDULE H FASCIA NAILED TO F-Fa O TRUSSES W/2-16D 8'X 12"CONC.TIE BEAM W/4# U 410 5'S CONT.&2#SS BENT AT M STUCCO SOFFIT,WITH 6"X 24• 4#3 TIES A30*7 O.C.AT 518"TYPE X'GYPSUM BOARD U)Q n M SOFFIT VENT.REFER TO ROOF PLAN CORNERS AND AT EACH BEND OM FOR NUMBER AND LOCATION AND BALANCE AT 48'O.C. EACH SIDE•1 HR RATED SPACED 4'-0'O.C.MAX �O O -5V METAL STUDS(25GA) 700 @16"O.C. xIJ <� m0 #5 @ 48"O.C.VERT.IN BLOCK m o , CELL FILLED W/3,000 PSI O N_ EO PEAROCK CONC.SEE NEW 8"C.M.U. EXIST 8"C.M.U. �p FOUNDATION FOR LOCATION • 12"GYPSUM WALL BOARD ON FURRING STRIPS @ 16 R-5 INSULATION O STD.NO.9 LADDER TYPE ON FURRING STRIPS @ 116- EXIST F--1 HORIL REINFORCING @ 16'O.C.VERT. NEW 4'CONC.SLAB REINFORCED(3000 P.S.I) CONSTRUCTION WITH 6'X 6'W1.4X W1.4 W.W.M.ON CLEAN SAND FILL PLACED IN 12"MAXIMUM THICK - LAYERS WELL COMPACTED FINISHED DENSITY 95%BY MODIFIED PROCTOR TEST.APPROVED n STUCCO FINISH ON 8" VAPOR 15 MIL BARRIER&CLEAN COMPACTED CONCRETE BLOCK TERMITE TREATED FILL(TYP.THROUGHOUT). I/r THICK EXPANSION JOINT 12"THICK EXISTING WOOD JOIST O �� F.F.ELEV. EXPANSION JOINT +_0 gF�.F.--0- METAL CHANNEL W WOOD BASE WHERE OCCURRING )-1 GRADE \ \ \\ SEE FINISH SCHEDULE \\\jam\\\\ �/ /� �\� FINISH FLOOR u NEW FOUNDATION NO RATED SEE FOUNDATION PLAN EXISTING WALL FOUNDATION A NON-BEARING PARTITION SECTION A/A-6 SCALE:NTS. SCJUE 1µ''f-0 NON RATED B WALL HUNG CABINETS W Of SCALE:N.T.S.-I.3S9'METAL STUDS,20 GA AT 16"O.C. -� z 1�1''' v WOOD BLOCK SECURED W WW M STUD O FILL W /�/ r UD VO J Q �y tL DIMENSIONAL LUMBER J J AT 24 METAL STUDS, Li518 NG LINE AS NEEDED IN I'I AT 24"O.C.(TYP O SECURED OIFRAMING. 2 TOP RUNNER WITH SCREWS AS 1/2"(TYP.)X G.BD ON EACH .) REQ'D BY CODE W SIDE OF PARTITION TRACK SECURED V/ r WOOD BASE PLATE TO RUNNER lZ D O NAILED TO WOOD �� M RUNNER (0 U) J W RUNNER FASTENED �. � WITH SCREWS TO STRUT STUD 06-16-08 WOOD STOP DECORATIVE + t CASING FASTEN TO BLOCKING WOOD BA AS SHOWN o AS REQ'D GYPSUM WALL PLATE NAI ( INTED DOOR W BOARD M C V WOOD RUNNER W WOOD RUNNER x DETAIL B/S-1 A L O 2009 J.L. WOOD DOOR HEAD CABINET BACKING DETAIL WALL CORNER DETAIL PARTITION BASE DETAIL METAL,TRACK OR STRAPPING MAY ALSO BE USED FOR BACKING STEEL STUDS PER WALL TYPE,SCREWS AS REQUIRED PER CODE,TYP. OPTIONAL DETAIL RELATED TO OWNER FINISH SP Cf C ! m 6 a t tl q � ! SHEET 6 OF 7 i X 4 PT. WD.BIOCICING W/ CONC. SAFETY / EGRESS DOOR NOTES REVISIONS 3/16'Ow,jA►IN-�BT of t i/4 mTO CONK NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAPE SHALL BE LESS THAN ARCHITECTURAL NOTES NO DATE ° BALANCE A IT IS DES 32"WIDE,EXCEPT THAT BATHROOM DOORS MAY BE 24"WIDE,UNLESS A LARGER IN THE NO710E OF ACCEPTANCE DOOR OPENING IS REQUIRED TO SATISFY THE REQUIREMENTS OF SECTION 515 THE CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS,VERIFY ALL OF THE F.B.C.2004.EVERY CLOSET DOOR LATCH SHALL BE SUCH THAT CHILDREN ON SITE DIMENSIONS,EQUIPMENT AND BUILDING PLANS SHOULD BE O CAN OPEN THE DOOR FROM INSIDE THE CLOSET. REVIEWED TO ASSESS THE ENTIRE SCOPE OF THE PROJECT. EVERY BATHROOM DOOR LOCK SHALL BE DESIGNED TO PERMIT THE OPENING OF THE LOCKED DOOR FROM THE OUTSIDE IN A EMERGENCY. o WEATHERSTRIPING DOORS MAY BE SWINGING OR SLIDING,AND ARE EXEMPT FROM THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL ° U REQUIREMENTS OF SECTION 21-2.4.3 AND 21-2.4.4 OF THE 1994 ED.OF NFPA.101 OTHER TRADES INCLUDING THE EXISTING STRUCTURAL ELEMENTS OF THE 0) 0) o NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN BUILDING °n °m ° THE BUILDING IS OCCUPIED.ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT �0'0 id r, EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED PERIMETER CAUUCINC AND •BACK BEDDMC THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF THE SYSTEMS AS I� INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE r CONC.LINTEL ° �\ STUCCO AREA OF CLEAR OPENING EGRESS WINDOW NOTES: SYSTEMS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES,SAFETY JAMB 5.7 SQ.FT.(MIN.) STANDARDS AND GOVERNING ORDINANCES. AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS C1° AND PROVIDING A CLEAR OPENING OF NOT ALL FINISH MATERIALS COSIGN FOR THIS SPACE WILL BE DETERMINED BY LESS THAN 20 IN.(50.8 CM)IN WIDTH,24 IN.(61 rnao ro n CHOICE OF OTHERS. ° a n CM)IN HEIGHT,AND 5.7 SQ.FT.(0.53)IN AREA. z THE BOTTOM OF THE OPENING SHALL BE NO :1,2 '$a! I X 4 PT. WD. BLOCKING W/ MORE THAN 44 IN. 112 CM ABOVE THE FLOOR.. c3 1- 1i a/tB"D X 2 t/4"I.G.TAPCCN coNc. ( ) ALL FURNITURE AND BUILT-INS NOT IN CONTRACT. CONTRACTOR TO i STUCCO 5 w,/A MIN.EMBEDMENT AS PER N.F.P.A.101 SECT.22-2.2.3(C) < ' °mLL OF t t/4 INTO CONC. COORDINATE SIZE AND LOCATION OF ANY BLOCKING REQUIRED(2"X4" o BBALAACE�AFRIT IS ^ MIN.)FOR MOUNTING REQUIREMENTS. �= C;Ea: IN THE NOTICE Of ACCEPTANCE SAFEGUARDS: PERIMETER CAULKING AND z BACK BEDDING OPERABLE WINDOWS SHALL BE PROTECTED A ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND SNAP IN GLAZING FOLLOWS: RESTRICTIONS HAVING JURISDICTION. HEAD BEAD I TYPICAL I WHERE THERE IS DROP OF MORE THAN 4'-0" F�1 _ 5.7 SQ.FT.(MIN.) ON THE FAR SIDE OF SUCH WINDOWS AND THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS SILL IS LESS THAN 36"ABOVE THE NEAR SIDE (�) WALKING SURFACE,SAFEGUARDS SHALL BE FROM PROJECT SITE. VINYL WEATHER PROVIDED TO PREVENT THE FALL OF STRIPPING �� PERSONS WHEN SUCH WINDOWS ARE OPEN 20 (MIN.) ` 0 DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF z AS PER SECT.3508.3(E)(1)(APPLICABLE IN 2 PERIMETER CAULKING CAULK o O 0o. nd.FLOOR WINDOWS ONLY) OPENINGS,FIXTURES,EQUIPMENT,ETC. &BACK BEDDING MARBLE SILL i LL ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID v N (INSIDE LOOKING OUT) INTERFERENCE WITH PROGRESS OF THE CONSTRUCTION. g 4 - Ua V $ PRECAST.CONC.SILL < W� ? TOP OF FIN.FLOOR oz REQUIRED INSURANCE SHALL BE PROVIDED BY CONTRACTOR FOR W d SILL S�o REFER TO ARCH.PLANS PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE �I EGRESS WINDOW DETAIL— DURATION OF THE WORK. CBS WINDOW DETAILS N . T. S. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,FEES, O U SCALE:N.T.S. INSPECTIONS AND TESTS. WINDOW SCHEDULE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING CONSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. No LOCATION GLASS TYPE DESCRIPTION/REMARKS MAS.OPENING NOTES WIDTH HEIGHT A BEDROOM#1,2&3 IMPACT RESISTANT 5 SINGLE HUNG 42" 54" EGRESS B MASTER BATHROOM IMPACT RESISTANT 1 SINGLE HUNG 36" 24" C BEDROOM#1 IMPACT RESISTANT 1 SINGLE HUNG 73.25" 54" n/ D LIVING ROOM IMPACT RESISTANT 2 SINGLE HUNG 48" M. LNL E STAIRS IMPACT RESISTANT 2 GLASS BLOCK 74.5" 24" J LL F GARAGE IMPACT RESISTANT 2 GLASS BLOCK 72" 24" p ch M G MASTER BEDROOM IMPACT RESISTANT 1 SINGLE HUNG 83" 54" FINISH SCHEDULE p 11.1 H DINING ROOM IMPACT RESISTANT 2 SINGLE HUNG 54" 54" LU J ROOM WALL BASE FLOOR CEILING CEILING NOTES CO LL ALCOPERABLE WINDOWS AND SLIDING DOORS SHALL BE PROVIDED WITH SCREENS. MATERIAL HEIGHT C) J PRODUCT APPROVAL REQUIRED ON ALL WINDOWS AND DOORS SHALL BE SUBMITTED FOR REVIEW BY ENGINEER PORCH STUCCO C.TILE TILE STUCCO 9'-8" p W _Q ALL WINDOWS SHALL BE IMPACT RESISTANT. KITCHEN S.P.GYP WOOD TILE S.P.GYP. 9-6 1/2" Z BATHROOM TILE/S.P.GYP WOOD TILE S.P.GYP. 9-8 Q 2 U _ DINING ROOM S.P.GYP WOOD WOOD S.P.GYP. 9'-6 1/2" W U) T DOOR SCHEDULE LIVING ROOM S.P.GYP WOOD WOOD S.P.GYP. 9'-6 1/2" 1-- D r p STORAGE S.P.GYP WOOD TILE S.P.GYP. BAR Z m (0 U) No LOCATION TYPE DESCRIPTION/REMARKS SIZE MATERIAL NOTES CLOSET BEDROOM 3 S.P.GYP. WOOD WOOD S.P.GYP. 9'-8" WIDTH HEIGHT DOOR FRAME MASTER BEDROOM S.P.GYP WOOD CARPET S.P.GYP. 9'4" 1 ENTRY HINGED ALUMINUM INSULATED PANELED IMPACT 3'-0" 6'-8" ALUM/GLASS ALUM MASTER CLOSET S.P.GYP WOOD CARPET S.P.GYP. 9'-8" 0&16-08 2 BEDROOMS HINGED HOLLOW CORE 2'-s^ s'-8" WOOD WOOD MASTER BATH TILElS.P.GYP. WOOD TILE S.P.GYP. 9'-8" 3 BEDROOM#1 BIFOLD HOLLOW CORE 9'-9" 6'-8" WOOD WOOD AS SHOWN 4 BEDROOM#3 BIFOLD HOLLOW CORE 4'-6" 6'-8" WOOD WOOD BEDROOM#3 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" o 5 STORAGE HINGED HOLLOW CORE 2'-3" 6'-8" WOOD WOOD BEDROOM#2 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" M.C. cYi 6 DINING ROOM HINGED HOLLOW CORE !7'-0'2'-8" 6'-8" WOOD WOOD UTILITY ROOM S.P.GYP TILE TILE S.P.GYP. 9'-8" _ 7 BALCONY HINGED ALUMINUM INSULATED PANELED IMPAC 3'-0" 6'-8" WOOD WOOD OUTSWING BEDROOM#1 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" J.L 8 GARAGE OVERHEA OVERHEAD STEEL DOOR IMPACT 2" T-0" ALUM/GLASS ALUM/GLASS R u-9 1 0 200 BALCONY S.P.GYP TILE TILE S.P.GYP. 9'-8" 9 LIVING ROOM (FOLD WOOD LOUVER " 6'-8" WOOD WOOD CLOSET BEDROOM 1 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" RAWINU NO. H BEDROOM#2 BIFOLD BMIT HOLLOW CORE s'-8" WOOD WOOD CLOSET BEDROOM 2 S.P.GYP WOOD WOOD S.P.GYP. 9'-8" �� VIT E 7 HARDWARE SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL GARAGE S.P.GYP WOOD CONCR. S.P.GYP. 10'-0" ° '' ' ( \ 1 ALL CLOSET AND BATH DOOR SHALL BE OPERABLE FROM BOTH SIDES IN CASE OF EMERGENCY ALL EXTERIOR DOOR SHALL BE IMPACT RESISTANT. CLOSET LIVING ROOM S.P.GYP WOOD WOOD S.P.GYP. SHEET 7 OF 7� STRUCTURAL NOTES FlLL ILL REVISIONS CELL GENERAL NOTES: MASONRY: NO DATE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ALL BLOCK WALLS SMALL BE TWO-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK ARCHITECTURAL,MECHANICAL,ELECTRICAL,PLUMBING,AND SITE DRAWINGS.CONSULT MANUFACTURED IN CONFORMANCE WITH ASTM G90.GRADE N.PM=1500 PSI.BLOCK SHALL ARCHITECTURAL DRAWINGS FOR SLEEVES,DEPRESSIONS.AND OTHER DETAILS NOT SHOWN BE PLACED USING RANDOM BOND UNLESS OTHERWISE NOTED.LAYAIP MASONRY WALLS TO ON STRUCTURAL DRAWINGS.ASA MINIMUM,CONSTRUCTION SHALL COMPLY WITH FLORIDA BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN-WALL COLUMNS.THE ENGINEER BUILDING CODE LAST EDITION,Ad 318-02.BUILDING CODE REQUIREMENTS FOR STRUCTURAL SHALL FURNISH INSPECTION OF ALL REINFORCED MASONRY STRUCTURES.GROUT USED TO CONCRETE.Ad 35D.AISI SPECIFICATION FOR THE DESIGN OF CCLDfORMED STEEL FILL MASONRY CELLS SWILL COMPLY WITH ASTM C478,AND SHALL PROVIDE A MINIMUM B STRUCTURAL MEMBERS 1989,AND AISC SPECIFICATIONS. COMPRESSIVE STRENGTH OF 3,ODO PSI AT 25 DAYS,THE GROUT MIX SHALL HAVE A MAXIMUM M� ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND WT COARSE AGGREGATE,AND SHALL BE PLACED WITH A SLUMP OF 6•TO Mr.USE ONLY SMALL Be CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT. MECHANICAL VIBRATION TO CONSOLIDATE GROUT,TYPE S MORTAR SHALL BE USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. EXCLUSIVELY ON THIS PROJECT.MORTAR SHALL BE PROPORTIONED AND MIXED AS N LO ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD,DO NOT SCALE THE OUTLINED UNDER ASTM G270.HORIZONTAL AND VERT.MORTAR JOINTS SHALL BE 3B'THICK O r.- DRAWINGS.FOLLOW WRITTEN DIMENSIONS ONLY.ANY DISCREPANCIES SHALL BE BROUCMT UNLESS OTHERWISE NOTED.REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO U 0 A TO THE ATTENTION OF T14E ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF BE FILLED.ALLOW A MINIMUM 72 HOURS FOR MORTAR TO CURE PRIOR TO GROUTING CELLS. 7 THEWORK HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR TYPE L_ r• THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS OUR-OWALL MSTM CLASS 62,HOT-DIPPED GALVANIZED)AT ALTERNATE COURSES(IS-ON COMPLETE.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION CENTER),UNLESS OTHERWISE NOTED.JOINT REINFORCEMENT SHALL BE CONTINUOUS AND O PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS SHALL LAP A MINIMUM 6•.THIS REINFORCEMENT SHALL EXTEND 4 INCHES INTO TIE COLUMNS CORNER REINFORCING W LLJ M U DURINGERECTION.THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING OR BE TIED TO STRUCTURAL COLUMNS WITH APPROVED METHODS WHERE STRUCTURAL 9GAUGE DUR-O-WALL HORIZONTAL a mm M(7 E C SHEETING,TEMPORARY BRAdNG,(i1VS ORTEDOWNS.THE CONTRACTOR SHAT COLUMNS REPLACE THE TIE COLUMNS. Bk8•XIGCONCRETE REINFORCEMENT EVERY OTHER COURSE DETAIL FOR ALL FOUNDATION <L)E co SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND SITE PREPARATION REQUIREMENTS LAP VERTICAL REBAR 6%BAR NO.,U.O N. MASONRY UNITS (LADDER TYPE) Ly U1 F-0 m w:m AND SLAB-ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. MASONRY CONSTRUCTION AND MATERIALS SMALL CONFORM WITH ALL REQUIREMENTS OF U)—�l 0•�'/ THE LAST EDITION OF FLORIDA BUILDING CODE ��'yyy///JJJ���LLI-to 0 N N DESIGN LOADS: MASONRY CONSTRUCTION SHALL BE PERFORMED UNDER THE DIRECT SUPERVISION OF A Z C6 V-J a THE STRUCTURAL FRAMING WAS DESIGNED USI NO THE FOLLOWING SUPERIMPOSED LOADS 'CERTIFIED STRUCTURAL MASONRY CONTRACTOR'.THE SUPERVISOR OF THE MASONRY IJ,f It U U DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH ASCE 7-M PORTON OF THE PROJECT SHALL BE A'CERTIFIED STRUCTURAL MASONRY OONTRACTOR'OR DUR-O-WALL CORNER DETAIL m U r`Z=r CC ROOF: SECOND FLOOR: A•CERTIFIED STRUCTURAL MASON'AS RECOGNIZED BY THE FLORIDA CONCRETE AND �Z co CV LIVE L .......... _....._.__...3OPSF LIVE LOAD.............................._..40 PSF PRODUCTS ASSOCIATION(FC&PA)THE SENIOR MASONRY SUPERVISOR WILL BE N CV Q r ADD 395 -. ', DEAD LOAD......_...._..._....__....25 PSF DEAD LOAD............................_...40 PSF RESPONSIBLE TO ASSURE THAT THE WORK IS ACCOMPLISHED IN ACCORDANCE WITH THE W I--c) O)E E WIND: CONTRACT DOCUMENTS.THE MASONRY CONTRACTOR SHALL SUBMITCREDENUALS FROM LAP Z-6'MIN. CHEDULED MESH X6P SEND 7 Z r 00 DESIGN WIND SPEED /46MPH EXPOSURE C THE FCB PA TO THE ENGINEER FOR REVI EW AND APPROVAL PRIOR TO BIDDI NG L =� -1 IMPORTANCE FACTOR ILO INTERNAL PRESSURE COEFFICIENT=-0.181-018 CENTERED IN SLAB •' FINISH GRADE CONC.SLAB O J Q Q' »>Q SHWORPA INGSS VDRAWING REE REVIEWED IEWREVIEW:GENERAL COMPLIANCE WITH THE DESIGN INTENT ALL WOOD FOR BEAMS,BEARING WALLS,SOLE PLATES,TOP PLATES,BLOCKIN(X BRACING SEE PLAN SOIL STATEMENT J(=U Z Z 111 OF THE CONTRACT DOCUMENTS ONLY.IT SHALL BE THE RESPONSIBILITY OF THE LEDGERS,CRIPPLES,BILLS,ETC,SMALL BE SOUTHERN PIKE NO.2,MIS.OR BETTER Z C Z O CONTRACT OR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO OUANnTY, ZMICRO4AM BEAMS SMALL BE MANUFACTURED BY TRUSJOIST CORP.,OR APPROVED .r BASED ON VISUAL INSPECTION AT THE JOB SITE,THE FOUNDATIONS HAVE O 2 LENGTH.ELEVATIONS,DIMENSIONS,ETC EQUAL AND SHALL PROVIDE A MODULES OF ELASTICITY OF i.000.000 PSI,A MIN.FLEXURAL s BEEN DESIGNED FOR AN ALLOWABLE(LIME ROCK FORMATION) U D_ ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO STRESS OF 1,000 PSI,AND A MIN.HORIZONTAL SHEAR STRESS OF 285 PSI. THEENGINEER DRAWINGS SUBNTTEDWITHOUD REVIEWWILL BE RETURNED UNCHECKED 3.ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE 00 BEARING CAPACITY OF 2,ODO P.S.F SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS PRESSURE-TREATED.WOOD FOR NONSTRUCTURAL USES SMALL BE RATED TO RETENTION Z AT THE TIME OF CONSTRUCTION,THE ENGINEER SHALL SUBMIT TO THE BUILDING OFFICIAL u (CONTRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION LEVELS OF 0.25 PCF OF CHROMATED COPPER ARSENATE(OCA}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p00 PSI REGULAR WEIGHT FOR BEAMS,AND COLUMNS 6,IN HIGHLY CORROSIVE ENVIRONMENTS,ALL WIND RESISTING HARDWARE INCLUDING THE CONTRACTOR SHALL SUBMIT PROPOSED FAX DESIGNS,WITH HISTORICAL STRENGTH DATA HURRICANE STRAPS,SHALL BE MADE OF STAINLESS STEEL,OR SHALL BE DIPPED(AND EDGE OF SLAB U J � M FOR EACH SEPARATE MIX PRIOR DI CONCRETE PLACEMENT.CONCRETE SLUMP SHAW NOT SCRATCHES RE-PAINTED)IN COAL-TAR EPDXY PAINT. It EXCEED 4•H-1'PRIOR TO THE ADDITION OF PLASTICIZER,C-94 FOR CONCRETE MIXING. PLY WITH ALL THE REQlREMENTS OF ACI 301 AND ASTM G94 FOR MEASURING.MIXING, 7.WOOD PREVIOUSLY USED AS FORM WORK SHALL NOT BE USED AS ROOF FRAMING OR N.T.S. SHEATHING. rHOOK MN BALLS TR ANSPORTING ETC.CONCRETE TICI�TS SMALL BE TMESTAMPED WHEN CONCRETE IS TON M BATCHED.THE MAXIMUM THE ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT I HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURERS 2#5%30• M IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES.IF FOR ANY REASON INSTRUCTIONS. ADD'L.CORNER THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES,THE 9.HANGERS S STRAPS THAT DO NOT MATCH EXACTLY THE ONES SPECIFIED THE BARS A' CONCRETE SHALL BE DISCARDED.IT SHALL BE THE RESPONSIBILITY OF THE TESTING DRAWINGS IN STEEL YIELD ULTIMATE STRENGTH,STEEL DIMENSIONS(LENGTH U- H} H AND , T 00 WIDT NUMBER AND DIAMETER OF HOLES FOR THE SAME SIZES OF NAILS OR BOLTS,AND'OR LL"�LL�� LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF AM' DO NOT HAVE THE SAME GENERAL SHAPE,WILL NOT BE ACCEPTABLE. SEE COLUMN SCHEDULE NONCOMPLIANCE WITH THE ABOVE.ALL CONCRETE SHALL BE CURED USINGA CURING 10.NO POCKETS WILL BE ALLOWED IN CONCRETE OR STEEL MEMBERS FOR CONNECTION OF FOR REIWORGNG COMPOUND MEETING ASTM STANDARD G3D9.TYPE I.CURING COMPOUNDS SMALL HAVE A WOOD MEMBERS UNLESS THE CONNECTION DETAIL IS IN WRITING PRIOR TO INSTALLATION. SIZEB WINTRY - COMP ETD THE CORING COMPOUND ABLE WATER REPLACED HAS LEFT UNPINS HE FINISHING S 11 ALL NAILS SCREWS AND BOLTS SHALL BE HOT-DIPPED GALVANIZED. Z COMPLETED OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE.ALL W SCUFFED OR BROKEN AREAS IN THE CURI NG MEMBRANE SMALL BE RECMTED DAILY. TERMITE PROTECTION: 0"HOD COLUMN DOWELS ARE CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE WORK.OTHER ADMIXTURES MAY BE SAME SIZE WELSAR / L USED ONLY WITH THE APPROVAL OF THE ENGINEER REQUIRED CONCRETE COVERAGE OVER ALL BUILDINGS SMALL HAVE PRE-CONSTRUCTION TREATMENT PROTECTION AGAINST AND SPACING AS COLUMN REBAR SMALL BE AS FOLLOWS: SUBTERRANEAN TERMITES.THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA REINFORCING BARS A.3'FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICCES SMALL BE DEEMED AS 4#3 STIRRUPS V/ �� Lm B.FOR CONCRETE EXPOSED TO EARTH AND/OR WEATHER APPROVED WRH RESPECT TO PRE-CONSTRUCTION SOIL TREATMENT FOR PROTECTION 12.O.C.BALANCE Q 1?FOR 05 AND SMALLER AGAINST SUBTERRANEAN TERMITES.A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED #3 @ 48'O.C.(U.O.N.) 2'FOR O6 AND LARGER TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT WALL TIE BEAM OOnNG SEE PLAN O M co C.FOR CONCRETE NOT EXPOSED TO EARTH OR WEATHER: CONTAINS THE FOLLOWING STATEMENT: W IA NV FOR SLABS,WALLS,AND JOISTS SEE PLAN = V/ /.UT FOR BEAM AND COLUMN PRIMARY REINF.,TIES,STIRRUPS -THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF U) THE REINFORCEMENT FOR FOOTINGS AND OTHER PRINCIPAL STRUCTURAL MEMBERS IN SUBTERRANEAN TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS WHICH CONCRETE IS DEPOSITED AGAINST THE GROUND SHALL HAVE NOT LESS THAN 3 ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER CORNER REINFORCING INCHES OF CONCRETE BETWEEN THE REINFORCEMENT AND THE GROUND CON TACT SERVICES.' DETAIL FOR ALL TIE BEAMS SURFACE.IF CONCRETE SURFACES AFTER REMOVAL OF THE FORM ARE TO BE EXPOSED TO THEWEATHFRORBEIN CONTACT WITH THE GROUND.THE REINFORCEMENT SHALL BE FOUNDATION/ALLOWABLE BEARING CAPACITY: PROTECTED WITH HOTNESS THAN 2 INCHES OF CONCRETE FOR BARS LARGER THAN fry AND FOOTING WERE DESIGNED FOR AN ALLOWABLE SOIL BEARI NG PRESSURE OF 2,000 PSF.PRIOR TYPICAL COLUMN REBAR 1-1/Y FOR 95 OR SMALLER BARS.EXCAVATIONS FOR CONTINUOUS FOOTINGS SHALL BE CUT INSTALLATION OF ANY FOOTING FOUNDATION SYSTEM FOR THE NEW BUILDING STRUCTURES TRUE TO LINE AND GRADE AND THE SIDES OF FOOTINGS SHALL BE FORMED,EXCEPT WHERE 4'-811 PLACEMENT DIAGRAM OR ALLOWABLE B.THE BALDING OFFICIAL SHALL BE PROVIDED WITH A STATEMENT OF SOIL CONDITIONS ARE SIGH THAT THE SIDES OF THE EXCAVATION STAND FIRM AND SQUARE. ALLOWABLE BEARING CAPACITY FROM THE ENGINEER OF RECORD.SAID STATEMENT SHALL N.T.S. W EXCAVATIONS SHALL BE MADE TO FIRM,CLEAN BEARING SOIL CLEARLY IDENTIFY THE ALLOWABLE IN-PLACE BEARING CAPACITY OF THE BUILDING PAD FOR WHEN POLYETHYLENE SHEETS ARE USED AS A VAPOR BARRIER BENEATH A GROUND FLOOR THE NEW BUILDING OR ADDITION AND VERIFY THE EXISTING SOIL CONDITIONS,THE CERTIFIED TYPICAL CONSTRUCTION JOINT-1 1/2'DEPRESSION O SLAB.THE SUB GRADE FOR THAT SLAB SHALL BE CONSIDERED A FORMED SURFACE FOR THE IN PLACE BEARING CAPACITY SHALL HAVE BEEN DETERMI NED BY WAY OF RECOGNIZED TEST 1'-6" 1'-DTI 2'-0" Z PURPOSE OF REINFORCING STEEL COVERAGE. OR RATIONAL ANALYSIS. STRUCTURAL CONCRETE SHALL CONFORM WITH AG-301 IT SHALL REACH A MINIMUM THE MAXIMUM SIZE OF ROCK WITHIN 12INCHES BELOW THE FLOOR SLAB IN COMPACTED FILL COMPRESSIVE STRENGTH OF 3.000 PSI IN 28 DAYS FOR SLABS FOR BEAMS AND COLUMNS SHALL BE 3 INCHES IN DIAMETER WHERE FILL MATERIAL INCLUDES ROCK.LARGE ROCKS OPENING J AGGREGATES SHALL BE CLEAN AND GRADED MAXIMUM SIZES 314'ODHCRETE ASTM C33 SHALL NOT BE ALLOWABLE TO NEST AND ALL VOOS SMALL BE CAREFULLY FILLED WITH SMALL SHALL CONFORM TO AS G94 STONES OR SAND,AND PROPERLY COMPACTED CONCRETE TESTING IS REOIRED AS FOLLOWS I SET OF 5 CYLINDERS FOR EVERY 50 W. WHEN FOUNDATION WALL ARE TO BE POURED SEPARATELY FROM THE FOOTING THEY SHALL CONCRETE BE KEYED AND DOWELED TO THE FOOTING WITH NO LESS THAN M DOWELS,20 DIAMETERS IN 4 YDS.OF CONCRETE AS PER UMP IS 5 T IN CMU WALL 9 GAUGE EMENT EVERY HORIZONTAL MAXIMUM PECEME T GROUT MP 155£IN STRUCTURAL CONCRETE WITH THE EXCEPTION LENGTH ABOVE AND DOES BELOW T ALLOW JOINT.RAIGHT SPACED WE S.RE THAN STANDARD HOOKS APART.WHERE c COLUMN REINFORCEMENT EVERY OTHER COURSE BEING SAND CEMENT GROUP FOOTINGDEPTH DOES NOT ALLOW STRAIGHT ARDHOOKSWILL D LADDER TYPE REINFORCING STEEL SMALL CONFORM TO ASTM A615 GRADE 60.REINFORCING STEEL SWJ.L ALLOWABLE'FOOTING EXCAVATIONS AND SLAB PROCTOR MA SHALL R COMPACTED TO E A DRY r, SE FABRICATED ACCORDING TO THE•MANUAL OF STANDARD PRACTICE FOR DENSITY OF AT LEAST 98%OF THE MODIFIED PROCTOR MIA%IMVM DRY DENSITY,DETERMINED USE 3Q BOND BEAM LJ DETAILING REINFORCED CONCRETE STRUCTURES'.HOOK ALL DISCONTINUOUS TOP IN ACCORDANCE WITH ASTM 01557. - REINFORCING.PROVIDE CORNERS WITH 2#5X S-0•BEND CLEAR COVER FOR REINFORCING BARS SMALL BE ALL DIMENSIONS REFERENCE TO : H < G.BEAMS...........................3' FORMED FACES ..........3' ARCHITECTURAL DRAWING SLABS..............................3M' FOMED FACES IN HEAD JOISTS • BEAMSCOLUMNS........1-1/2* CONTACT W/EARTH......... 7 FILLED SOLID FORM WORK: PRODUCT CONTROL APPROVAL AND TB. ELEV. +10'-0" FORM WORK,SHORING AND BRACING FOR ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, O A SHOP DRAWING NOTES AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, I TB. ELEV. +9'-0" os-ts-as 'RECOMMENDED PRACTICE FOR CONCRETE FORM WORK'. ALL APPROVED SHOP DRAWINGS SHALL BE REVIEWED BY THE ENG.OF RECORD AND SUBMITTED AND PROCESSED AT THE BUILDING DEPARTMENT.PRODUCT CONTROL APPROVAL REINFORCING STEEL: AND SEPARATE BUILDING PERMITS SHALL BE REQUIRED FOR THE FOLLOWING 1. ITEMS:GUARDRAIL BALCONY,WINDOWS.DOORS&WOOD TRUSSES. 4 I , ASSHOWN REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS,FREE FROM OIL,SCALE,AND RUST NOTE: USE© DOW ELS EXTEND 30' W AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS Y NO OTHER UNDERGROUND L UTILITIES C WERE LOCATED BUT MAY BE PRESENT.-DIG WITH FROM FOUNDATION M.C. W OF THE Ad STANDARDS AND SPECIFICATIONS.CONTRACTOR SHALL SUBMIT REBAR SHOP CAUTION-CALL UTILITY LOCATION CENTER BEFORE YOU DIG (2)2X12 (� DRAWINGS FOR REVIEW PRIOR TO FABRICATION.HORIZONTAL AND VERTICAL BARS SHALL WOOD JOIST - ° ® �lJ 11� LAP 6X BAR NO..UNLESS OTHERWISE NOTED.UNSCHEDULED FIELD LAPS ARE SUBJECT TO YJ ENGINEERS RENEW.PROVIDE 3'%3'CORNER BINS UPPED AND TIED TO EACH BEAM REBAR CONCRETE J.L. TYPICAL AT ALL CORNERS,THESE CORNER SARS SHALL BE THE SAME SIZE AS LONGITUDINAL (1)2X12 WOOD JOIST TIE BEAM _ BEAM BARS.SEE DETAILS FOR ADDITIONAL INFORMATION. 0 NO WELDED WIRE MESH: @ 2'-0"O/C MAX. s�:rl,AR F I! " C WELDED WIRE MESH SHALL BE ASTM A-185,GRADE 65,FREE FROM OIL.SCALE,AND RUST. H ''>I`(` pE� s AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS.MINIMUM LAP SMALL ) , 8E ONE SPACE PLUS TWO INCHES. CLEANOUTN TO USEALEDA CANTILIVER BALCONY DETAIL / S-1 INSPECTION REQUIRED LIFTS XCEEDI CELLS IF POURED IN LIFTS EXCEEDIN 7-0' SHEET t OF 4 SEE DETAIL 3/S-3 REVISIONS TC +a.a s.r s- 1+•.3• 1a.g NO DATE aTSi:a}s&':i}E}}}a'i:ruL7g rii.;10111111111111 :anvu-..:-a:.-..e:c .._....y::cdt- -_.�_ _._........_................ ..._.............._ }:vaxT+E!•n.nuv�:•°.:c.8.l'i} — ........._... I I WF-24 /7 WF-24T Im I§ LII NEW 4/ CONC. r I u0 WITH 6'X 6'W7.4XW7.4 W.W.M.ON CLEAN / � I I CNI � c I Z-1— SEE DETAIIl N SAND FILL PLACED IN 17 MAXIMUM THICK N11 I a a.ms a b pETA6e6j O LAYERS WELL COMPACTED FINISHED DENSITY LL1 IAlvroaoasr NEW Z-1 4•-v I iLL 95%BY MODIFIED PROCTOR TEST.APPROVED usEe ,ae N•oc,w on.n� I U r e FLAT ROOF I VAPOR 15 MIL BARRIER&CLEAN COMPACTED / I _ _ I Z I I I I TERMITE TREATED FILL(TYP THROUGHOUT) E wF,24 1 , �An rn o E W Lu m M c°3 ' r3 c ,• :z 'N IC SC-1 I— T - TC I (n COD I••' v ID R ILL LL - -- - -- WF-24 - -- - - - 3 - -- - � i I i �w*ku)O +n(d a d w ca I I I SEE DETAIL2IS-2 ( L :} I Q Z W IL�?7 I. EXISTING FLOOR s ^Z J.— I m cc In TO REMAIN I � : " I �ZN NQ"T00 I vq;I.TOx em[uiN O I U�C-4 coo E E �y N I— — — — — — I ow m cm, LL b m , o.cw< r I Z z at In -J a WF-24 b 3 — — EXISTING , 0L~.1 Q _ Q'M — — — —— — — ——J I S-3 oeru,os� NEY1, TO REMAIN I S� ,r_I�U Z W W AC 1t I I awoc a,a KRICK 5 Z I J'- I TC i O 0 � U o_ a•. 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TB TL7 - - �. - - 1- - - - - - T6-- - - - - 7L - - - - - 4 C1 IT Ct 8.6.OVE TB M 8'x6'OVERFLOW W LL 1v-11• r.r y.r " SCUPPER. mw000 � SCUPPER. 1� ., r- oti PICAL OF PICAL OF 2) J (1_ C G >Z ww �i/: CGQ LEGEND Foundation Plan Second Plan LEGEND > i U) 2 E1�L e`RF1e0RLL1D NASara•r1rLZ SCALE:114-Y-W SCALE:1/4'-1'-d 0 MIMM r FEKaacea Burs. v r ROPUFAM NAMW WU& MIDM WNDW AND DOOR WEIM ..M.AMDDDr004M FOOTING SCHEDULE n- __j �o Z) 0 somm R%V noN WaL MARK SIZE TH ICKNESS REINFORCING REMARKS NOTES o W `0^ �______� � � WIDTH HEIGHT (B)BOTTOM (T)TOP = vJ wUNDOM 70 RF3YIN WF-16 16' 12' 2#5 CONT. (n WF-24 24' 17 2#5 CONT. Z-1 4'-0'X4'-0' 12' #5 4'E.W. DRILL#5 REeAR 6- NEW CONSTRUCTION EXISTING CONSTRUCTION INTO EXIST.STRUCT. 3' EPDXY ADHESIVE 3a 6MN FILL WITH 30DO PSI FILL WITH GROUT 3000 PSI GROUT I 0 00 00 o 00 00 00 00 ='0 00 0o COLUMN SCHEDULE NEWT -TIE BEAM DRILL#5 REBAR 6' 105 VET. 1#5 VERT. GRAPHIC MA,a( y,oTMSI aNC s REMARres NOTES EI BIM/ 7 INTO EXIST STRUCT z . r EPDXY ADHESIVE f© TC T. : 173 @. CONCRETE 475 173®6O/C MAX COLUMN EXISTING Q NEW TIE TG1 805 O/C MAX COLUMN 8'X 8"W/2#S BEAM NEW C.M. .WALL A ' SC-1 HSS 3Ya X 307 X 1/4 STEEL COLUMN ly EXT TIE ISBEAM B (.CON T. ` STRAPSCHEDULE #8,TRUSS TYPE,HORIZ /\J JOINT REINFORCEMENT NVJH26 BY NU-VUE Q EVERY OTHER COURSE 1#S VET. 1#5 VER W/(10)1 O X 1 1/2"TO HEADER & ui O W/(6)1 Od X 1 1/2"TO JOIST ANCHOR NEW FOOTING TO �J EXIST I 300o NEWBC.M.u. GRAVITY=1.0221b. LONGI#5 NG T�Gw/2,18' L • GRO T WALL 30 PSIGRO NOA 030730.03 NEW—TO—EXISTING BEAM EMBEDDEDAMIN.OF 6' C. .. JUS210-3 BY USP INTO EXISTING FOOTING&SET IN EP EXISTING CONC. W/(8)164 X 1 1/2"TO HEADER& OXY MORTAR FOOTING A A ® W/(6)16d X 1 1/2 TO JOIST Y• 06-16-08 j . . GRAVITY=1,7751b. NOA01-0417.11 BEAMS SCHEDULE NEW—TO—EXISTING CONS ASSHOWN 0 SIZE REINFORCING NVRT-24 BY NU-VUE WIDTH HE GNT (D)DOnOM (nTOP (s)nDD E M.C. Y e NEW O W/(8)16d NAILS TO WOOD FRAMING& TB rr 17 2#5 z#s 034 O/C W FOUNDATION (5)1/4.0 X 2-EMB.TAPCONS TO CONCRETE TB7 6' 17 zas 2#s #3@12'= (� v FOUNDATION •,•_\.:. .•�,:,.\:\ �� GRAVITY=8801b. RS w 17 295 2#s #304.0,•c AP - _ ® NOA 030327.14 • **8-X14 CONC.TIE BEAM W/4}/SS 8Wl#3 TIES®®17oG THE FIRST Pd'FROM EACH GARNER DRILL#5 REBAR 6' O JUS212-2 BY UNITED STEEL PRODUCTS COMPANY 8X48-REMAINDER 8 M2WS,5'.0-LONG,tIENT 3a'@ CORNERS.SEE DETAIL THO('§�#, „p CfEcf)-2 INTO EXIST.STRUCT. DETAIL 3/S-3 W/(10)16d FASTENERS TO WOOD HEADER& 9lL`SF YB(�b1i EPDXY ADHESIVE DETAIL 2/S-2 NEW FILL CELL (6)16d FASTENERS TO WOOD JOIST FILL CELL-EXISTING raaeNT.s GRAVITY=2,0401b. SI-E N.TS_ NOA 01-0417.11 SHEET 2 OF 4 4r-r REVISIONS NET STRAP 2 PLYWOOD NAILING DETAIL KB- Tel 7 FD TITTEELPIATE Wf(4)AN0 STILTS & NEW SIC FLAI ROOF t; FLAT Al cli ' 0 0 .IL- ~ ' ` ^ . ~ - ' PLYWOOD ROOF DIAPHRAGM WOODJOIST2*x Ma l6'O/CffYP.1 G 7.47# \IEEE z U)-U'-"r :3 BE SIGNEI AND SEALED BY N 1. WZ REGISTEREI IN FLORIDA Z 10 Do EMSTING Zzzm 1:i3 TO REMAIN _j DETAIL STEEL COLUMN(TYP)4/S-3 Lu -0 8'Xl2'CONC.BEAM EX STING TIT.EL v SIC HIPPE ROOF TO REMAIN CB WALL u CS WALL OPENING TB y =E: NEW EW NEW COLUMN KR CK PLYWOOD NAILING DETAIL "12*CONC.COL co (ELEV=-1-19--9-) !16"FOVEraW PLYWOOD ROOF DIAPHRAGM CO LL IT-LINTEL Roof Plan Ta S'XI6'CONC.COL 11100101011 CO 0 STRAP SCHEDULE NET UPLIFT=1.306 111 (5)X 1/4-0 TAPCON TO T.B, West Elevation G. SEE FOUNDATION SCH 4 12 12 14 z 8'Xl6'CONC.COL 8-X16-CONC.COL COLUMN CAP SEE BEAM SCH uj B-- COLUMN BN12"CCINC.COL Li le aRGBSEI Section 1/S-3 South Elevation PR 1 0 2009 CATEGORY 92 MODIFIED BITUMEN 2 PLY 159 CATEGORY 92 MODIFIED BITUMEN 2 PLY 15# FIBERGLASS FELT HOT MOPPED ON PLY 30# FIBERGLASS FELT HOT MOPPED ON PLY 30# REVISIONS (2)KWIK BOLT 111 BY HILTI FELT TIN CAPPED IN PLACE 1Y O/C OVER 518' yy g 4 FELT TIN CAPPED IN PLACE(3�1 Y O/C OVER 5B' 1/2"0 X 3'MIN EMS INTO EXISTING COX PLYWOOD SHEATING NAILED W/10d NAILS CO OD HE MAILED W Al (1)WOOD 2'X 8^BLOCKING EXISTING CONC.BEAM WOOD TRUSS MEDLgTE pl 6^% P L GES INTERMEDIATE SUPPORTS.NAIL SPACING SHALL BE 4*O/C AT BETWEEN JOIST NO PPORTS.NAIL SPACING SHALL BE 4'DIG AT GABLE ENDS,IN A PACING. EXISTING ROOF CONTINUOUS 26 GAUGE GABLE ENDS,IN ALLCASES. METAL DRIP FLASHING WOOD JOIST WOOD JOIST STRAP EXIST.TIE BEAM - ON 1 X 2 P.T.WOOD NAILER 2-X12'@16•o% 2"x12"@+6"0/c SEE STRUCTURAL P 8X X1/4 W/2 D.GALV.ROOF PLANS NAILS AT 4.O.C. SAP - SEE SCHD. THREE t6 1/4•:1 YSLOPE 1/4':12*SLOPE 16 SIDES L 4X4X1/4 EXISTING C BEARING PARTITION s Z L� ct ( 0) EXIST.CMU WALL HSS 3Ya'X 3Y{X 1/4• TB.ELEV.+g•_g• NEW _ LLI �°w - . n7 nil U) Y X 12"SMOOTH FIN. WOOD TRUNG a(/�cO <c0 R E WD.FASCIA NAILED R-19 FIBERGLASS INSUL. R-19 FIBERGLASS INSUL. .i � a` TO TRUSSES W/2-16D TIE BEAM EXISTING W U(OR N N STUCCO SOFFIT, Z e- ; EXIST.WOOD JOIST WITH 6"X 24"SOFFIT VENT. EXIST.WOOD JOIST TO REMAIN REFER TO ROOF PLAN W h U U FOR NUMBER AND LOCATION • m(' Z C C SPACED 4'-0.O.C.MAX •� to Q VX O O @ •••• •—• ACOUSTICAL SPRAY FIN. TIE 8 TEAM Z —_ ROOF TO BE EXIST.ROOF TO N N DEMOUSHED BE DEMOLISHED ON 12'GYP.BOARD ON W ti 1,00 •E-E EXIST.CMU WALL ••• 1X3 FURRING STRIPS, U CO EXIST.8"THICK N— CMU WALL DRILL#5 REBAR 6'INTO EXIST. .•.'�• SECURED TO FA.TRUSS C9 STRUCT.EPDXY ADHESIVE ,'•i• EXIST.TIE BEAM _Z IU W/2-8 D.COMMON NAILS Z � 2'� J STEEL PL 8X8X1/4 W/(4) HIT-HY 150 BY HILT) O Q M 2 KWIK BOLT III BY HILTI J 0 1/2'0 X 3'MIN EMB INTO EXIST.8'THICK EXISTING EXIST.8'THICK J `'•' Z W W ?.•'r CMU WALL CMU WALL t:=.;i:;:,; EXISTING FOUND. C Z -..,yy',f. .44.'.1;::j•L �:r:'-'..',T y.i.:ri,: - G Z :,N'"XY'• EXIST.WF24 - O U o_ EX13T.WF24 DETAIL 1/ S-4 DETAIL 2/ S-4 SCALE:N.T.S. A THRU BOLT STEEL PLBXBXV4IL'n SCALE:N.T.S. U ASTM A36 1/Y 0 @ KWIK BOLT 111 BY HILTI (1)THRU BOLT 12'01C MAX. 12.0 X W MIN EMB INTO ASTM A36 12"0 @ EXIST.TIE BEAM STEEL PLATE STAGGERED ROW EXISTING BEAM. EXIST.TIE BEAM 12.0/C MAX 1/4'THICK. STAGGERED ROW :.1r.• O ® A 4..• , :• 4 ♦ W M '1•�. O STEEL PLATE .. ® � ® / �O / < • STRAP � � r 1/4'THICK 2 2x12W000JOIST SEE SCHEDULE W ('/) co EXIST.TIE BEAM EXIST.8'THICK. A' J EXIST.B' K.THI CMU WALL TO BE MM CONCRETE W LL" EXIST.6"THICK �_(1)NVJH26 BY NU BEAM . W(6)1 10d X 1 2-T TO HEADER CMU WALL HSS 'X 3Y'X 1/4" EXIST�ITWH ICK. 6(8)10d X 1 12'TO JOIST CALL NOA030 730.03 WOOD TRUSS BY uj G=1,022 LB DETAIL 3/ S-4 DP=818 LB OTHERS 1/4"THK STL PLATE @ 2'X12 WOOD JOIST .e FASCIA '^ T CONNECTOR(GRADE SCALE:N.T.S. z••o•o/c MAX . d. _ +2 \,/, (1)2X12 PT WOOD HEADER A36)(HOT DIPPED - TIE BEAM 1 W/(1)DYNABOLT BY RED HEAD GALVANIZED PLATE) ° to 3/4.0 x 2 114'EMBED.INTO rA SEE DETAIL 5A/S-4 m O d ° 4r.� CONCRETE OR GROUT FILLED (1)2X12 PT WOOD HL:AOER v/ @ 1'-D W/(1)DYNABOLT BY RED HEAD 3/4.0 x 2114'EMBED.INTO CONCRETE OR GROUT FILLED ° @ 1'-W O/C MAX (t)NVRT-2e BY Nu•wE 8'THICK.CMU WALL WOOD JOIST ♦ W/(8)16tl NILS TO FRAMING 8 A (5)1/4"0 X 2"EMB.TAPCOUS TO CONCRETE (1)2X12 NOA 03-032714 UP=880 LB STEEL COLUMN W/(18) 6dX lr2-T DETAIL 9/ S-4 Q HSS 4X4X114 W/(1 8)t6d X 1 12"TO HEAD (1)NVJH26 BY NU-VUE 8(6)16d X 1 12"TO JOIST W/(10)10d X 112•TO HEADER NOA01-0417.11 SCALE:N.T.S. 8(6)10d X 1 12'TO JOIST WOOD JOIST NOA 03-0730.03 (1)2X12 OR(10D JOIST )2X6 IST DETAIL 5/ S-4 DETAIL 8/ S-4 SCALE:N.T.S. (1)2x12 PT WOOD HEADER •1 2 X 12 WOOD JOIST SCALE:N.T.S. W/(1)DYNABOLT BY RED HEAD 314.0 x 2 1/4"EMBED.INTO 1/4"THK STL PLATE CONCRETE OR GROUT FILLED DRILL#5 REBAR 6'INTO EXIST. .•. CONNECTOR(GRADE A36) @ 1'-0•o/c MAX STRUCT.EPDXY ADHESIVE . •• EXIST.TIE BEAM T (HOT DIPPED GALVANIZED PLATE) 2 x 12 WOOD JOIST (3)2X12 WOOD JOIST HIT-HY 150 BY HILTI (4)5/8"0 A325 THRU BOLTS 2" ® }- 2 x 12 PT WOOD HEADER 9 06-16-08 " I • 4• (1)NVJH26 BY NU-WE W/(10)110d 1 1/2*TO HEADER T AS SHOWN ® 8(6)1DdX 11 C - (1)NVJH26 BY NU-VUE NOA 03-0730.03 '• ,L ® X 4" 2• W/(10)1 Dd X 112'TO HEADER M.C. W 8(6)1 Dd X 1 12"TO JOIST = 2 x 12 PT WOOD HEADER 1/4"THK STL PLATE CONNECTOR NOA 03-0730.03 (1)2X12 WOODJOIST q v 1/g^ (4)5/8"0 A325 (GRADE A36)(HOT DIPPED APR I- 000� J.L THRU BOLTS GALVANIZED PLATE) 2X12 WOODJOIST DETAIL 6/ S-4 rmuww COLUMN HSS 4 x 4 x 1/4 DETAIL 5A/ S-4 SCALE:N.T.S. DETAIL 4I1S4 @ E ��� DETAIL 7/ S-4 z ' - SCAL� NTS. �1 !" DETAIL 5A/ S-4 SCALE:N.T.S. SCALE:N-T.S. SCALE:N.T.S. SHEET 4 OF a 6" FACE OF WALL REVISIONS A/S4A A/S-4A FINISH v 8• 6'2j" v 10•-3 B/S-4A WOOD STRINGER NO DATE � — T-6" 6'- •_ 4•-s• 2 2X12 1/2" 00 0D WOOD TREAD 2 X 12 1 1/2" STEEL HANDRAIL WAU I I I I co�rnE1E,7� (1)LAG BOLTS FLAT HEAD MOUNTED T 3" STEEL BRACKET STORAGE W.H. `D I `°I I I I 1/4'0 X 2'MIN.PENETRATION ABOVE NOSE 36• W/(1)LAG BOLT 5/8.0 P '-8• "'I 3'19' I 1 (d 10'O/C MAX X 3•MIN.PENETRATION R 2•RETURN HANDRAIL `v EXISTING _I _�___�_ WOOD STRINGER 2 X 12(AT THE END) TO WALL AT END TYP. O DINING ROOM 7. • 12' W/(1)DYNABOLTBY RED HEAD TOP VIEW TYP m `v :r O 3/4.0 x 2 1/4'EMBED.INTO 1/4 U RxiNxaxw `f Rss.z.x1N CONCRETE OR GROUT FILLED Z� �E7 17I6M "ARTTION WALL p Of OE7NL119M GARIITICN WALL �- 7 10'-3" SIDES OF THE STAIR) O CO o E _• vu cNu carnefewALL c.---ALL 7' ° cam"«were wALL 2 X 20X 4 LONG. EXISTING 6" W W M(DE C "` 1p W/(1)TAPCON BY ITW WOOD SLAB d t.HANDRAIL U)PA1R1noRwALL BUILDEX 1/40 X 1 3/4•EMB. P PEELt/40 SCH 40 a co~ xvx m E UTILITY TO STRINGER 8 �it c-Q a6 i� MOUNTED AT 36" _ u,r/, ROOM Wl(2)TAPCON BY ITW UP ABOVE NOSE U)W N O LL 01 t0 BUILDEX 1/40 X 1 3/4'EMB. co"-J TO @WOOD TREAD R2"RETURN HANDRAIL STEEL BRACKET Q Z w U v v m WK. B/S-4A (BOTH SIDES) TO WALL AT END TYP. TYP 1/4 3/M N PENETRATION m Z)Z co(D rr Z---IT O 0 1-mQm E SIDE VIEW FRONT VIEW 0 CN co DETAIL 11 S-4A DETAIL 6/ S-4A z Z k F-0 R�R FIRST FLOOR STAIR PLAN [ SECOND FLOOR STAIR PLAN SCALE:N.T.S. SCALE:N.T.S. OJc pM--' 3/8'=1'-0' 3!a'=1'-0' I J V Z Z w WOOD CC STRINGER 2X12 STEEL PLATE G 0 = 411 4 X 10 114 0 (- WOOD TREAD EXISTING ROOF AND I CONCRETE WALL 2X12 WOOD TRINGER 2X12 `\ EXISTING CRAWLS ROOF AND CRAWL SPACE I U CRAWL SPACE � WOOD STRINGER 2 X 12(ATT4r.ND)';a' STEEL PLATE 1 W/(1)DYNABOLT BY REDHEAD - 314'0 x 2 1/4'EMBED.INTO 4 X 10 X 1/4 1 CONCRETE'E GROUT FILLED (2)THRU BOLT 1 (BOTH SIDES OF THE STAIR) 5/8"0 A 325 1 • COLUMN 1 EXISTING )3' HSS 4 X 4 1/4 'W W C7 WOODS AB s7sa"E w+L 1 WOOD \\ I TOP VIEW STRINGER 2X12 1/4 W co DETAIL 1/ S-4A STEEL ANGLE Lu 3 X 3 X 1/4 X 10"LONG L.L J \\ SCALE:N.T.S. 1..` "ARTTOII wALL \a� 1 '• 00 LL ----------A--------- rs \\ (2)THRU BOLT \\ J C ��\ I WOOD STRINGER 2X12 5/8"0 A 325 G sreeL AsrN tiwf \ I (3)2 X 12 oerNL VSAn \ Tlb TOP VIEW W Q MANIXtNI 7Po (fl \ \\ \' ®7.r"3-11• A�„N®�o �._,_-„• "�” `�,• wOODTREAD2X,2 DETAIL 7/ S-4A 2 Cn � nIEAO ys.A \\� srAmwAr SCALE:N.T.S. T� PMTTgI W O O 16T @11• NOTE: AN YSM 17R®7.7 I 7 co Co O P I o Po 6RS 1.BOTTOM OF STAIRS AND GUARD WALL TO BE FURRED AND DRYWALLED, W I ®7.r=s-r 1 ®7—v.r 2-PROVIDE BLOCKING FOR SUPPORT OF HANDRAILS AS REQUIRED. 3-SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. r T"�iDAND 1 L 3 X 3 X 3/8 X 6•LONG. 4.-ALL RAILINGS TO BE 1-1/4'0 PIPE 31 W/(4)5/8”0 LAG BOLT X 5-HANDRAILS @ T-0"A.F.F. msnru 1 6-1608.2.1.1 HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A - waoo sfwe 2 12•MIN.PENETRATION CONCENTRATED LOAD OF 200 LB(890 N)APPLIED AT ANY POINT AND IN ANY DIRECTION. - WOOD STRINGER 2 X 12 W/(1)DYNABOLT BY RED HEAD B STAIR SECTION CONCRETE ETEO GROUT A STAIR SECTION CONCRETE OR GROUT FILLED@24.O.C. S-4A 318"=1`0• S14A 3/8"=1,-0- SIDE VIEW STEEL HANDRAIL DETAIL 2/ S-4A ® J PIPE 1 1/40 SCH 40 SCALE:N.T.S. _ Li 0 V2X STEEL WALL MOUNTED HANDRAIL BRACKET z W/(1)LAG BOLT 5/8" X 3"MIN. - WOOD STRINGER 2X12 I I' PENETRATION DETAIL 5/S-4A '' -f• e W •,•' TREAD WOOD = - ^+• 2 X 12 (1)LAG BOLTS FLAT HEAD ® Y 1/4"0 X 2'MIN.PENETRATION - WOOD BLOCK 2X 2 X 4 LONG. Q 1 " @ 10"OIC MAX 6 STEEL HANDRAIL W/(1)TAPCON BY ITW PIPE 1 1/ofd SCH 40 i` '`'. �:y�;•t� BUILDEX 1/40 X 13/4•EMB. Nm M 06-16-08 OD BLOCKING - TO STRINGER a 3 A, ,.l•' "7. '•:•: W/(2)TAPCON BY ITW BUILDEX 1/40 X 1 3/4'EMB. STEEL WALL MOUNTQj %1 TO @WOOD TREAD La® = L" "L AS SHOWN Q 36"TO HANDRAIL BRACKET (BOTH SIDES) RR�� Y TREAD W/(1)LAG BOLT 5/8" X 3"Mjt;: : WOOD STRINGER 2 X 12 7 M'C. W NOSE PENETRATION - ,' . !;•l :' W/(1)DYNABOLT BY RED HEAD O I ...•if l...c•~• • •./'::.-..'•.::::. „ 3/4"0X21/4"EMBED.INTO r �. G.A.C.2iO CONCRETE OR GROUT FILLED @ 24'O.C.PARTITION WALL _ =U FRONT VIEW SIDE VIEW n0"" I WWI (r 4 ��� -4A- HANDRHANDRAIL VIEW HANDRAIL / BRACKET DETAIL 5/S-4A DETAIL 3/ S-4A KEY PLAN AIL / BRACKET DETAIL 4/S-4A SCALE:N.T.S. SCALE:N.T.S. 1/a"=1'-0" SCALE:N.T.S. T SHEET 4A OF 4 A REVISIONS NO DATE O OH O UP EGRESS O A 2 STORAGE W.H. — _ O •� UP O 12X A 12X12 N BEDROOM#3 r;C ^_ k 150 CFM � Z NEW 950 CFM �/v�/ 8 CLOSET O 9X9 OA L L �� FLAT ROOF m°D o L W Lq rn M E ^ a� c, N O EXISTING U�v 4> L.L(n f.. v E OA DINING ROOM U) @ ID UTILITY e•0 v�v UP ll.l—U)Q L.L g3 f6 Roots �v v 19x9 CF'M _ MAS TMI .L mQ Z W c3i cc �/U�/v 7-71• -� L2 JZNN<2�O O 2 �/ g• e°° UWNCc,-� E E I"A I Xg55y�LG�F�w - Z z�* _to< L L WRcb-m BEDROOM#2 rn •0 B O J a O M u L W © JcU zz A w UPO v�jv L O CL �O m L L RAG cL F,CISTING 159 CFM O 2X12 150 CFM HIPPED ROOF e 10'-3" 9X9 CFM 9X9 NEW TO REMAIN KRICK t_ ti�rt� MASTER Q Q g,0 O BEDROOM A 10 X 12X12 M CCU A CLOSET . EXISTING 200 8• W � m WANG ROOM 12X1 � � Z w NT RAG �— L•� M HIPPED ROOF W M CLOSET A KREW EXISTING O TO REMAIN J F GABABHGE •0 O NTERMINAT'E 2"A/C COND. co LL G wDRAIN OUTSIDE 6"A.F.G. v� 2X12 0 0 9 W A W Q BEDROOM#1 DwmM1aw O i V) PER em vw too wr 25 CFM 7 PER-E 9X9 /� CLOSET �J) r� A PORCH A © KR CK KRIICK M co^J O UP ■ co ® ® ® BALCONY 8"x6"OVERFLOW 8"x6"01 SCUPPER. SCUPPE CANTILIVER SLAB PICAL OF 2) PICK ABOVE FOR GUARDRAIL THE SHOP DRAWINGS MUST BE Z SUBMITED BY G.C. Q N Ground Floor Mechanical Plan Second Floor Mechanical Plan a SCALE N.T.S. SCALE:N.LS Q HVAC SYMBOL LEGEND U z SYMBOL DESCRIPTION Q DIFFUSER V �1 FLEXIBLE DUCT RETURN AIR GRILLE RIGID DUCT -- os-l4-oa RETURN DUCT , c AS SHOWN OTHERMOSTAT ® x CFM CUBIC FEET PER MINA 2009 0 L.T. FCU FAN COIL UNLT'��?�?� : ¢ I fECM W WAYS SHEET 1 OF 2 +/8„STN LESS SIEEL NETA Roa m FlTR A REVISIONS 11RE WRAP roeew�soE u.TTxx NO DATE ® wIERe HECESSMV. HVAC DESIGN REQUIRES YES NO CONDENSING PORFn a CONTROL DUCT SMOKE DETECTOR UNIT ✓ LOCATION FIRE DAMPER(S) _ _-- ✓ Hal SMOKE DAMPER(S) ✓LIQUID LINE W/o FIRE RATED ENCLOSURE I/ CONCRETE BAN INSULATION w/W-+o/10 ww FIRE RATED ROOF/FLOOR o to 't CEILING ASSEMBLY ✓ U Cl') „�,�, ,� BATHROOM EXHAUST Y FIRE STOPPING (/ _ _' k o rn E SIX IN LINE x �. SMOKE CONTROL I/ BATHROOM EXHAUST DUCT SHALL GO THRU ROOF 'W tO oO rn TNTN s vAPdt T°.'�`� AND TERMINATE 6' MIN. ABOVE ROOF SURFACE. w CD M c Eo RARRIER MOM MEAL ENTRANCE OF RFFM1ID�QtANT SECURE a W/qE DDD IBS ANn-THPtr PROVIDE A BACKDRAFT DAMPER, WITH A CORROSION �p Q o 22 HEIR NC PPE�w� SECUR GLI O E 50 UPS IIIRDIT6t1 RESISTANT SCREEN MATERIAL HAVING A MESH NOT n-���LD��n L RESNIENr MA70 (stE oEEAUW THE SASE PLATE.Iwo-CIL 00-5) `,;'�m�,�„ LARGER THAN 1/Y. AND BE FITTED WITH A �W_In 0 LL � @ WEATHER CAP. BATHROOM EXHAUST DUCTS SHALL LLI pj__J a a BE SHEET METAL Q Z w� U U C.U. MOUNTING DETAIL N.T.S. FLEXIBLE DUCT CONNECTION DETAIL RIGID DUCT HANGERS m C�tiZ-— c 0 N.T.S. Z co N m (TYPICAL) U ILI N M m E 25E 0 ATE M SSTRAPS Z Z _ '�•� 2 UNLESS FOOT OF GENERAL H.V.A.C. NOTES: O0 5Q M S UNI�DER A SO M ...I U Z Ij j W c Z FIN.CEILING 1-1� 1.THE CONTRACTOR SHALL FURNISH ALL LABOR G O � A/C DUCT SUPPLY AIR DUCT MATERIAL AND EQUIPMENT FOR A COMPLETE H.V.A.C. U CL ATTACHED To THE AHU - N SYSTEM IN ACCORDANCE WITH THESE DRAWINGS THE FBC 603.7 r E 4.w/ FLORIDA BUILDING CODE AND THE LATEST EDITION OF THE W.9o.++E•°tl+I=DR) �t,MM FOLLOWING PUBLICATIONS: DISCONNECT SWITCH SOL�tInED r A)ANS 89.1 MECHANICAL REFRIGERATION HANGER LOOPS B)NFPA PAMPHLETS 90A&91 uu PERFORATED CAP •a LIQUID LINE roc.u. EXHAUST ROOF CAP DETAIL C)SMACNA D)ASHRAE. SUCTION LINE TO C.U. N.LS _ FLEXIBLE DUCT HANGERS 2 ALL AIR CONDITIONING DUCTWORK MALL BE 1-1/2 INCH STANDARD DUTY FULL REINFORCED FIBERGLASS E H�7t�C SYMBOL LEGEND (TYPICAL) WITH MANUFACTURED LOGO PRINTED ON THE VAPOR 1 1 1 �/ co AIR HANDLING UNIT ++n._n w oALV. SYMBOL DESCfiPRaN roof Z BOTTOM OF PAN DIFFUSER GALL EXHAUST SHE DUCTWORK SHALL BE CODE GAGE Ch GALVANIZED SHEET METAL W W M RAISE A.H.U.TB"FOR V�Pt*ct 4.DUCT SIZE SHOWN ARE NET FRE E AREA 2bIAM. PVC SCH. 40 R/APURPOSE FLE7GBLE OUCf +-+ ~ -J COND. DRAIN p I � a ED 5. ALL AIR DEVICES(DIFFUSERS REGISTERS AND GRILLES) �L co U_ UNDER SLAB 0 RETURN AIR GRILLE SHALL BE ALL ALUMINUM CONSTRUCTION. WITH (SEE A/C FLPLAN RHO DUCT EXPOSED SURFACE CHEMICALLY TREATED TO RECE3VE PAINT J FOR TO MATCH COLOR OR A)RGUIDE OR APPROVED EQUAL WATER SENSOR TO STOP An DWT RETURN DUCT 6.PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS W Q A/C IF EQUIPMENT DRAIN PAN OVERFLOWS R++n.ItrAl �u eti O THERMOSTAT AND REGISTERS r )A I R C O N D I T I O N I N G CLOSET � s E PROVIDE TURNING VANES AND EXTRACTORS ALL /�i/) C CFM CUBIC FEET PER MINUTE ELBOWS AND TAKE OFFS. V SCALE:NTS HANGERS AND SUPPORTS FGU FAN COIL UNIT a THERMOSTATS SHALL BE COMBINATION COOLING/ HEATING WITH SYSTEM COOL/AUTO/HEAT/OFF AND FAN O PAOf AIYN,ETI• STANDARD r WIDE HANGERS W WAYS ON/AUTO SELECTOR SWITCHES m co�T• C BEMANT�i4ANr V J lo Halo NANOETT PTCTETa1N to BE 7TE 911 tF DE DISTANCES eE7REtT1 9.FAN COIL SHALL BE MOUNTED ON A STRUCTURAL THE NINON•ICES AND THE MICE SM o(NACU) STEEL BASE WITH CONTINUOUS STRIP OF ISOMODE CONCRETE A/C NOTE. AROUND ITS PERIMETER. CONDENSING UNIT SHALL BE ANCHORED TO ITS BASE PER MANUFACTURER'S SPECIFICATIONS 10.REFRIGERANT PIPING SHALL BE COPPER TYPE'L' SMJDRAP OR PL —A/C MUST HAVE PROGRAMMABLE ARMAFLEX INSULATION SHALL BE PROVIDED FOR W sow rw aR PUIO SUCTION LINES.ROWCERANT THERMOSTAT 11. PROVIDE NEW FILTERS FOR FAN COIL BEFORE fig) -DUCTWORK INSULATION R-6 PSTAR NG F1N�ACLTERS U BY LSOOB �� 0 TRA.=L SLOE+/!IFE T 2 J REFRIGERANT LINE CONDUIT DETAIL Q r � V NOTE! T.COMCLUM OR HOI RIHOVABE a171 9WL 113E ALOL 18 16lAUAD 1111171a THE MAL GRAN PAN Z L P.V.6 E q IM A BE H V OAN LAMM A DWI NO PEE N DM 4 EDEOM INMI•AN AWE NO YtE/,TER PIPM O MARE Fl RI ENCA9a/ FAN COIL = RENCDERANE Psno. RETNVAtAE raR REiRACEl01T. w10 slwEV ELL DESIGNATION CFM BTUH JENTERING F I ELECTRICAL DATA REF.UNIT DIMENSIONS OBS U CONDENSATE DRAIN DETAIL w 4•DRYER VENT 4•Dia. N.T.S. TOTAL SENSIBLE RB DB VOLTS PHASES TNG KU AMPS FUSES H W D LIQ SLIT C TO EXTERIOR 24 GA.GALV. F.C. 1 1,600 1 47,500 32,200 1 67 1 80 1 230 1 1 1 10 1 46 1 60 1 TWE048D1408 1 57' 1 23.5• 21' 3/8 Fl 1/8 C TYP STUD n• CONDENSING _- WALL DETAIL GTP.BD'J�' 05�1 GRASSED AREA DESIGNATION BTUH TEMP.ENT. ELECTRICAL DATA REF.UNIT SEER 06-14-08 a DRYER VENT DETAIL DETAIL BOX HOOD TERMINATION �_ - CONDENSER VOLTS PHASES WIRE AMPS FUSES AS SHOWN mr)=II I I CU 47,500 95 230 1 32 50 1TP04800100 13.0 6 ® Y DRYER EXHAUST CONDENSATE — L.1. W DRYER EXHAUST SHALL BE CONSTRUCTED OF A MIN. DRAIN UNE ^Z APR .� ® 2009 24 GA.SHEET METAL,HAVING I SMOOTH INTERIOR SURFACE. 2¢' DIA. CONC. OR CLAY WITH JOINS RUNNING IN THE DIRECTION OF AIR FLOW.DUCT JOINTS SHALL NOT BE ASSEMBLED WITH SHEET METAL PIPE WITHOUT COVER to FAN SCHEDULE 66�,�'P* •SCREWS OR OTHER FASTENED WHICH WOULD EXTEND INTO FILLED W/3/4' ROCK Als)MODE i ML OW"" �1111 ��/g �� [ECM-2 PAN P AID YmFL Na RPY Iv - vY sP. °I THE DUCT. CONDENSATE DRAIN DRY WELL N.T.S. UP �/Dr-TS +111 ,po 7s0TAr 1LM/Pio ,De°e . RvamPUN PROVIDE EXHAUST DUCT WITH BACK DRAFT DAMPER AND Ir/t mum/Lmoo 13111 IAO I•o•t/C "aAlao ta~ s mm m mm WEATHER CAP. SHEET 2 OF 2 REVISIONS NO DATE r r-r 7.r I, 7 T, TND B'<- Is.r H:V s- - A-3B E H A-35 sp• E ACT c b O O UP O - P E 55 b Z Lo r -*k O) T �' P MZ< A-t N O 17-r b r to "�M E ✓ sr w.N. 3 H „ Warn M o 4 E l • BEDROOM 93 `� Cn *U N A-76 : WA-34 a(/�CO Q E r § a• r.r t$ GF ® I�t�osEr a e ° b L N FLAT ROB W N w m clou fa Aa4 \/ ® O Ty L Q Z V)—J�j d 4 2 A-2 W LL h V U u A A-ata DIN�NCn A-t O A N m��Z-- c c A_ p IAA A- , I ' U W ti o Q;;'E r 77 �✓ r 7.1 _Lr, 1• L2 Z Z k H C) J 2 § ®� § u v L �- Aa A� m b tAC�PAB O U < § § db L L L L ^�A-zt .� A- en J Z z z W A-, " � G �O x UP O N R § O IEF. T' b L Awl^ Awl ' HIPPED RC u D 2 NEW HIPPED ROOF r A A..a - r. KRICK TO REMAIN v MASTER _ �$ O BEDROOM A b A QOSEf �i 1 1 6 ' STING 6 T.r W co A-3H- LMN 0 �� NEW NG z X KRICK HIPPEDROOao ? A N O N 3 TO REMAIN W M b OF 7 O A- IP B-r q. � F O A-3 s� A LL D b D 9 BEDROOOMM M 1 O S'.P C-1 t• 3-r J•J' 22 ��0 IL. Er s § ie W Q A A-4POacH a '4 A'3 A-3 A EW NEW EW NEW �CARAf+E A-T2© A-22 KRICK KRICK KRICK KRICK A_ 8 p r to-r SW OVERFLOW 8-xS"OVERFLOW r r s-r sa^' 1r-r s-r SCUPPER. SCUPPER- PI LOF2) PICAL OF 2) CD CD O CANTILIVER SLAB ♦n ABOVE SHOP DRAWINGS MUSTBE L�, SUBMITED BY G.C. ELECTRICAL LEGEND SYMBOL DESCRO>RON Z ExTTAUST FAN B GAIN EXHAUST FAN W MOD NDICAD.UGW FUDUiE 1` ALL UNTE O LEIUNG MIXIMED INDILAO.UGMT flX1VRE �•i Second Floor Electrical Plan RELESSERIZ I DUGNTFIxiT1RE Ground Floor Electrical Plan N & RECESSEDOTDIUDSIEPUGMFDGLIRE Q zxz FwGRESCENr ucHr FIxrLIRE N R SECUWW UGW CONIROUED W MOTION ETECTOR SCALE' 1/4' = V-0' SCALE. 1/4' = f-0• 1X1--S--STR1 UG-1-I— / LEIUNG FAW U%IT WITH BRACED NNCR(x!Box MV_ INTERCOTdIECTEDW/BATT. �y BAD(UP.SEE ELECIPoCAL ROTE BELOW PANEL L WALL SVRTCH SINGLE DOUBLE rr �. WALL SWNCN AWAY,4WAY) v GFPAG R "1 A SINGLE RECEPTACLE .J ' • DUiLOT RECEPTACLE 730 Vd-T RECEPTACLE r TTIEPHONE GllilEf ll]FPHONEI COMPUTER GIMLET COMPUTER WTLEf OUR.FJt RELFPTACIt/iIIIEPMOT¢ngIdRlTEli OUREf • FLOOR MTD.FWSH TELEPHONE OUTLET FLOORMro.FI-usN TELEPNONF/CaMPUTER OIrrLEr 0612-08 FLOOR MTD.FLUSH COMPUTERO _ TELEVISION OLTRET ELECTRICAL PANEL a +9 AS SHOWN O DISCONNECT BWITCH W ELECTRIC METER Y RECESSED FLOOR UGHT FU(iUfE Ig�q) [na �/j L•T. yVj c FU19vEF .UC PRlatr tuP'1-WI� 0 i O-d — AFF. U -c PNVI-1O - L.T. LLOwcwllTm -C WFA,NER�NWOF NOTES: a � {� d '- ' ttT E t. ALL FIMINES EQUIPMENT t& BE iovn r w 2 Au.offmm mnm TO 8E UP tr/OFl BIEAIETS 3.FtIHISL canx a SP6S Hnrsr et SIOtFD OFF APPROlm er OMER,BUM SHOP mm &4NFUES FOR MEAS APPROIPl PIM TO OF OOMMEMCM ANY WORK. SHEET 1 OF 2 ELECTRICAL LOAD CALCULATIONS REASIONS PANELA TYPE SQUARE° wu ��oRAPPV°E° ) r/� r MAIN BUS: zooA ELECTRICAL SPECIFICATIONS NOTE FOR CONTRACTOR SERVICE: RESIDENCE PANEL -A NEUTRAL 200A 1. NARALDFFS AND RESPON®IRT: ALL MaERYL AD WORKMANSHIP FOR CNE NO DATE ITEM WATTS VOLTAGE: 2401120V IPH.3W. MAIN: LUGS ONLY YOURFRONIDIVIEDFACICEPIAMM AL °EFECIIS WALL BE°0RR°'IED MT°OUT 1.PROVIDE ALL EURO STYLE FIXTURES.FLAT FRAME PLATES, MOUNTING:SURFACE (ALL 20 AMPS,1 POLE CKTS.EXCEPT AS NOTED) LOCATION: AS SHOWN c1ALmC N°wNG ALL PAREED AND PANIND AND 01 ER NImmRL RESUts RECEPTACLES,DIMMERS AND SWITCHES. SQ.FT 2,840 OR IMPIACEMENT. COLOR&FINISH TO BE SELECTED BY OWNER COORDINATE& VERIFY WIOWNER GENERAL LIGHTING(3W/S.F. 8,520 0. co °zW w g LUW °zW � J a NO pq� N"I�Ar < O ~O < O N �_ REMARKS REMARKS N p N d O BE AUQED PEEODILTAAR 70 OD MRAIEL 818N,71E PFmNCPAL SIRIILTI/AL 2.COORDINATE TELEPHONE LINE SERVICE&-CONNECTION SMALL APPLIANCES 4,500 ¢ d F > U N cui 8 §ti U to > O• Q MEH� THE EDDE OF THESE CVfiM KNES EranavREA E6,WALL BE N INCLUDES LOCAL CATI N,SPECS ANY 80WNER THIS RANGE&OVEN 7,800 20 1 1/2 12 GENERAL LIGHT 1 2 GENERAL LIGHT 12 1/2 1 20 vENCAL OR NOR MENUIL PLANE AS APPLICABLE FOR THE FIEMS NVOLVEA DIPOWn INCLUDES EQUIPMENT LOCATION,SPECS&REQUIREMENTS PICEGYS SHALL BE OFFSET NETS THEY FNIER SURFACE-MOUNTED REFRIGERATOR 1,000 20 1 1/2 12 GENERAL LIGHT 3 4 GENERAL LIGHT 12 in 1 20 EIR MDff. WEED NSUIDED N PANELS AND OREA ENCLOSURES WALL BE EV uT MICROWAVE 1,000 20 1 1/2 12 GENERAL LIGHT 5 5 DISPOSAL 12 1/2 800 1 20 MEAW LOOPED AND LACED s Nor RADIOED Oft BIND E), CD CD '1L 15 1 800 1/2 14 REFRIGERATOR F B BATH GFI 12 1/2 1500 1 20 &• MaE ML SIRNDYDW ALL MALE IALS WALL BE TEN At CONFORM TO THE - WASHER 1,250 so z ,o,soo 3/4 6 FAN COIL APPLICABLE STNDMDS WHERE SUCH UWE BEEN ESAB09ED FOR THE MOEBNS Z U-) #1 B ,0 RANGE 6 3/4 1z 000 2 50 N OUFSIIQL THE PUNRARNe AND SOI DADS OF THE ORGVRAg18 BEDII - EXTERIOR LIGHTING& z 3,soo a/a s &HTMG ,3 12 ,0 3/a s,000 2 3o ARE APPUCANE m THE UVESUB SPE�s®HERE N. LLI LLJ "' 0 RECEPTACLE 1,960 cu#, DRYER w AMERICAN s°cFal FOR TFSINa AND MATERALS(ASRO a m �M E y ` HYDRO TUB 1,500 5 ,B G r." Q.U)co�ox m E 30 2 1,500 112 12 WASHER n to SPARE CC�U)g Q tn� ;LL HOOD 200 I. NUMNAL EECIRICAL MAIRFACRRIErs ASSOLWDNE 0" tB 20 A.F.C.I. 12 1/2 1 20 E WICNAL FIRE PR ECTON ASSOMM OIPPN (n W-N O w N WINE COLLET 1,200 20 t ,n 12 A.F.C.I. 21 22 A.F.C.I. 12 1/2 1 20 WERE REFERENCE R MAW TD TRADE MMES GR NuES OF,WIUFTCR�6,SHCHR Q Z�W LJL DRYER BOOSTER 400 20 1 112 12 A.F.C.I. 23 24 RECEP&LIGHTS 12 112 1 20 �S��ro m �Y� OF HE m o ti Z- o 20 1,500 1/2 12 SMOKE DETECTOR A.F.1 25 25 SMALL APPLIANCES G.F.1 ,2 1/2 1,500 1 20 DRYER 2,500 20 1 1,500 1/2 12 GFI SMALL APPLIANCES 2T m RECEP&LIGHTS 12 112 1 20 EaTIPrEFFT ArPao�D THE oaoEaR U lZi1 co M Q E DISHWASHER 1,500 L2O 1 380 1/2 12 EXT.RECEP.&LIGHTS zB 3o GARAGE DOOR 12 ,/2 1,600 1 20 ~ sONDV+� NsRAeA1DN WALL cGHIPLY rm14 THE 0 C i DO FtEZAATENS DF THE FOLLOWING: Z z 4t =In J SMART PANEL FEED 1,500 1 112 12 EXHAUSTFAN 31 32 GARAGE RECEPTACLES 12 1/2 1,060 1 20 O Q M A NATIONAL ISELRIEIYL CODE OIPPA).LA,EST EMTDI/DISPOSAL 1,200 7 1/2 12 GENERAL LIGHT 3; 34 GENERAL LIGHT 12 1/2 1 20 I. FTORDA BUIDNG DOD°,LAEST EWICH � V O"COFFE SYSTEM 1,500 1 1n 12 GENERAL LIGHT 35 36 EXTERIOR LIGHT 12 1/2 1 20 _J Z W W 4 Do Nor SCALE ELECRBfYl DROM& REFER TO PLANS AND E EAAMM FOR U) Z 2 4,500 3/4 10 WATER HEATER 3T 38 JACUZZI 12 112 1,500 2 20 DIACT LDGOION OF ALL EQUIPMENT CONFIRM WITH OWEIM PRET4NODNE G Z BATHROOM(GFI) 1,500 L O SPARE 41 42 SPARE 0. THE MNMM FIRE Sffi WALL BE#12 AND,UHF55 OR IERWISE NOTED. 0 d AIL CONDUCTOR WALL BE COPPER WITH TA NWMTION FOR SUE/6 AND CONNECTED LOAD: (SEE LOAD CALCULATION) FEEDER. SEE RISER SMALLER. CoNCLUM R wmot TWA re WALL HAYS TYPE THE NWNam FED FROM: SERVICE UIBESS DTHETWNISE 14011°1 AL CGNDUDDTR#10 NO SMALLER MAY BE SOLID u AD ALL THOSE!B AD LARDER WALL BE SNAHDEL CONNECTED LOAD:(LESS A/C) 39,030 FIRST 10KW @ 100% 10,000 BE�A wNMND 3o�ERSNOF�w LARGEST CONDUIT PIPE OF ANY BAL.@40% 11,612 OTHER SETRFIOE A/C OR HTG.@ 100% 18,240 EQUAL CONDUIT OCEMENT SHALL BE PROm;Ea USTED Ori °R THE SANE DEMAND LOAD: 39,852 VANOFADIISM W M A RIBS N CONCRETE N CONTACT WIN FARRL tNOEROR01ADpIPOSED OR N AMPS @ 208/1 20V. 1 PH 192 INTERIM WALES OR POSER 1 1/4'OR LAHOER,WALL BE RIND STEEL OR PC Ill- BREAKER SIZE 200 0.MED UD FTewtsCAt CONDUCT OR ROM HAY BE USED N THE NIFRIOR T- PARRRCNR AID c4iaNGS W M M PANELA �SDINDAR%ALL BE`nl"WOT 01BamE"D sw' CONFORM TO THE Of J NEUTRAL LOAD WATTS IM THE DROONeELT WR,OES WALL BE IgRSEPOwER-aam NEW NR„ � L_ LIGHTING,WASHER,SMALL Quxx-MALwQucx-awx N KSMA-'N'EBOR,.EOEB°R. -j ►-- APPLIANCES 14,270 11.DNSrRRUCDDDM. T H E�wEDRm &161ALLALALLOITiTES W 3�: < 3KW 100% 3,000 EQUIPiENT m BE N A FROM WO ma oR�s�� �^ a BALANCE @ 35°/O 3,945 ff MISBNa HE WALL NOW THE"DHR=/OIWE�AFORE COHBERwD WORL vJ ND ADDITIONAL ARIM1TR WLL BE LADE FOR THE CONTRACTOR'S Fw RE TD NOTIFY RANGE @ 70% 5,460 "E"RL"1°�T r j DRYER 70% 1,050 m C.0 O EXTERIOR LIGHTING& ELECTRICAL NOTES: RECEPTACLES 1,960 1• anSDE IOWDICUM TaaIPracTES AT eaµGARAGE NO WIOE1 000NTFR. WALL BE G.F.J. BATHROOM(GFI) 1,500 zw/NG C ERm wIm7OANO'w°FNT' N.01�1M1AN�ND°F1 3. EU MOM NO PANEL LOWER HAY VA AS PER SERYNE E TRANCE DISHWASHER 1,500 4. IDECTWAL CON11pACM 10 COMMODE SUMCE INN F.P.L. TL AL'.r BMMS 9ALL COIFLY WIN NEJL 714 0. EU901RNX OLInM�GtlES ND LDIRN°)BBCN BASE FECO°Im mN WALL BE NSTA M AE TIE IBOEST PFRNRED ELEVATION AFD WALL BE NSDAlED 120V.APPLIANCES 1,600 A N« E�9 BE����� Q azomm TOTAL NEUTRAL W.: 20,01 5 0.IT R w°DESRED THQ YOU CaWER WIN FLORIDA POWER AS MIT W Inca°THE NEUTRAL AMPS(N.W./208) 96 ng=TO DDIIPLY WIM FEDERAL EMERGENCY MANAGEMENT MOM Q. J GROUNDING ELECTRODE CONDUCTOR BOLTEDTYPE L_ CONNECTION DEVICE I� 3iFLO nNVN t-t? OR EXOTHERMIC WELD. 'U SO ELECTRODE NONMETALLIC W 1o,000Atc KITCHEN OR SLEEVE O 2 BATHROOM LIGHT SMOKE DETECTOR J L W\BATTERY PACK 120 V. W NEW CTOR.nCEC0CDNTRCTMF0IIbfiLL e CONTRACTOR NEST CO IENTI R.FORN BID LINE SIDE O COPPER INGD DUCTOR OR STEEL: NwNSWRY WOR°MREAIXfIHQLOEm BID ALL SWITCH - REINFORCING R LARGER BAR OR BARE _ CONCRETE FOVNDATON: , ROD NOT TO M pry, LESS THAN NCH DIAMETER 06-12-08 PRINTED K • , LorwiDE MIN. S AS SHOWN t? 3/bORNM ' 3nwmm� SWITCH LEG PHASE CONDUCTOR W ?_O FT DIRECT CONTACT Y SWITCH AAA. W MIIRTN. L.T. W 11411 " 4'11"0 SMOKE DETECTOR ENCASED GROUNDING APR 1 '0 '2009 L.T. VRAWINU coNNECr ro Two mtv C�mInDINO rroos 6PACm 8'B0IO TOAYY COPPER WAIERRPE SIUB-0UTAT ELECTRODE DETAIL gg METER LOCATONA ENGSED OROUW SEE OETNL. CONNECTION DETAIL �� ftl �- „= I _ SCALE:N.T.S. SCALE:N.T.S. H A} 3�' C�it_: I l \C 6 EC = ELECTRIC RISER DIAGRAM SCALE:N.T.S. SHEET 2 OF 2 U U F.I.R. 1/2" cl $$,00' R & M PLAT LIMIT o F.I.R. 1/2" REVISIONS (NO ID.) o ROCK WALL ( ) o (NO ID.) NO DATE ON PL U.P. LOT LOT N Ul 9 7 VC) ..� BLOCK2 BLOCK2 DRAINFIELD PER Z CA - HEALTH DEPT. D PER 64E-6 _ CHAP 64E-6 ABSORPTION BED MIN.TO HOUSE M p M. FOUNDATION PROPOSED HOUSE W U DRAIN FIELD DRAIN FlELD - 9"SOIL AND SOD FOUNDATION W E N 615 SF RESERVE SLOPE" SHOULDER d� M M V C 615 EX.GRADE 1 - TAPV$EIbAND SOD • a `. y 5.6'N.G.V.D. D 1'-0" ACS F.F. ELEV. GROUND=10.4' NVGD y TOP OF ABSORPTION BED W N LL a D3 W Q Z LL v 3 a — U • .. ............. .•iii: _ TOP soa -o�m o-r .. ............ _ � —— •—:�t:;—;�7:•_;•ii:;:::•i:°t�•i_�:•_�:;:i:itt'�;;�:•:::;;•::::::; .. ——— m U ti W c TAN LIM ROOM c LINE SAND V-r m vr-o- Q Z co Z V°$ wN�Q�=— EXISTM SWTIC TAW 0 • N Arm DRAIN FOD m Do BE ABANDONED, � WA7�R TABLE Z Z:u F=•-O J SEPTIC --i 3.6'N.G.V.D. O J a C`') _ �' U BOT OF SAND TRENCH J=V Z W W rO O 1 /ET. i� 1.1'N.G.V.D. CC Cn Z C. GD, BOT OF ABSORPTION TRENCH WATER TABLE G Z = 5.6'N.G.V.D. 3.0'N.G.V.D. U (- DRAINFIELD CROSS SECTION(TYP) � F.F. ELEV.=12.83' .... r 1 Z I O 00 SCALE:N.T.S V N ONE STORY Q RESIDENCE w 4 BEDROOM n/ F.F. ELEV=10.88 1,720 SF z LJ� CONIf`T HOUSE GALLONS 900 1050 1200 1350 1500 1650 2200 W H I.NA SERVME .c r W T-9" T-8" 4'-0" 4'-0" 4'-0" 4'-0" 5'-0" 0.20'CL F.F. ELEV=13.5' 00 �I L 8'-0" 9'-3" 10'-0" 10'-0" 11'-6" 12'-6" 11'-9" PORC 10. 6' 0.46'CL H 4'-10" 4'-10" 4'-10" 5'-6" 5'-6" 5'-6" 6'-0" W T min. 3" 3" 3" 3" 3" 3" 3" r_n U) 3 I ASPHALT "' DRIVEWAY D min. 4'-0" 4'-0" 4'-0" 4'-6" 4'-6" 4'-6" 5'-0" • N REINF. WWF 6X6 10/10 F.I.P. 1/2" F.I.P. 112" CONC. 3,000 psi.28 DAYS (NO ID.) (NO ID.) NOTE: INFLUENT INVERT SHALL BE 1"MIN./3"MAX. ''''.' 1"W M ABOVE EFFLUENT INVERT ELEVATION BLOCK 176.00 (R&M) :;::::_ 8800' ( R & M ) CORNER ••••••• . 15'PARKWAY J I ........ �. ............. CV 0 20:ASPHALT.PAVEMENT .•..•. :. .........'N: ... ...........'........'.......':' .'.'.... PLAN I- . ........... ......................................... ...................................... ............. --'.'............'.- :'.'........................ �, (50'TOTAL R/W).'.'.'.'.'.'.'.'.'.':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.... SCALE: 8 = 1 —0 (n ...... cc C ^C ............... (PER PLAT).'.'.'.'.'.'.'... SnWw 78th TEIZIt�CE .'.'.'.'.'.':'.'.'.'.'.':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 4� ............. .............. ................................ ........................... .................................................................... SEPTIC TANK AND DRAINFIELD II� cn� os-ta-os BASED ON CHAPTER 64E-6 ENVIRONMENTAL HEALTH&STATEWIDE PROGRAMS p",v� �� As sHOWN W STANDARDS FOR ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS �p��** BEDROOM SQUARE FEET DRAIN FIELD LOT AREA TABLE 1 GALLONS PER DAY SEPTIC TANK CAPACITY SQUARE FEET SQUARE FEET TABLE II AMIll MI IN i L.T. BLDG AREA ADDITIONAL TYPE LOADING SIZE ABSORPTION SURFACE UKAWINU NU. GALLONS/SF/DAY MIN.ELEV.AS PER HRS REQUIREMENTS 4 2,231 SF 0 400 1,200 GALLONS BED 0.65 615 SQFT GRAVITY Ir (� 2 ' DRAINFIELD=400/0.65=615 SF P– INFILTRATION REQUIRED ADJACENT UNOBSTRUCTED LAND AREA:615 SF SHEET t OF 4 J REVISIONS NO DATE J 4'HOSE BB /M06VALW 8 V.B. O O O UP EGRESS " �� z O N s LO 7o O $ q wr Hw CW f V 1 m 1� ` BEDROOM#3 ON• LO •r.. v Uv®� B CLOSET OA FLAT ROOF _L#CA Gb 0 La L NEW CL M mc:) C) d M V y E%ISTND v v A O DINING ROOM v v v 2 LIP ROOM 0 O _MASTER` L• VJ W—N 0 LL N N -L- �v 2 L L; v QZU)—LLV>; z.,, -LL L m— W I• c LE- LL L C. to 212 o 0 v�vp LL �LZNOQY=o L LLLL B L LimIlt&c�ML BEDROOM O Z j _J LLL O Q uP0 v LLLL OA " J�G� ZZ W L L a � L L EXISTING G Z 0 HIPPED ROOF G $2 ( NEW TO REMAIN O d KRICK 1(C-7 MASTER U CL0.4Ef ERISTING uVINa Roots NEW EXISTING KRICK HIPPED ROOF CLOSET q TO REMAIN GARAGE O W O O O O 9 BEDROOM H O O " Z OO W w cM CLOSE` J A PORCH A LL © KR CK KRECK KR CK A NEW UP BALCONY ® 8'x6'OVERFLOW 8'x6'OVERFLOW SCUPPER. SCUPPER W Q PICAL OF 2) PICAL OF 2) n C CANTILIVERSLAB FOR GUARDRAIL THE `r ) G ABOVE SHOP DRAWINGS MUST BE n SUBMITED BY G.C. N Second Floor Plumbing Plan m Ground Floor Plumbing Plan SCALE: 1/4• = 1'-0• N SCALE- 1/4' PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION Z BUILDING SANITARY SEWER LINE J VENT LINE a COLD WATER LINE I„ ---- HOT WATER LINE Z —CD— CONDENSATE DRAIN LINE —PRL— PRESSURE AND TEMPERATURE RELIEF LINE m ---pC--- GATE VALVE — CHECK VALVE J —��I-- COUPLING �. PRESSURE AND TEMPERATURE RELIEF VALVE w _ Coll CLEANOUTS +I WCO WALL CLEANOUTS 06-1406 t 0 FLOOR CLEANOUTS AS SHOWN c -C+ HOSE BIBB IT W Y VB VACUUM BREAKER (� x VTR VENT TIiRU ROOF AN 1 0 MEN UKAWINU NO. L.T. FD FLOOR DRAIN V �Fl .1,o ® � _L gFF ABOVE NI E FLOM LEVEL AFG ABOVE FINISHED GRADE LEVEL SHEET 2 OF a _ REVISIONS GENERAL F �DNPt GENERAL PLUMBING NOTES NO DATE -WATER 1.PLUMBING PIPING,MATERIAS AND SYSTEMS SHALL BE INSTALLED IN FROM WATER MAIN ACCORDANCE WITH THE 2001 FLORIDA BUILDING COD.PLUMBING AND ALL li]AFEMNRE AND Y Vdf =1111a APPLICABLE LOCAL CODS.RIMES AND ORDINANCES. PRELL RILET VALVE 3H•T6GN IAN) 2.PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE-BECOMING P___ DEGF WARKOI bLPRY THOROUGHLY FAMILIAR WITH ALL CONDITIONS,ALL WOW S/YNL BE fAILDM6 a 045LHARCf DRAIN OI✓ty OGX PERFORMED BY A UCENBED PLUMBING CONTRACTOR IN A FIRST CLASS 6ABOVE(TAOE - a - TNERMK ALL WORKMANLIKE MANNER AND BACK RU.AS REWIRED SYSTEM INSTALU TION OPERATIVE EXPM9XIN k­j MLL E%CAYATSTEMS ALL BEA ART OF THIS CONTRCTAU.ATON OF PLUMBING SYSTEM SINLL BE A PART OF T6S CONIIRACT. AIR GNP _6MRGFF VALVE Ot�l 3.ALL MATERIALS SHALL BE NEW AND BARE STANDARDAND/OR TESTING HEATTRAPPETI IIM(M! t POLUMBING CONTRACTOR SMALLI GUNUVOEEALLM47EHU1LSIW0 C CODE N ELECTRICAL WORKMANSHP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE '1�� (I)YEAR FROM DATE OF OWNER ACCEPTANCE U- v JUNCt 00X tuM m 3A M 5.REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR Z L m~ ' FFOR PROTECTION AGM WORK ST PUBLIC USABILITY AND PROPERTY DAMAE FOR THE � E WATER HEATER PIPING DIAGRAM o 6.PLUMING CONTRACTOR SMALL SECURE A40 PAY OORAL-P9G6TS,FEES, I.I.I� (V31n suPry u J INSPECTIONAND TEST,PLUMBING CONTRACTORTOOBTNNPEW TMID a� (h O O HIGH DENSITY R-8 MINIMUM FOAM INSULATION TITAN-SCR2 SPECIFICATIONS: APPROVED SUBMITTUSMORTGMGIFaBNGW ORORp6iMGEOUPV ff. m V SIZE 7.PLUMBINGCONTRACTOR MUST BE MESET FMALL INSPECDONSOFHIS "U)CO I-p v 0j E ENSLEMAND HOT WATER HEATER DETAIL MODEL MATERIAL FLOW RATE WORK BY REGULATORY AVi1KX671ES. w fA SELECT BY OWNER SCALE:N.T.S. S.CON7RACTORSMALL TEST PLUMBING SYSTENISASREOWREDBY CODE y/LLI L0 U- f6 to INSTALLED BY G.C. - --- N-120 7' 10° 3/4 RASS CASING 32° 3GPM AM REPORT FINDINGS TO OWNER W C4 O .n N N-85 7" 10' 3/4 RASS CASING 34°@ 2GPM Q z u-a 9.CONTRACTOR SHALL COORDINATE EOVIPAffM CONNECTIONS WITH IL! -� C) U EIECTRIGLL CONNECTIONS FURNISHING SHUT DF VALVES,P-TRAPS,AND ALL PIPING =z co '7+.0 NIA:03-0919.02 EONPMENT DRANANGSANDSUPPLIER.INSTALLC-0 IPMENT MIDMNEFNAL m 0I�Z- C C AOCE53 PANHS VOa�aR�olNr, REQUIRED. LLI C'V CVO Q r- DRAIN VALVE O YMUN TO OD ANY PIPE ROUTING COORDINATE PR NLDISCIRMES INVOLVEDSO AS TOT N E E µHEATER HOSE MISCELLANEOUS ABBREVIATIONS z Vz_� _ RTTO F�oaNi. 11.CORRECTIONS OF ANY DEFECTS OR REPAIR OF UNACCEPTABLE O1�: ('7 GRODND FLIT) WORKMANSHIP AND/OR MATERIALS SHALL BE COMPLETEDVATHOUT r Q RALLY.Mn WI9N • - ---- -- - 81=BIDET SH=SHOWER ADDITIONAL CHARGE TO OWNER AND SHALL INCLUDE REPLACEMENT OR J PIwsnc INSERT cC REPAIR OF ANY OTTER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN I-n U O.... L CO=CLEAN OUT SK=SINK DAMAGED J U3 Z W W WASHING MACHINE SUPPLY&DRAIN PIPING DIAGRAM COTG=CLEAN OUT TO GRADE S.O.V=SHUT OFF VALVE 12 DRAWINGS ARE DIAGRAMMATIC.DO HOT SCALE FOR THE EXACT LOCATION z Z ALTS OF FIXTURES,PIPING,EQUIPMENT,ETC C) CW=DOMESTIC COLD WATER SPA=WHIRL-POOL TUB roPM(MIEN PAAADO IN ALL WORK ENCE WITH THE PROGRESS OF CONS RUL OTHER nON TRADES TO AVOID U T � EOORNN ro DW=DISH WASHER TUB=TUB CONFLICT OR DISCREPANCY TO ARCHITECTTPRI R TO BEGINNING AND BATHTUB&SHOWER SPACES:(R 307.2) CONSTRUCTION.ARCHITECT DISPOSITION OF THE ISSUE WILL BE USEDAND FO=FLOOR DRAIN TUB,-TUB SHOWER COMBO INSTALLED. u ALL WALL SURFACES SHALL EXTEND HB=HOSE BIB VTR=VENT THRU ROOF 14.TME INSTALLATION OF AIL PLUMBING FUGUMS SHALL BE IN ACCORDANCE WITH FBC PLUMBING SECTION 404 FOR PROPER FIXTURE LEGEND: TO A HEIGHT OF NOT LESS CLEARANCES.CONTRACTOR SHALL NOT INSTALL FIXTURES IN LOCATIONS OR THAN 6 FEET ABOVE THE FLOOR. HW=DOMESTIC HOT WATER WC=WATER CLOSET SPACES NOT MEETING CODE MINIMUM STANDViD REFER OARCHITECTURAL SANITARY LINE BLW.SLAB FLOOR PUNS FOR PLUMBING FIXTURE LOCATIONS NOTIFY ARCHITECT OF MW DOMESTIC HOT WATER RETURN Will=WATER HEATER ELECTRIC DISCREPANCY. COLD WATER LINE BLW SLAB 24 INCHES CLEARANCE IN FRONT OF 15.VERIFY LOCATION,S12E,DIRECTION ROW ANA PTVHtTS oFALI HOT WATER LINE BLW SLAB --- KS=KITCHEN SINK OPENING FOR SHOWER&21" WATER HEATER EXISTING OF ANY DISCREPANCES CLEARANCE FOR BATH TUB. uv=uvA7DRr WH Pp WATER HEALER INSTANT MIS=MOP SINK WM=WASHING MACHINE 16.WATER PIPING SHALL BE TYPE-L-COPPER OVND DRAWN COPPER"M ' 1 ' N WROUGHT COPPER OR BRONZE FITTINGS AND BSS SOLDER JOINTS(LEAD • • • 1..�. co FREE SOLDER JOINTS)ASOVE GRADE AND ON-GRADE FLOOR SLABS.ALL 1•mt/m AOR REP=REFRIGERATOR WIMP WALL MOUNTED FAUCET UNDERGROUND WATER PIPING SHALL BE TYPE W COPPER UNDERGROUND 7 r mm1 tFL-R WATER PIPING LOCATED BELOW FLOOR SLABS.SHALL BE TYPE W COPPER L v�slwt 'c EXTEND AS SLAB PROVIDE V INSULATION(CODE APPROVED)ON ALL BELOW BELOW GRADE0. W co atm8 E OR VENT PIPING AND MD WATER PIPING ABOVE FOAM CUSS FOR WAIL a9m11I m J CR WALL COVER FIXTURE CONNECTION SCHEDULE 17,SOK,WASTE AND VENT PIPINGSHML BE PVC SCHEDULE40NO HUB co LL ms R� SCREW. WITH SOLVENT JOINTS.ASTM 02M.OR CAST IRON. _ NOUTSE W/ ABR DESCRIPTION HW CW WASTE NOTES 18.FURNISH AND INSTALL APPROVED SNOCKMRF_STORS(WAT HAM.1ER �ARRESTORS).AT EACH PLUMBING FIXTURE WHERE GUM CLOSING VALVES , . 1(PERPLANS) AREUTILREO.WATERHAMMERARRESTORSSHALMACCFSSIBLEAND W Q R(PER PLANS) LAV LAVATORY 12" 1? 1.5" 1 INSTALL 11APPROVED SHOCK ARRESTORS ON IMIN VIES OR RISERS �^WC WATER CLOSET - 12" 3" 1.2 = v,19.DIELECTRIC COUPLINGS ARE REDUIRED BETWEENN ALL DISSIM MMETAL IN �+'WC WATER CLOSET 1/2" 12- 7 1 PIPING AND EOUIPMENi CONNECTIONS. '^vJ JACUZD JACUZd 1/2' 17 1.5" 1 20.ISOLATE COPPER PIPE FROM MANGER OR SUPPORTS WI1N LSOLATON PAD.SH SHOWER 12" 1? 2' 1 22.ALL FIRE RATED ROOM AND WALL PENETRATIONS 51 W.L BE RING VOI co.I.BEND PROTECTED FROM FIRE.SMOI(E AND WATER PENETRATION BY M TOVOIDS O Ieln WM WASHING MACHINE ,2" 12" 7 1 BETWEEN E AME RAINGA WALSORFL O FWEPATEDFOMM.TO ACHIEVE THE SHALE RATING AS WALLS OR 0.0CAtSA5 PMT OF THE �/�NG SAME AS KS KITCHEN SINK 1/L" 12" 1.5" 1,3 PL UMBERS WOR( V J GRADE. SK UTILITY SINK 12" ,/2' ,5• , M.PLUMBINOCONTRACTOR SHALL GUARANTEE ALL MMERULLSAND ROOF VENT FLASHING DETAIL WOMKMANSHIPFREE FROM DEFECTSFORAPERIODOFNOTLES4THANDNE DW DISHWASHER 1/2" - 1.5" 1 (I)YEAR FROM DATE OF OWNER ACCEPTANCE WALL CLEANOUTS DETAIL - 24.HAMMER AR ACCESS S.PARCELSFOR PANELS CO NEEDWALLYE9MNDANTAI TH HB HOSE BIBB 12" Y 1 HAMMER ARRESTERS G AND ACCESS ALL MATCH T E WALL FINISH SINLL AREA IT TIif ASSEMBLY FIRE RATING AND SHALL MATCH THE WALL FR6SH IN AREA R IS NOT TO SCALE NOTES: INSTALLED. � 1.FIXTURE SELECTION BY OWNER AND APPROVED BY ARCHITECT. 24.PROVIDE CHROME PLATED OR CORROSION RESISTANT COMBINATION J 2.WC TO BE FLESH TANK-FLOOR MOUNTED COVER PLATE AND CLEM OUT PLUG OR ACCESS PANEL FOR ALL WALL WATER HAMMER ARRESTED SPECS. 3.KITCHEN FIXTURES TO BE STAINLESS STEEL CLEMOVTS M'a~• �ti:a S NNI 26.NO COMBUSTIBLE MATERIAL TO BE USED IN M CMAMCAL ROOMS OR W LLJ CEILING SPACES MERE USED AS RETURN MR PLENUMS. Q P.ML UNITS FAIL RATM CATALOB N0. MANUFACTURER STANDARDS 27,NO PERMITTED IN ELECTRICAL ROOMS:INCLUDMGWATERSANITMWOR DRAINAGE PIPING. Z " 1-11 soon ✓.R.am ME Imo FIXTURE UNIT CALCULATION 20.ALL CONTROL VALVES SHALL BE TAGGED AN0 MARItEOAR,JN200lMMfA.f Q DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWMHLVPERATOR (n _Lu / cl "roes LL COLD WATER FIXTURES HOT WATER FIXTURES 29_A CONDENSATE DRAIN PIPING SMALL BE TYPE l•COPPER WITH V orA� ABBREVIATION THICK ARMAFLEX INSULATION WHERE USED IN A RETURN AIR PLENUM.PVC O F.U.PER TOTAL F.U.PER TOTAL PIPING WITH V THICK ARMAFLEX INSULATION MAY BE USED IN LOCATIONS NOTE: CITY' FIXTURE F.U.S CITY' FIXTURE F.U.S WHERE ALL OW®BY LOCAL CODES REFER TO PLUMING DRAWINGS OR SIZE z AND LOCATION PIPING. `^ V a�paA'mp 30.PROVIDMGLE STOPS ON ALL WATER SEFME LINES FIXTURES FOR z LAV 3 0.5 1.5 3 0.5 1.5 1 IMDARDUM.SHUT-OFF. FLOOR CLEAN OUT INSTALLATION ALL PLUMBING FIXTURES SHALL COMPLY WITH m .P.+_ FBC.TIES.TABLE 2903.2 WC 2 2.2 4.4 - - - 31.WATER PIPING INSULATION SHALL BE/-n6CKPAMAR.EX INSTALLED IN ACCORDANCE 24.WIlN MANUFACTURERS INSTRUCTIONS FO R ALL HOT WATER SH 2 1.0 2 2 to 2 AND RETURN PIPING WHERE DOMESTIC WATER TEMPERATURES CM CHASE J � SWEATING ALL COLD WATER PIPING SHALL BE NSIMTED WITH V2'THICK BIDET 1 1.0 1 1 1.0 1 ARMAFLEX INSULATION. ♦�.. MAXIMUM FLOW RATES AND CONSUMPTION FOR JACUZ21 1 2.7 27 1 t5 1.5 M.LAYOUTPIPESTOFALL(CONCFJLLED)WIT INPARTITIONWALLOR .p► E' CHASES NOTIFY ARCHITECT IF ADDITIONAL PIPE SPACE IS REQUIRED PLUMBING FIXTURES AND FIXTURE FITTING WM 1 ,8 18 1 18 18 COORDINATE PIPE DROP WITH FOOTINGS.STRUCTURAL STEEL RREWALLS, RATED WALLS.ETC.,M CH MAY FALL ot- BELOW T PLUMBING NOTES: KS ,.e ,.9 MAKENE ESSAY ADJUSTMENT TO PIPING AVOID CONFUCTWIT BBUILDING,.9 ,.9 1a•os OBSTRUCTIONS os- 1 1.WC=1.5 GALLON PER FLUSH PLUMBING FIXTURE PLUMBING FIXTURE OR FIXTURE FITTING OR FIXTURE FITTING °L"/ 1.4 to + H L4 01 CONSULT WITH AL MCHITECTMUGOMRACT DOCUMENTS r-0FR LOCATION 44 2.ALL SANITARY LINES SHALL BE SLOPED AS FOLLOWS: OCCU RING. WALLS AND INSTALL LINGS,RATEDFLOORSnI,m TEDROOFAS AS SHOWN HB 1 2.5 2.5 - - OCCURRING.FURNISH AND INSTALL APFROPPogTED l�dI W -2"OR SMALLER SHALL BE SLOPED AT 1/4"PER FT. BARRIER ATALLTHROUGNWALPEMETRATKws,W 4EMAS -3"OR LARGER SHALL BE SLOPED AT 1B"PER FT. LAVATORY FAUCET 2.2 gpm AT 60 psi SHALL BE PER ANNA FACTOPoESSPEOFlCAT DENS. v i; Y SUB-TOTAL ,9.2 F.U. 11.1 F.U. N - L.T. 3.PROVIDE ANTI SCALD VALVES AT ALL SHOWERS. 34.DO NOT INSTALL PIPESRSSH FIRE SLEEVED PENETRATIONS ATCHE AS = T6RQUGH WALLS AND ROOMS SHALL BE SLEEVED ANDMDR PATCHED AS 4.PROVIDE 12'HIGH WATER HAMMER ARRESTING SHOWER HEA 2.5 gpm AT 80 psi SUMMATION TOTAL FIXTURE UNITS-19.2CW411.1HM=30.3F.U=SO.SGPM DIRECTED BY THE SPECIFICATIONS.PATCHING SMALL MATCH FINISH(SEE LT V #RECOMMENDED METER SIZE PER 2004 FBC=1"METER ARCH.DRAWINGS). q �. CHAMBER AT EACH FIXTURE GROUP. 1� UKAWINU NO. 5.PROVIDE GATE CONTROL VALVE @ EACH FIXTURE,HOSE SINK FAUCET 2.2 gpm AT 60 psi W.THE MAXIMUM WATER CONSUMPTION AND QUANTITIES) LNG 1 NOTES: FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCORDANCE BIB EVEN IF NOT INDICATED ON RISER OR ISOMETRIC.NO I.REFER TO PLANS AND ISOMETRICS FOR SYSTEMS LOCATIONS.DESCRIPTION. PLUMBINGTABLEUM.4. WATER CLOSET 1.6 GALLONS PER EXCEPTIONS(TYPICAL) 2.BASED ONRELC PLUMBING P2903.8 36.PROVIDE VACUUM BREAKERS AND 'D D r - -3 SMUT SAT IAG1 FLUSHING CYCLE V.DRIIWNGS ARE DIAGRAMMATIC DO NOT SCALE i'_ lag FIXTURES.PIPING,ECA9PMENT.EO SHEET 3 OF 4 REVISIONS To WIN um amp NO DATE 4101/8' O " FT.{15 Fi!) O _ ON O lm .EGRESS t - Ah. N Gn © NEW O 1` 2 OA L •t R FLAT ROOF r;O STORAGE OJL I ow VZ� ,t• __ A 11 � C BEDROOM A L L VA - GO co E -- UP L LLI LLj rn c;,ci E 8 MW O M /�® B CL 4 _2 AsTEL L L Q.Cn co p o E n„ ��� L w to C) co U) O O OMNGROOM �/v�/ O Q Z�—...1 j LL UruTy EnSnIIG u v " U�U�-N O m ca "°°"' v u u a m 0 r--z '- c c �vvu _ © �ZNNQ-o= :.,,- LL a Uw�c°)2G0 E 2 v v LL ZZ �=cn :i Div L LLL C BBEDROOM t NEW HIPPED TO REMAINF O U 0 M LLL KRICK J Z w w UP Q w L L L L OA O AvsTESe Z 0 �o 0 0 vv OL LL ' U a U Ir ,vs 2 NEW EXISTING A SICK HIPPED ROOF TD TO REMAIN O " CLOSET 2 cN ExmnmG .WING ROOM - GEVf3. 0 2 CLOSET " (D / W GARAGE A O g - 7 GavLt.om - A ! i 1 EW O 0 BEDROOM•t o KRICK KRCK KRICI( KRICK W ■ •�• BALCONY B'W OVERFLOW S•r6'OVERFLOW M SCUPPER SCUPPER �•/ CLOSET CAL OF 2) PICAL OF 2) 1 A PORCH �1 © FOR GUARDRAIL THE W LIP SHOP DRAWINGS MUST BE .. UBMITED BY G.C. ® Second Floor Plumbing Plan U) ` ' cnrtTILIVER SLAB N :D r� ABO1� SCALE. 1/4' = 1'-0' co m CO Ground Floor Plumbing Plan PLUMBING SYMBOL LEGEND N SCALE: 1/4' = 1'-0' SYMBOL DESCRIPTION BUILDING SANITARY SEWER LINE Z VENT LINE COLD WATER LINE ------ HOT WATER LINE LLI ----CD— CONDENSATE DRAIN LINE Q —PRL= PRESSURE AND TEMPERATURE RELIEF LINE GATE VALVE J CHECK VALVE C COUPLING O PRESSURE AND TEMPERATURE RELIEF VALVE t' COIF— CLEANOUTS yM � I WCO WALL CLEANOUTS rt O FLOOR CLEANOUTS Os 1a o9 A —c+ HOSE BIBB P TE: AS SHOWN c VB VACUUM BREAKER Y W 2 VTR VENT THRU ROOF p O (�o9 L.T. FD FLOOR DRAIN E'8 lJ . Vry VALVE IN VERTICAL P-4 I'MAFF ABOVE FINISHED fL00R LEVELO 1� ' AFG ABOVE FINISHED GRADE LEVEL SHEET a OF 4 � •a" r�� ���',� -;��, °� t� / � �.�!`";� ..1. s/ �:,�,� •'N� Mr's� ►'7� �i �� - ® .d �, 4��5! r� t''� �f '�qj i`. 1f __ °�f� �®'. ®.� '`. �-;.�. r t�ti► 9 _ � jtt�� All INN � 3 _a12F' 5- n , a r ' a A— � . 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A- (SHEEr OF REVISIONS NO DATE ZONE 5 ZONE 5 429 PS 58.05PSF 429 PS 56.05PSF AREA 21 SQF AREA 21 1 E N0A 09-042117 NO.A08-0423.1 ZONE 5 45.71 P 60.4 PSF ELEV.+35'3' 4 12 NOA 0941204m O 14 rnn"4) Ta.ElEV.+37-10' 7H.ELEV..3Z-10' '^^N -3 ZONE 4 o cm j O7 0 ZONE 4 ZONE 4 ZONE 5 ZONE 4 4125 48.76PSF ZONE 4 ~- 43.58PS 67.34PSF 43.58 57.34PSF ' 4423 PS 48.06PSF 4378 PS 479PSF l 2pgpyy{1j� 43.04 PS 46.87PSF gym^ AREA 15.75 SQF 2025 SQF co Lo 00' _ AREA 16.88 SQF AREA 16.88 SQF AREA 13.5 SQF NOA04052&03 NOA04052893 67 o n 2 L3 SWING OUT DOOR NoA93461294 NOAO3067294 Nogoa-o52e.oa n W � 0�M O J u^�w` U. 12 12 hardiplank 3(- 13 NOA 07-0418.04 n SMOOTH FINISH o LIGHT YELLOW 7a.ELEV.+ -to' �•°�•+ -1�- COLOR MATCH WITH 0 N¢ �')tLl EXISTING COLOR a-5EE °n coO 'J J�J hardiplank H H � � y � X w 1 c NOA 07-0418.04 "~ ® SMOOTH FINISH / a '< =c12 LIGHT YELLOW /� // o cvQ p i o� .d/ � COLOR MATCH WITH f /i �/ ��= a.cn ® t t ® EXISTING COLOR FF.E+13'312' F.F.E.+13'31? �+ F.F.10'-10' FF.1 V-10' ONE 4 ZONE 4 ZONE 5 4125 46.76PSF 49.04 PS 46.87PSF 45.11 P 60.4 PSF �+ ZONE 5 ZONE 4 AREA 21 SQF IARFA 2025 SQF I AREA 1 SQF 38.59 47.36PSF 42.94 46.76PSF N04090423.17 NOA04051803 NOA08-020499 1 F�1 M NOA 08.1017� N�A090473.fl� �� North Elevation c scAm South Elevation '/a. -� " M r 0 J SCALE: 1/a =11-01 U 000 LL Z o Q O 1 hardiplank U H NOA 07-0418.04 2 D ZONE 4 ZONE 4 ZONE q 1 SMOOTH FINISH o O 43.78 479 PSF 4378 47.6 PSF 45.11 PS 48.94PSF LIGHT YELLOW COLOR MATCH AREA 75.75 SQF 15.75 SQF INCA% 0 INCAUNNZIM NMOI-05ZL IVWAITH EXISTING COLOR ELEV.+M-r ELEV.+9sa 1H.ELEV.+3Z+r 78 ELEV.+32-1(' G B REJECT 4" �} RE REJECT 4" Z Z W M SPHERE W c„) J 42" J CC) "_ 7&ELEv.+w-10' 25'-0" 7&ELEV.+70'-10 ^ J Q 18'-0" NEW TREES REJECT 2" REJECT 2" A LL W J (TYP.) SEE LANDSCAPE PLAN SPHERE SPHER A A 2 to hardiplank F F DECORATIVE OF NOA 07-0418. MOLDING // // /j W r O SMOOTH FINISH /// MATCH GABLE f t Z (D U) LIGHT YELLOW COLOR MATCH FASCIA WITH EXISTING COLOR PER ORDENANCE DATE F.F.E+13'3 t2' 27-07-1928 FF.E+1-I- 06-16-06 AVERAGE CROWN- SCALE F.F.iP-10' OF ROAD(10'-6") F.F.to-1P AS SHOWN O DESIGNED x ZONE 4 ZONE 4 ZONE 4 ZONE 4 ZINJE 4 ZONE 4 4 M'C' w 43.79 PS 479 PSF 4294 4&76PSF 45.11 4894PSF ii 4&94PSF NOTE:TREES 18'-0" 43.78 479 PSF 43.78 PS 47.6 PSF 43.78 47.8 PSF A N L=,1 i5.75 AREA ZI SQF AREA1 SQF AREAL SQF SEE LANDSCAPE PLAN AREA 15.75 SOF 15.75 AREA 15.75 SQF J.L. - - Neaotos�sa3 Iroaa944Ztt7 NaAaeomam NoAO9mn4m FOR NEW TREES&PLANT 03 04 03 NCAMM03 MATERIALS East Elevation West Elevation =1 SCALE 1/a' '-0' SCALE:1/4'-P-0' A-5 - SHEET 5 OF 7 TIRE55 # PALMS Roc WALL 88.00' ( R& M ) alkx rr+i easawc�l.I cu'r N 1 Wow# sMAP ciR Tw MMA" _ - 5 _ Cgrdle 6etdeterttl _ � I dsl Erma �'' S'-5ra' 35'-4' Rill l,olllpcp G,ahopy Matehsd _....01 L. 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Nora Mas1i Ip• � „Ito° ONarf Mora r 3 Gallon Pill t Dam 2' Gantet r� JAS w Jaaminum binpllctfoltum e,1l3 Kr • 15 _ • _. t� ;', ;•: llk Jadfnln �' _. .. 1 On OaM,w tY %%•i X 3 Gallon ,�,,• -;//ys• _ full To Base,3 IRdnta P+Rt Poi Nepteoleple FSteerratg'E Band` I6°,I$+ °•µ° pull to 5868 r rii 70 flah T4 10 3 Wilon. 19° I Cowie' :;: M coat daet 61dip w oo , p°d Z� =3' $b'- 3' S faallcn He"Cfuaq? i i• T� Dc .aAfe i ;:'i:���• 6 FakaFlatQM�liradd NATIVE 4o(,MT HAIMAL I5w pJ,-MTWS TO M 4IANP WAVR D ;r.{ u0ee aiss AsWUND MTSOE WALL) .� FoR a A PmcD CAF w DA75 APMR INSTALLATIQN< Cp J � a ' .pclsT, rr�+ArR qa c)e�>�reYLi 141a[Ttat TT'. MWF @+Ap w.M: tdYi:R. E+fCM d+ as e»BgRD e Savmm ' � cecsrmsra-aro.aa�s PAT! UL PUMX DRM 13Y TAP FORMIM4291—M RL mjbmR -- 0 Q S.W. 78th T]ERRACE ---------- ------------------------------ .. .. 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".,Y _ ,:�%•' - � .��,3�`�'`t � ,.� �� - REV S PLAT LIMIT SI V " �" � o F.I.R. 1/2' � N .,� ��,�•'�, F.I.R. 1/2" 88.00 ( R & M ) " x> � ROCK WALL o (NO (NO ID.) o ON PLC Lo - P. , ".. _ o .a U.P. O.U.L. O `90. LOT LOT s E K s o 0 s LOT o �8, 8 7 ?' o m a QA d BLOCK2 � 7, BLOCK2 ���G BLOCK2 Ei Ems- m t p i e• ° °atr,ic-. K M cq Ln CVO .a. Lo LU -v� r.� a f - 'f K M Q n LL cn METAL AREA MAP 0 Ea= SHED U SCALE:N.T.S. TO BE DEMOLISH 45.60' 06 32.32' 0 10.11' °d N••I W � FF=12.83' oo ADDITION � LLI Z Nt z Lu o EXISTING > 10 2 9 8 7 6 ONE STORY Q RESIDENCE n o # 6611 Lo o °' 1.40' AREA=1305.815 SF N S.W. 78th TERRACE M ELEV.=13.50' co o •F+ 0.20'CL 16.60' LOCATION SKETCH EXIST. °• SCALE:N.T.S. PORC "' 18.05' 10.06' 0.46'CL O = 32.37' 9.60' .'.' WOOD ASPHALT DRIVEWAY TOSEMP o LEGAL DESCRIPTION DEMOLIS C" '9 2 - - LOT 8, BLOCK 2 , "DAMS MANOR". �j N N St7. PLAT BOOK 51 , AT PAGE 41, N ... . . . .. .. � DADE COUNTY, FLORIDA j F. P. 1/2" F.I.P. '1/2" ^06 3. ^O FD NAIL L (NO ID.) (NO ID.) / (NO ID.) co LE Ll W.M. BLOCK 176.00'(R&M) 88.00' ( R & M ) Z W W M e' CORNER 15'PARKWAY SITE TABULATIONS: J . .. . . ... . . . ZONING DISTRICT. RS-3 .. NET LAND AREA: 10,032 SF W Q AREA OF BUILDING (EXISTING): 1,300 SF (n 10. °o . .' 'r'�O ADDITION (FIRST F) 215 SF ui 00 �� 20 ASPHALT PAVEMENT N'. .�`� ' ' ENCLOSURE (FIRST FLOOR) 105 SF (n T H . . FL00 . . . . . . . . . . ' ADDITION SECOND R) 454 SF � N. TOTAL A DITION 774 SF . .. . .. . .. . .. . . ... . . . . . . . . . . . . . . . . . . . TOTAL BUILDING 2.074 SF LLJ (5O'TOTAL R/W).'.', PERCENTAGE OF LOT COVERAGE 20.67 (PER PLAT).. . . . . . . S■W■ 7 th TERRACE .... .... . . LANDSCAPED AREA 7,058 SF rME os-1 s SITE VIEW .. . .. .. . . . . . . . . .. . . . . .. .. . . . . . .. . .... .. . . . .. . . . . . .. REQUIRED SET BACKS: FRONT 25 SME.1/8'-1'0' SIDE 7.5' ASS wN SIDE 7.5' w REAR SITE PLAN 25 M.C. W U WA 1/$-1'-o J.L. SHEET 1 OF 1 , 1 zs o• - - REVISI!DATE b b NO FLAT ROOF W r N p 2V-T t-p 10 5 I �m n U --rte m In o 1c s U 1aa• - s-1v J.10• aw• 1r n• Mu4-�..N-w C! N U NQ rn m .. b <.t.•K �M DEN v o UGJ Zp,T HIPPED ROOF XW - b s b 9.T+ 1'-r r•.r b b J-T 1J1.r r.m PORC-M„e r z x. b s.r z s b tf• 0r'-s<• a- Y.8• H sn• 1P b t - 11•x• u� s-1 0• J•.1a • I-r.. 5.T S-1$' H O u FFr`V/--n ii N Sr 10• U wFIw���Irl[�-T"a<y" r o N 111+�1 E O mo m En STORAGE HIPPED ROOF 77,7- B-r 6J KTCHEN BEDROOM 2 FLAT ROOF 17 r-r u sr IXI 10 r ar 1a W`T FIREPLACE LIVING RO OM EXISTNG ROOF PLAN GARAGE mill BEDROOM I WF-24 WF 24 ON N N LL LL J.0 W F-24 N W N 1 V . a• 1as om LL U) N ... ....... 6 r WF-24 Z M EXISTING FLOOR PLAN a `_ b mm F!ILTS W F-24 C? J z TW � Q WF-24 I— 2'^ :r:a U • m v 'r'�^1 O v WF-24 W oo N LL _ J.P 06-16.08 _ - - SAS SHOWN WF-24 °w N ULL M.C. V . ti N J.L. WF-24 DRAWING Rte_' LL It A- W-V EXISTING FOUNDATION PLAN SCALE tITS r.s z-s trr s•-r ><r WF-24 SHEET t OF 7 REVISIONS NO DATE 0 nnc4 J WOW O QCD n�NC 88 to Go r-�M nuu K . uvv�w.nr` C7 n . n (~j G W WM n� U N< ^M o r Eon i Mo EXISTING SOUTH ELEVATION H EXISTING NORTH ELEVATION � SLUE 1/Ir s f-, 0 --------- U) --- Z � '7 JL Q WPM . o/ EXISTING WEST ELEVATION J Rim �y J 9'-6' Z '^ I— VJ D W m Cfl os-i s-oa EXISTING EAST ELEVATION AS SHOWN A. 21 SGUE 1/4�Y-0' Y Z U J.L. SHEET 2 OF 7 REVISIONS NO DATE 14'J' S,0' 3'-10• 11.11' 26� 4'-? -0' 21.0• , �p —— T7 wag - 21'-T I J n OF 01pmn U Z-e• s-r 8-4• s-r co to 0 co uMii1 Q • «•111111111.• ��•IIIIIIIillllllllllll IIIIIIIiillllllllll! ���� 7 STORAGE f t KITCHEN if,• i '� - 2 IY M QQ M co I Iy�'1�• yrtl�._.«,�_.� -"'":C !:' BEDROOM 2 0-u, 1,- xw In op Q _min b I 0 o S, O Q I I I t HIPPED ROOF I I . N E O a m °��iuunuunnnnnnnnuunununumm�nnnni {I". :•-- - I I _ I CL CL FIREPLAC EXISTING111 `f 1 LIVING ROOM I !_ ILLS 1 I ►�--� E II m - FLUE IE`I� HIPPED ROOF GARAGE 1 ! f f BEDROOM 1 I�- IIIIIIIIIIIIOfili'IIIIIIIIIIIIIiIIillilif �- T is 1 I I ^ I I^: DN �, 'IF67'�96F I� P RCR , n !�— — — — —= c _ _�-— —— —— - - r-T -- - 4_11 z I ,6-1• _ 19.T J � HI O a i DEMOLITION ROOF PLAN f SORE 1/4-1'-C DEMOLITION FLOOR PLAN sJILE:1/4.1'-0' _ Q Z Ll. 'Ma' W W M 1 J z 00 u- GENERAL DEMOLITION NOTES: THE G.ZEXAMINE Q J THE PRIMARY RESPONSIBILITY,IN ALL INSTANCES,OF THE GENERAL CONTRACTOR(G.C.)HIS THE G.C.IS RESPONSIBLE FOR SCAFFOLDING,STAGING.AND LADDERS,AND SIMILAR ITEMS SUCH AS LIFTS PRIOR TO THE START OF ANY WORK !— 1 1 I > Q EMPLOYEES,VENDORS,MATERIAL SUPPLIERS AND SUB-CONTRACTORS SHALL BE THE AND DEVICES REQUIRED TO ACCESS THE WORK ALL SUCH ITEMS AND DEVICE SHALL BE COMMERCIALLY AS THE BUILDING AND ALL OF ITS COMPONENT PARTS AS WELL OUTSIDE STRU W CTURES,ETC. r > c SAFETY OF THE SITE AND ALL PERSONNEL ON THE SITE THIS INCLUDES THE GENERAL PUBLIC. MANUFACTURED AND BEAR SAFETY REQUIREMENTS AND LIMITATION FURNISHED BY THE MANUFACTURER'S THE G.C.SHALL HAVE ALL APPROPRIATE SUB-CONTRACTORS AND SUB-TRADES ASSIST HIM IN J i A G THIS ALSO INCLUDES THE BASIC AND FUNDAMENTAL STABILITY IF THE STRUCTURE,AND THE AND POSTED AS REQUIRED BY GOVERNMENTAL AGENCIES AND/OR INDEPENDENT TESTING AGENCIES.ANY AND DURING THIS EXAMINATION AND SHALL MAKE THE BUILDING`SAFE*PRIOR TO THE START V) O ENVELOPE NLUDING ALL A THE STRUCTURAL FRAMEWORK AND ALL OF ITS ELEMENTS AS AND ALL SUCH REQUIREMENTS RECOMMENDATION,GUIDELINES,ETC.SHALL BE STRICTLY FOLLOWED BY THE OF ANY DEMOUTION WORK GENERAL CONTRACTOR HIS EMPLOYEES.CONTRACTORS,SUB-CONTRACTORS,VENDORS,SUPPLIERS AND WELL AS VENECERS,ETC. EVERYONE ON THE JOB SITE THE GENERAL CONTRACTOR IS RESPONSIBLE FOR WORK OF ALL THIS SHALL INCLUDE,BUT NOT BE LIMITED TO: 2 C_ LEGEND SUBCONTRACTORS ENGAGED ON SITE. 1 ELECTRICAL DEVICES AND SYSTEMS. W O THIS RESPONSIBILITY INCLUDES THE PROTECTION(FROM ANY DAMAGE DURING DEMOLITION) 2.PLUMBING SYSTEMS OF THE STRUCTURE WHICH SHALL REMAIN WHEN ALL OF THE DEMOLITION PHASE IN A PART OF THE WORK IS RELATED TO THE REMOVAL ALL STRUCTURES,FROM+20.0 UP AND ALL CHANNELS 3.MECHANICAL SYSTEMS(INCLUDING GAS IF ANY) Q M COMPLETE. AND SIDING. 5.ALARM.TELE PH ALARM. SIMILAR SYSTEMS. W ......._.T._—......_.... REMOVE/DISASSEMBLE,ETC.ALL NON-STRUCTURAL ITEMS COMPLETELY BEFORE BEGINNING TO WORK ON WALL TO BE DEMOLISHED { { PROVIDE SCAFFOLDING,BARRICADES AND SAFETY PRECAUTIONS AS MAY BE APPROPRIATE ANY ITEMS WHICH MIGHT EFFECT STRUCTURAL SYSTEMS. NOTE SHALL BE MADE OF ALL AREAS WHICH MIGHT HAVE UNUSUAL AND/OR GREATER HAZARD -----••»-•^^-•- FOR THE WORK AND SPECIAL CARE AND ADDITIONAL TIME SHALL BE HAZARD TO A MINIMUM THESE AREAS 06-16-08 INSPECT STRUCTURAL SYSTEMS WITH SPECIAL ATTENTION TO DIRECT,OR INDIRECT ATTACHMENTS TO THE SHALL BE SPECIALLY MARKED AND,IF APPROPRIATE,BARRICADED. THE G.C.SHALL BE SOLELY RESPONSIBLE FOR THE PROGRESS OF THE WORK AS WELL AS STRUCTURAL SYSTEMS.........AND:REPORT ANY UNUSUAL OR DAMAGED CONDITIONS PRIOR TO STARTING ANY -FLOOR TO BE DEMOLISHED MATERIAL AND METHODS OF CONSTRUCTION REQUIRES FOR ITS PROPER AND SAFE WORK SHICH MIGHT CAUSE THESE CONDITIONS TO BECOME MORE ACUTE OR INCREASE THE SCOPE OR TEMPORARY CONSTRUCTION:THE G.C.SHALL HAVE MADE AVAILABLE DURING THE COURSE AS SHOWN COMPLEXITY OF THE WORK OF THE WORK WELL AS DURING THE DEMOLITION SECURE SAFE LIGHTING AS WELL AS W IMPLEMENTATION. MECHANICAL VENTILATION AND DUST CONTROL SYSTEMS.THERE SHALL BE AT LEAST ONE U ROOF TO BE DEMOLISHED ® USE ONLY STRUCTURAL GRADE MATERIALS,APPLIANCES DEVICES,HARDWARE,CONNECTORS,ETC.IN THE TELEPHONE ON SITE DESIGNED FOR EMERGENCY USE M.C. W THE G.C.IS RESPONSIBLE FOR THE PROGRESS OF THE WORK AS WELL AS THE STAGING AND EXECUTION OF ANY ACTIVITY RELATED TO DEMOLITION. _ SEQUENCE OF EVENTS TO ACHIEVE A FINISHED PRODUCT.AFTER FIRST CONSIDERING DURING,AND AT THE COMPLETION OF ANY CEILING REMOVAL OR SIMILAR PHASES(SEE U SAFETY, E SHALL ENDEAVOR ACHIEVE PROCEED SO THAT ANY OF THE PREVIOUSLY COMPLETED DISPOSE OF ALL DEBRIS,TRASH,ETC.VIA THE USE OF AN APPROVED HAULER IN AN APPROVED LANDFILL OR AREAS NOTED ON THE PLAN FOR DEMOLITION)THE EXISTING STRUCTURAL SYSTEM ABOVE J.L. EXISTING TO REMAIN PHASES AND/OR PARTS OF THE WORK ARE UNAFFECTED OR NOT EFFECTED ADVERSELY BY SIMILAR DISPOSAL PLACE TO FACILITY. THESE AREAS WILL SOME INTO VIEW.THE SYSTEM,TO THE EXTENT VISIBLE PRIOR TO THE ONGOING ACTIVITIES,OPERATIONS OR EVENTS. RESPONSIBILITY FOR THE DISPOSAL OR REMOVED MATERIALS IN SOLELY THAT OF THE GENERAL COMMENCEMENT OF THE WORK CONTRACTOR. =A- TRANSIT PROTECT THE TRUCK LOADING W/FLAT SCAFFOLDING DURING DEMOLITION FROM FALLING TOXIC,DANGEROUS,HAZARDOUS OR ENVIRONMENTALLY SENSITIVE MATERIALS,THEIR HANDLING,THEIR OBJECTS.DEBRIS ETC.SO AS TO HAVE INTACT AT LEAST ONE MEAN OF EGRESS ON THE EAST CONSEQUENCES RELATED TO HUMAN EXPOSURE BOTH ON AND OFF SITE AS WELL AS THEIR SAFETY IN WALL DURING THE COURSE OF THE WORK AND THEIR ULTIMATE DISPOSAL ARE THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY. SHEET 3 OF 7 u r REVISIONS E A - - - - - --- ---- -- - - -- - - — � NO DATE NEW I I b b L L FLAT ROOF I . S L OCnWD CN Q GP a a MASTERS'O+O[C U BID a"In Lo • 2 I• 8 I CQ b MOfuv�.vMwM• A I e O F- O C O Q OH UP EG SS - n �4_ (D b 2 b a b EXISTING a a- t7A• NEW HIPPED ROOF a,0 TO REMAIN I!f sro ONUL P - b +•. KRICK. I F� # 5 MASTER W rP 4'-p r-p BEDROOM IG O BEDROOM I u)H �� c �m12 A 20 aQ E B cLosEr 4: - ' I 1- 2 O.m -r 771 i u � I Fol EaSTING U A NEW EXISTING O DINING ROOM v O4 t` KRICK HIPPED ROOF _ unuty, �/ I H ° TO REMAIN ROOM F uv I 1 � 1a-r^ B• a-r 0\/, 4'- U r-1 -Lo 4• - 2 L U �� E L 1a7 , I l b v v v v I L Iq BEDR OMn r " rr S.p I �••I v m UPO M a9' OO m EW NEW EW NEW OF v L L B,.yDow $ A KRICK KRICK KRICK KRICK I TM § u LL 2 r +o- r 89B•OVERFLOW 8�c8.OVERFLOW zr as-r SCUPPER +33�PRE e•m to-7 B• 2 PICAL OF 2) L - 3 a-r Z-p 8'-0' PICAL OF 2) 3� SECOND FLOOR PLAN A W 4 g A SCAM 1/4 1 4r-T d A O b .-p I.T OCN uoSEr b EXISTING 7q r-p - - —— —— -- -- - -- - - -- - i DVNG ROOM it - 0 . CLOSET A I I O U W b o \/ O 4 GARAGE H r-e• A a.e- 3 h I I NEW I O D OFLAT ROOF, BEIXi00M I I +aJ' B• Y-T S-p i-1t• r-p JJ• 4• 17'-1' o I I I B � c IASET I V' A PORCN to Y ©• UP O S-Y 5-tp 6'6' S-0• S-6• it'-6' 4-T I I 4� �4 _ I I i WPM L L 4a.r I I I z GROUND FLOOR PLAN / �I I Q W ~ J 9GIE 1/4 P-C I HIPPED HIPPED I I g _ by b b I I ROOF ROOF I cc EXISTING I _j C I I I I NEW HIPPED ROOF W Q KRICK TO REMAIN II r D II II I W o ❑ I I z co NEW EXISTING LEGEND I I KRICK HIPPED ROOF TO REMAIN I I I I os 1�os EXISTING WALL TO REMAIN I I I i As sr+owN a W NEW 8"THICK.CMU WALL NEW PARTITION I I I EW NEW — = KRICK KRICK KRICK KRICK DRAWING • __ .- -_._ - '... ._ _ _.__ .^- '' _ - - - § tr-r —— 'p to-r —— — — tae• — —— — •-p _ ._ _ ROOF PLAN t•.p 4r.r A-4. SME 11C-11-0 SHEET 4 OF 7 REVISIONS NO DATE ZONE 5 ZONE 5 - 42.9 PS 56.05PSF 42.9 PS 56.05PSF AREA 21 SOF AREA 21 SOF - NOA 08.0423.17 NOA080423.17 ZONE 5 45.11 PS 60.4 PSF ELEV.+25-0' ELEV.+2S-0' AREA1 SOF - 4 12 _ NOA 0&0204.03 0 a TB.ELEV. 7B-ELEV.N9'-9' W O W O ZONE 4 0 m o I O 41.25 PS 46.76PSF N^ F ZONE 4 AREA 21 SOF ZONE 4 op n U 7 7 ZONE 4 ZONE 4 ZONE 5 43.78 PS 47.6 PSF NOA 0&0423.17 43.04 PS 46.87PSF 43.58 PS 57.34PSF 43.58 PS 57.34 PSF 44.23 PS 48.O6PSF AREA 15.75 SO AREA 20.25 SOF N^' �u3o1c = AREA 16.88 SOF AREA 16:88 SOF AREA 13.5 SOF NOA 040528.03 NOA 04-0528.03 o M in U NOA 03-061204 NOA 034612.04 NOA 04-0528.03 0 .M a n F11 12 12 hardiplank n� ..� NOA 07-0418.04 n SMOOTH FINISH �c 0 LIGHT YELLOW TB.ELEV.-W-0' COLOR MATCH WITH EXISTING COLOR cc I-n wM 0 1 p hardiplank H H F j�� e ° NOA 07-0418.04 w vl xo 0 O ® ® SMOOTH FINISH LIGHT YELLOW aC' mLL / s E cc COLOR MATCH WITH /t /f �/ �F Ea.u) } f ® EXISTING COLOR F.F.E+7-712' F.F.E.12'-7112- F.F.t 0'-0' F.F.±0'-0- ZONE 4 ZONE 4 ZONE 5 41.25 PS 46.76PSF 43.04PS 46.87PSF 45.11 PS 60.4 PSF ZONE 5 ZONE 4 AREA 21 SOF AREA 20.25 SOF AREA 1 SOF 38.59 PS .47.36 PSF 42.94 PS 46.76PSF NOA O&0423.17 NOA 040528.03 NOA 08-0204.03111 M AREA 92.43 SOF - AREA 21 SOF NOA 06-1017.01 NOA 08-0423.17 �+ Back Elevation M xNa Front Elevation '/' �� ��/� F"' " co V) V ZONE 4 ZONE 4 ZONE 4 45.11 PS 48.94PSF 43.78 PS 47.6 PSF 43.78 PS 47.6 PSF AREA 6 S AREA 15.15 SOF AREA 15.75 SOF N0A 04052803 NOA04.0528.07 NOA040528.03 ELEV.+25'-0' - - ELEV.+25-0' TB.ELEV.+19'-9' TB.ELEV.+19'-9' B hardiplank c z O1 V NOA 07-0418.04 �� SMOOTH FINISH hardiplank W W M LIGHT YELLOW COLOR MATCH %/ �/ NOA 07-0418.04 f WITH EXISTING COLOR t SMOOTH FINISH co LL LIGHT YELLOW COLOR MATCH WITH EXISTING COLOR ^ ''�I TB.EL-+10-o- TB.Ems.+10'-0' LL W Q A A A //� Co A F F - UJ '^ O / W �y DAoTE F.F.E.+7.712- RPE+7.712' I - AS SHOWN C F.F.t 0'-0' p-0' Y M.C. W s U ONE 4 - ONE 4 ON 4 Z 3 4 ZONE 4 ZONE 4 ZONE 4 -L- 43.78 PS 47.6 PSF d3.78 PS 47.6 PSF 43.78 PS 47.6 PSF ONE PS 47.6 PSF 42.94 PS .76PS 45.11 PS. 48.94PSF - ••- -- 45.11 P 48.94PS AREA 15.75 SOF AR i.75 SOF AREA 15.75 SOF -' AREA 15.75 F AREA 21 SOF AREA 1 SOF AREA 1 SOF r NOA 040528.03 - -- NOA 04052803 NOA08.0423.17 I INOAON2U.03 I A-5 Right Elevation Left Elevation SCAM 11r.1'B' MALL 1/4'-1-0' SHEET 5 OF 7 CATEGORY 92 MODIFIED BITUMEN 2 PLY 15# CATEGORY 92 MODIFIED BITUMEN 2 PLY 15# REVISIONS FIBERGLASS FELT HOT MOPPED ON PLY 30# FIBERGLASS FELT HOT MOPPED ON PLY 30# FELT TIN CAPPED IN PLACE 1(�12"O/C OVER FELT TIN CAPPED IN PLACE 112'O/C OVER - EXISTING ROOF NO DATE 518'CDX PLYWOOD SHEATINV`NAILED W/10d 5J8'CDX PLYWOOD SHEATINi�`NAILED W/10d NAILS(d!6'AT PANEL EDGES 8 INTERMEDIATE NAILS(�6'AT PANEL EDGES 8 INTERMEDIATE SUPPO TS.NAIL SPACING SHALL BE 4-01C AT SUPPORTS.NAIL SPACING SHALL BE 4.O/C AT GABLE ENDS,IN ALLCASES. GABLE ENDS,IN ALLCASES. - (1)WOOD 2"X 8'BLOCKING BETWEEN JOIST STRAP WOOD JOIST WOOD JOIST SEE STRUCUTRAL 2"x72'@16"o/c 2•x72'@76'o/c SEE STRUCSTRAPP PLANS PLANS F 1/4':12'SLOPE 1/4•:12'SLOPE / � � O ncb cb OtN'D O �T.OF TIE BEAM O V.I.F. T.OF TIE BEAM c CONTINUOUS 26 GAUGE +10'-O"V.I.F. METAL DRIP FLASHING - L R-1 O _0 to co ON 1 X 2 P.T.WOOD EXIST.STRAP EXIST WOOD r-�M 0 to zc NAILER W/2 D.GALV. ACOUSTICAL SPRAY FIN.ON ACOUSTICAL SPRAY FIN.ON JOIST ROOF NAILS AT 4'O.C. FU GYP.BOARD,S 1X3 1/2•GYP.BOARD ON 1X3 u Q FURRING STRIPS,SECURED FURRING STRIPS,SECURED 0 TO EA.TRUSS S 2-8 O. TO EA.TRUSS W/2-8 D. IST TIE BEAM 2"X 1 A SMOOTH FIN.WD. COMMON NAILS COMMON NAILS - CEILING WHERE OCCURRING FASCIA NAILED TO SEE FINISH SCHEDULE n TRUSSES W/2-16D 8'X O T&CONC. 2#S'S BEAM T 4# F a C'TIE 5'S CONT.8 2#5'S BENT AT O�O STUCCO SOFFIT,WITH 6"X 24" CORNERS 30•EA.WAY TYP. W n n SOFFIT VENT.REFER TO ROOF PLAN CO TIES AT D O.C.EACH TYPE X'GYPSUM BOARD FOR NUMBER AND LOCATION CORNERS AND AT EACH BEND EACH SIDE-1 HR RATED SPACED 4'-0"O.C.MAX AND BALANCE AT 48'O.C. - n O 3-5/8'METAL STUDS(25GA) _j X04.1 - QLi �16'O.C. Oy xW #5(off FILLED O.C.VERT.IN BLOCK 6 Q _m H CELT FILLED CONC.'S EE PSI NEW 8'C.M.U. O N< e O PEAROCK FOUNDATION ON FOR SEE EXIST 8"C.M.U. ¢ FOUNDATION FOR LOCATION 0�S Ea rcr 1/2"GYPSUM WALL BOARD ON FURRING STRIPS @ 16•, R-S INSULATION - HOR .R I LADDER TYPE 1/2'GYPSUM WALL BOARD N"D.C.REINFORCING @ ON FURRING STRIPS @ 16• EXIST i6'O.C.VERT. CONSTRUCTION / NEW 4•CONC.SLAB REINFORCED(3000 P.S.I) CONSTRUCTION WITH 6'X 6'W1.4 X W1.4 W.W.M.ON CLEAN - SAND FILL PLACED IN IT MAXIMUM THICK LAYERS WELL COMPACTED FINISHED DENSITY 95%BY MODIFIED PROCTOR TEST.APPROVED STUCCO FINISH 8' VAPOR 15 MIL BARRIER 8 CLEAN COMPACTED CONCRETE BLOCK K TERMITE TREATED FILL(TYP.THROUGHOUT). u 1/2'THICK. �^ - AF. F.ELEV. EXPANSION JOINT 1l2'THICK EXISTING WOOD JOIST +/_O'_0• ,_ _ EXPANSION JOINT O .. _ $F.F.ELEV. o �\ \ \ \ METAL CHANNEL //�/�/�//\ WOOD BASE _ �Y,-"/\�/\\ E z SE FINISH SCHHEEDULE �11~ �--�1 F KNISH FLOOR O U NEW FOUNDATION NO RATED SEE FOUNDATION PLAN - EXISTING WALL FOUNDATION NON-BEARING PARTITION SECTION A/A-6 A 6CALE:NT.S. NON RATED n WALL HUNG CABINETS WALE: M LE:RTS.�3-W METAL STUDS,20 GA AT 16.O.C. J d. WOOD BLOCK SECURED Q TO STUD TO FILL f STUD VOID M W ().. LJ J 3-5/8"METAL STUDS, DIMENSIONAL LUMBER Q AT 24"O.C.TYP CEILING LINE AS NEEDED TO J W Q O SECURE CABINETS. 3-5/8"TOP RUNNER SECURED TO FRAMING. T _ 1/2"(TYP.)X G.BD ON EACH 25 GA.) WITH SCREWS AS -L SIDE OF PARTITION REQ'D BY CODE W 1 TRACK SECURED I— WOOD BASE PLATE TO RUNNER Z RUNNER FASTENED O NAILED TO WOOD w 0 RUNNER Ur WITH SCREWS TO STRUT STUD 00 co WOOD STOP DECORATIVE CASING L 06-16-08 FASTEN TO BLOCKING WOOD BASE DOOR _ AS REQ'D AS SHOWN GYPSUM WALL PLATE NAILED TO W BOARD WOOD RUNNER M C W WOOD RUNNER V WOOD DOOR HEAD - CABINET BACKING DETAIL DETAIL B/S-1 - U.L. WALL CORNER DETAIL PARTITION BASE DETAIL URAWINF. NO. METAL,TRACK OR STRAPPING MAY ALSO BE USED FOR BACKING STEEL STUDS PER WALL TYPE,SCREWS AS REQUIRED PER CODE,TYP. /� OPTIONAL DETAIL RELATED TO OWNER FINISH SPECIFICATIONS U I X 4 PT. WD. BLOCKING W, SAFETY / EGRESS DOO NOTES 3/16'/0 X 2=�.'I.G.TAPCON GONG. SCREWS W/A MIN.EMBEDMENT - REVISIONS OF„/+-INTO CCNC. ARCHITECTURAL NOTES NO DATE SPACED 6' EA.ENO s NO DOOR IN THE PATH OF TRAVEL OF MEANS OF ESCAP IN THE NoM R IT I cE OF ACCEPTANCE 32ES ALL BE LESS THAN BALANCE S DESCRIBED 'WIDE,EXCEPT THAT BATHROOM DOORS MAY BE 24" DE,UNLESS A LARGER o DOOR OPENING IS REQUIRED TO SATISFY THE REQUI •MEANS OF SECTION 515 THE CONTRACTOR SHALL INSPECT ALL EXISTING CONDITIONS,VERIFY ALL O OF THE F.B.C.2004.EVERY CLOSET DOOR LATCH S LL BE SUCH THAT CHILDREN ON SITE DIMENSIONS,EQUIPMENT AND BUILDING PLANS SHOULD BE CAN OPEN THE DOOR FROM INSIDE THE CLOSET: REVIEWED TO ASSESS THE ENTIRE SCOPE OF THE PROJECT. EVERY BATHROOM DOOR LOCK SHALL BE DESI ED TO PERMIT THE OPENING OF WEATNQ2STRIPINC THE LOCKED DOOR FROM THE OUTSIDE IN A MERGENCY. DOORS MAY BE SWINGING OR SLIDING,A ARE EXEMPT FROM THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH ALL ^a o REQUIREMENTS OF SECTION 21-2.4.3 A 21-2.4.4 0E THE 1994 ED.OF NFPA.101 OTHER TRADES INCLUDING THE EXISTING STRUCTURAL ELEMENTS OF THE NO DOOR IN ANY MEANS OF ESCAPE ALL BE LOCKED AGAINST EGRESS WHEN THE BUILDING IS OCCUPIED.ALL LO 'KING DEVICES WHICH IMPEDE OR PROHIBIT BUILDING o �°, O EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED PERIMETER CAULKING AND BACK BEDDING • THE CONTRACTOR SHALL PROVIDE ALL ELEMENTS OF THE SYSTEMS AS ^o CONC.LINTEL N^� STUCCO INTENDED BY THE DESIGN TO RESULT IN COMPLETE AND WORKABLE m JAMB AREA OF CLEAR OPENING EGRESS WINDOW NOTES: SYSTEMS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES,SAFETY "�^ 5.7 SQ.FT.(MIN.) AN OUTSIDE WINDOW OR DOOR OPERABLE STANDARDS AND GOVERNING ORDINANCES. M1 FROM THE INSIDE WITHOUT THE USE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT S LESS THAN 20 IN.(50.8 CM)IN WIDTH,24 IN.(61 ALL FINISH MATERIALS COSIGN FOR THIS SPACE WILL BE DETERMINED BY L CM)IN HEIGHT,AND 5.7 SO.FT.(0.53)IN AREA. CHOICE OF OTHERS.. Ina n,.1 1 X 4 PT WD.BLOCKING W/ THE BOTTOM OF THE OPENING SHALL BE NO S `°'n STUCCO 3/16'o X 2 1/4' M DMENT CoNC MORE THAN 44 IN. 112 CM ABOVE THE FLOOR.. j w�°, Ed scRE1�s A MIN.EMBEDMENT ( ) ALL FURNITURE AND BUILT-INS NOT IN CONTRACT. CONTRACTOR TO y H= a oW of 1 t/4 INTO caNa AS PER N.F.P.A.101 SECT.22-2.2.3(C) SPACED 8'FROM EA.END& BALANCE AS Ir IS DESCRIBED COORDINATE SIZE AND LOCATION OF ANY BLOCKING REQUIRED(2"X4" o m WIT IN THE NonCE of ACCEPTANCE •-. MIN.)FOR MOUNTING REQUIREMENTS. PERIMETER CAULKIINC AND SAFEGUARDS: �_` Eq, BACK BEDDING CAULK SNAP IN GLAZING OPERABLE WINDOWS SHALL BE PROTECTED A - 0 ALL CONSTRUCTION SHALL CONFORM TO ALL CODE REGULATIONS AND ' HEAD BEAD(TYPICAL) FOLLOWS:WHERE HAVING JURISDICTION. � HERE THERE IS DROP OF MORE THAN 4'-0^ 5.7 SQ.FT.(MIN.) ON THE FAR SIDE OF SUCH WINDOWS AND THE VINYL WEATHER SILL IS LESS THAN 36^ABOVE THE NEAR SIDE 0 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS 1.4 STRIPPING WALKING SURFACE,SAFEGUARDS SHALL BE FROM PROJECT SITE. PROVIDED TO PREVENT THE FALL OF } PERSONS WHEN SUCH WINDOWS ARE OPEN 20° (MIN.) o AS PER SECT.3508.3(E)(1)(APPLICABLE IN 2 0. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF PERIMETER CAULKING SULK nd.FLOOR WINDOWS ONLY) BACK BmolNC o Y) OPENINGS,FIXTURES,EQUIPMENT,ETC. 1 MARBLE SILL 2 LL 1�1 XV) H a 'r _" C4 (INSIDE LOOKING OUT) c ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID °q ° " a+ INTERFERENCE WITH PROGRESS OF THE CONSTRUCTION. PRECAST GONG SILL < y^ v Z TOP OF FIN.FLOOR a�o g SILL co REFER TO ARCH.PLANS REQUIRED INSURANCE SHALL BE PROVIDED BY CONTRACTOR FOR /� PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE _ CBS WINDOW DETAILS N . T. S. EGRESS WINDOW DETAIL DURATION OF THE WORK. � � SCALE: N.T.S. CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS,FEES, O WINDOW SCHEDULE V INSPECTIONS AND TESTS. No LOCATION CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON JOB PRIOR TO BEGINNING GLASS TYPE DESCRIPTION/REMARKS MAS.OPENING NOTES CONSTRUCTION. DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. A BEDROOM:l$1,2&3 IMPACT RESISTANT 5 SINGLE HUNG WIDTH HEIGHT 6 B MASTER BATHROOM IMPACT RESISTANT 1 SINGLE HUNG 3 „ 54 EGRESS C BEDROOM#1 IMPACT RESISTANT 1 24" D LIVING ROOM SINGLE HUNG 73.25" 54^ IMPACT RESISTANT 2 SINGLE HUNG qg" 54• E STAIRS IMPACT RESISTANT 2 GLASS BLOCK N F GARAGE IMPACT RESISTANT 72" 24^ � LL 2 GLASS BLOCK 72" 24^ LU Z N � H MASTER BEDROOM IMPACT RESISTANT 1 SINGLE HUNG g3" 54• LL. H DINING ROOM IMPACT RESISTANT 2 SINGLE HUNG 54^ FINISH SCHEDULE 0 W W M ALUOPERABLE WINDOWS AND SLIDING DOORS SHALL BE PROVIDED WITH SCREENS. �^ ROOM WALL _j PRODUCT APPROVAL REQUIRED ON ALL WINDOWS AND DOORS SHALL BE SUBMITTED FOR REVIEW BY ENGINEER BASE FLOOR CEILING CEILING NOTES = 0 LL ALL WINDOWS SHALL BE IMPACT RESISTANT. PORCH MATERIAL HEIGHT 0 STUCCO _g .J C.TILE TILE STUCCO g' " KITCHEN S.P.GYP WOOD TILE S.P. GYP. 9'-6 112" in BATHROOM TILE P.GYP WOOD IL Q T' _ DOOR SCHEDULE DINING ROOM S.P. GYP WOOD WOOD S.P. GYP. g'_g It U) LIVING ROOM S.P.GYP WOOD WOOD Lu v/ r- No LOCATION TYPE DESCRIPTION/REMARKS STORAGE S.P. GYP. 9'-6 1/2" SIZE MATERIAL S.P.GYP WOOD TILE S.P. GYP. BAR WIDTH HEIGHT DOOR NOTES CLOSET BEDROOM 3 S.P.GYP. WOOD �/ppp Z m ( W 1 ENTRY HINGED ALUMINUM INSULATED PANELED IMPACT 3'-0" 6'-8" ALUM/GLASS ALUMME MASTER BEDROOM S.P.GYP WOOD S.P. GYP. g'_g" 2 BEDROOMS HINGED HOLLOW CORE MASTER CLOSET S.P.GYP WOOD CARPET 3 BEDROOM#1 BIFOLD HOLLOW CORE 2'-6 6'-8" WOOD WOOD CARPET S.P. GYP. g'_g" 4 BEDROOM#3 BIFOLD HOLLOW CORE 9'-91, 6'-6" wooD Wppp MASTER BATH TILE/S.P. GYP. WOOD TILE os 1s oa 5 STORAGE HINGED HOLLOW CORE 4'-6„ 6'8" WOOD WOOD BEDROOM#3 S.P.GYP WOOD S.P.GYP. g'_g" 2'-3" 6'-8" WOOD WOOD BEDROOM#2 WOOD S.P. GYP. g'-g" AS SHOWN 6 DINING ROOM HINGED HOLLOW CORE S.P.GYP WOOD WOOD o 7 BALCONY HINGED ALUMINUM INSULATED PANELED IMPAC T22 380" 6'-8" WOOD WOOD UTILITY ROOM S.P.GYP TILE S.P.GYP. g'_g" 8 GARAGE OVERHEA OVERHEAD STEEL DOOR IMPACT WOOD BEDROOM#1 TILE S.P.GYP. g'_g" M.C. W 9 LIVING ROOM IFOLD WOOD LOUVER 9-2 7'-0" ALUM/GLASS ALUM/GLASS S.P.GYP WOOD WOOD 3.4" 6'-8" WOOD BALCONY S.P.GYP TILE 10 BEDROOM#2 BIFOLD HOLLOW CORE WOOD TILE S.P.GYP. g'_g" HARDWARE SHALL BE SUBMITTED T 'ENGINEER FOR APPROVAL 7 0^ 6-8^ WOOD WOOD CLOSET BEDROOM 1 S.P.GYP WOOD WOOD ALL CLOSET AND BATH DOOR SHALL BE OPERABLE FROM BOTH SIDES IN CASE OF EMERGENCY CLOSET BEDROOM 2 S.P.GYP WOOD S.P. GYP. g'_g" ALL EXTERIOR DOOR SHALL BE IMPACT RESISTANT. GARAGE WOOD S.P.GYP. 9'-8" S.P.GYP WOOD CONCR. S.P.GYP. 10'-0" CLOSET LIVING ROOM S.P.GYP wnnn 1A�l1/lIl A-7 s I i W O cn CIO M V) f7 M r = nai n a a o A n = - �- � c n W rD ter•, O in p a - - ° ro rD - rD 1° c� ro .n � fD of fD rb rD r' C 3 n A ^ � c rD -°. O O• o II, — T 3 O 3 c c < rD N N 7 rD n a> Q � rD - M O CL °' c. O rD N Q C rD rD rr < = n, t rD rD cn rD — N rD n rD C n w, �- rD C 6 �; n rD•a S c 3 rD c rV°, rD, �' rD r n ^ c to rD n,, 6 �' a o O O c C 2_ rD _r C rt Q. rD in < 3.0 3 rD O C O = O O a rD ? O :3 N C In C M rD• � N• � p) �D N W ry cD � O O m �. N O- t W-B-400 � W o � � o v ) d E \ / « G $ ■ | s | ■ ■ � CL \\ a \ 7 { \/ � 7E / \ \ \ / - - ) 28 ` f � / / / \ , - 0 - .[ / u