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5788 SW 77 TERR_EB-11-072 4)1-0 CITY OF SOUTH MIAMI �,,,�\ ENVIRONMENTAL REVIEW & PRESERVATION E A To: Chair & Members Date: November 15, 20.11 Environmental Review & Preservation �Ard Tuesday 8:30 a.m. Via: Christopher Brimo, AICP, Director Re: ERPB-11-072 Planning and Zoning Department Second Review From: Lourdes Calbrera- errlandez, LEED AP . Request: New Construction Principal Planner I (Final —Two Story) ERPB Applicant:...............................Pedro Infante Property Owner:...............................GOT Properties, LLC Folio Number:.........................................09-4036-7020-0280 Property Address:............................5788 SW 77 Terrace, South Miami, FL 33143 Zoning District:.................................RS-Y Medium Lot Single-Family Residential District Adjacent Zoning:...............................RS-3 (North, South, East and West) Future Land Use Category:...................Single Family Residential (Two-Story) Building Use:....................................Single-Family Residence Flood Zone:......................................"X" Zone (Not a flood zone) Background: On October 4, 2011, the application's first appearance before the Environmental. Review and Preservation Board (ERPB) was granted preliminary approval as presented for the new construction of the two-story building. Furthermore, staff conditions from the preliminary report have been addressed as follows: 1) Meet requirements as set forth in the Adopted Stormwater Ordinance No. 06-07- 1907; Attached City of South Miami Stromwater Transmittal Notification, dated November 3, 2011 and Ordinance No. 06-07-1907. 2) Meet requirements as set forth in Section 20-3.5(H) Dimensional Requirements (Two- . Story); Please refer to the section of this report entitled Site Plan and Building Analysis for additional Information and attached Sheet A-1 for zoning notes. 3) Prior to final ERPB to indicate on the plans the following: • the location of the water line and sanitary sewer connection; Refer to the Site Plan, sheet A-1. • grade and the average height between the high and low points of a pitched roof, Refer to the Elevations, sheet A-4 and A-5. • required setbacks for the proposed swimming pool, Refer to the Site Plan, sheet A-1. • the location of the swimming pool deck; Refer to the Site Plan, sheet A-1. • minimum required five feet minimum side setback dimensions of the condensing units and swimming pool equipment; and, Refer to the Site Plan, sheet A-1. ■ a 50% minimum green space required at the front yard. Refer to the Site Plan, sheet A-1. 5788 SW 77 Terrace ERPB-11-072 presented on November 15, 2011 New Construction: Final —Two Story Page 2 of 4 4) Applicant to submit a colored rendering prior to final ERPB; Colored rendering attached (Cover Sheet A-0). 5) Applicant to submit the landscape plan prepared by a registered Florida Landscape Architect prior to final ERPB; Landscape Plans attached, Sheet L-1 and L-2, prepared by Ben Green, Registered Landscape Architect; and, 6) Applicant to submit the engineering plans prior to final ERPB; At this time, the applicant has also submitted the attached Mechanical, Electrical, Plumbing, and Structural plans for final review by the ERPB. Legal Description: The West 80 feet of Lot 4, in Block 4, of FAIRGLADE PARK, a subdivision according to the Plat thereof, as recorded in Plat Book 45 at Page 80 of the Public records of Dade County, Florida, now known as Miami-Dade County, Florida. Boundary Survey: See attached Boundary Survey signed and sealed by the professional surveyors, and mapper, Waldo F. Paez, P.S.M., for the firm Delta Surveyors, Inc., dated July 12, 2011. The subject property is a corner lot located on the south east corner of SW 58 Ave and SW 77 Terrace, and abuts the right-of-way; SW 78 Street (Brown Drive). The Boundary Survey indicates an existing one story residence with a wooden deck and swimming pool at the rear yard of the subject property. The Survey also indicates the existence trees, palms and physical barriers. Benchmark elevations are labeled throughout the site. Zoning District: "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 moderately spacious 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 attached boundary survey indicates an existing one-story residence, which the property owner intends to demolish in order to construct a new two- story single family residence. The subject property fronts SW 77th Terrace with a lot frontage of 80.00 feet in width, which complies with the current 75 feet minimum lot frontage requirements set forth in the RS-3 zoning district. The property depth consists of 143.88 feet on the east side of the property and the same 143.88 feet on the west side of the property with a lot size of 11,376 square feet exceeding the 10,000 square feet minimum lot size net area set forth in the RS-3 zoning district, Section 20-3.5, Dimensional Requirements Single Family Districts, Land Development Code. Landscape Plan: On October 10, 2011, the applicant filed an application for tree removal with the Planning and Zoning Department. The applicant has obtained approval with conditions to remove the following trees; three Cluster of Palm Trees, three Palm Trees, one Banana Tree, One Fishtail Palm Tree, one Mango Tree, one Palmetto Palm Tree and one White Cordia Tree. As noted, the removal of the trees listed above will require a total of two (2) replacement trees and must be Native Hardwood;, Florida Fancy Number 1 with a minimum height of 18'-0". As required, the Proposed Landscape Plan, sheet L-1 and L-2, are signed and sealed by a Landscape Architect. The newly proposed landscape plan complies with the tree removal permit 5788 SW 77 Terrace ERPB-11-072 presented on November 15, 2011 New Construction: Final —Two Story Page 3 of 4 conditions. Please refer to the attached Landscape Plan that illustrates the existing and proposed trees, including the mitigation. It is important that the existing trees be protected during construction. Site Plan and Building Analysis: The proposed two-story building faces north; the same orientation as the building's pedestrian and vehicular access which is from SW 77th Terrace. The Site Plan, sheet A-1, illustrates the proposed two-story building with a swimming pool and driveway. It is important to note the articulation and scale in each of the building's facades; particularly due to the highly visible location of this site, which has three abutting rights-of-way. Other design principles to be considered by the ERPB include but are not limited to scale, color, texture, appropriateness, and aesthetic quality of all proposed buildings and other structures. The building dimensional requirements for Single-Family Residential Districts Two-Story are guided by Section 20-3.5(H), Land Development Code. The zoning calculations provided on the site plan show a proposed total lot size of 11,376 square feet, exceeding the minimum total area (10,000 square feet) required by the Land Development Code. The proposed building coverage (3,175 square feet building coverage) does not exceed the maximum allowable building coverage (3,412 square feet or 30%). The proposed first and second floor building coverage, totals 4,987 square feet, which does not exceed the maximum allowable building FAR of 0.45 or 5,119 square feet; Table 2, Section (C)(11) titled Development Standards, Land Development Code. The proposed impervious coverage includes the building, swimming pool and deck, driveway, and all impervious surfaces. The calculation provided for total proposed impervious surfaces (4,514 square feet) does not exceed the 0.40 maximum impervious coverage allowed (4,550 square feet). Elevations: The building finishes and materials are noted on the elevations, sheet number A-4. The newly proposed includes standing seam metal roof, impact resistant windows and doors, decorative precast bracket, decorative out-lookers, and has been designed with smooth stucco finish walls and smooth stucco siding walls. Also, the applicant has selected the exterior paint colors by Benjamin Moore; OC-103 Antique Yellow and OC-63 Winter Snow. Actual paint and roof color sample will be presented at the ERPB meeting. Development Review Committee: The Development Review Committee (DRC), met on September 27, 2011 with the applicant. The committee is composed of representatives from the Building, Code Enforcement, Police, Public Works and Planning and Zoning Departments. The committee discussed the newly proposed two-story building, proposed site plan, and landscape. The Building Department commented that the newly proposed house comply with the Florida Building Code. For example, shop drawings for the newly proposed stair railing, illustrated on Sheet A-3, are required. The Public Works Department comments attached, Code Enforcement and Police were not present at the meeting. Furthermore, the Planning and Zoning Department noted the applicant has filed an Application for tree removal with the Planning and Zoning Department. Also, staff has provided comments which have been noted as conditions, relating to the information provided and in compliance with the Land Development Code and are a part of this report. 5788 SW 77 Terrace ERPB-11-072 presented on November 15, 2011 New Construction: Final —Two Story Page 4 of 4 Recommendation: Final Approval with the following conditions: 1) Meet requirements as set forth in the Adopted Stormwater Ordinance No. 06-07-1907; 2) Meet requirements as set forth in Section 20-3.5(H) Dimensional Requirements (Two- Story); 3) Existing trees must be protected during construction; and, 4) Any comments and/or suggestions from the Board. Attachments: • City of South Miami Stromwater Transmittal Notification, dated November 3, 2011 and Ordinance No. 06-07-1907. • Boundary Survey, dated July 11, 2011 • Colored Rendering - Cover Sheet A-0 • Architectural plans prepared by-Miguel A. Gonzalez, Architect: . ■ A-1 Site Plan ■ A-2 First Floor Plan ■ A-3 Second Floor Plan ■ A-4 Front and Rear Elevations ■ A-5 Left Side and Right Side Elevations ■ L-1 Landscaping Plan ■ L-2 Landscaping Plan ■ S-1 thru S-7 Structural Plans ■ E-1 thru E-3 Electrical Plans ■ M-1 and M-2 Mechanical Plans ■ P-1 P-2, and SPA Plumbing Plans and Site Plan MP-1 Mechanical On file from Preliminary ERPB Submittal on October 4, 2011: • ERPB Application, dated September 20, 2011 • Fee Schedule, Part 1 of 4, dated September 22, 2011 • Miami-Dade Property Information • Exterior Paint: OCA 03 Antique Yellow and OC-63 Winter Snow by Benjamin Moore LCHY:\ERPB\ERPB Agendas\2011 ERPB AGENDAS\ERPB - November 15, 2011\ERPB- 11-072 - two story FINAL.doc sour South Miami 9 AI-AmerIM City • INCORPORATED • CITY OF SOUTH MIAMI . ��o 2 PLANNING & ZONING DEPARTMENT STORMWATER ORDINANCE 2001 To: Pedro Infante From: Christopher Brimo, AICP, Planning and Zoning 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 N&arclgi 6 2007, . Therefore, I hereby acknowledge that I am in receipt of the Stormwater Ordinance #06-07-1907. Agreed & Accepted: A plicant Name (Please print) Address of Development _ T4 .q1z6C)f, /PC-. 74c�'O 3u-) 1;_7 '&L;6 1pa me Address of Company November 3, 2011 Date November 3, 2011 Christopb4dr Brimo, AICP Date Planning and Zoning Director YAStormwater Ordinance Transmittals\Stormwater Ordinance Transmittal Letter.doc ORDINANCE NO. 06-07-1907 A_N ORDINANCE OF THE MAYOR AND CITY COI MISSION OF THE CITY OF SOUTH XMI.A' U, FLORIDA, RELATING TO{ DRAINAGE; At' MNDING SECTION 20-4.7 OF THE CITY'S LAND DEVELOPMENT CODE IN ORDER TO CORRECT TB E TITLE TO REFLECT "lylllV'TtiMIUM STANDARDS" FOR ALL CONSTRUCTION AND NOT JUST 7[9.FNTWM, G MI Tt"+T14iMI HOUSING STANDARDS; MOD.DY.ING SUBSECTION (C) 13.4 ORDER TO SPECMCALL Y REQUIRE ALL PROPERTIES TO RETAIN STORIN NAT ER DRAINAGE ON SITE SO AS TO PREVENT DEVELOPMENT 'THAT WOULD RESULT IN CONTRIBUTING TO OR CAUSING RECURRENT PONDING ON ADJ0MI NG FROP.ERTI"ES OR PUBLIC RIGHTS-OF-WAY; AND FLINUNATING SUBSECTION, (J) ENTITLED "CERTUTCATE OF OCCUPANCY RELATING TO REHABILITATION AREAS AS NO SUCH CERTIFICATE IS USED L I THE CITY, AND AS REHABILITATION AREA IS NOT DEFINED; PROVIDING FOR SEVERA.BILITY, 'ORDINANCES IN CONFLICT,AND ANN EFI'ECTIVE 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 of; 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 zvas # governed by the South Florida Building Code, which code required individual property Dinners to maintain all rain run.-off on their property;and, WHEREAS, flooding is a major issue in the state of Florida and specifically a major issue for the general health, welfare and safety of the residents and businesses of 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 i WHEREAS, at its January 16, 2007 rneetina the Planning Board, after public hearing, adopted a motion by a vote of 4 ayes and 2 nays (-Ms. Yates, Nfs. Beckman) recommending denial of the proposed amendments; and Additions shown by underlining and deletions shown by Page 1 of 4 p 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 storrnwater 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; W.EMR. AS, the Mayor and City Commission also seek to delete superfluous subsection(J)relating io rehabilitation areas as no such areas exist in the city. NOW, THEREFORE, BE IT ORDAINED BY THE MAYOR AND CITY COMAUSSION OF THE CITY OF SOUTH MIAIVLI,FLORIDA: Section 1. Section 20-4.7(C)(4)is amended to reads as follows: 20-4.7 Minimum h6usin standards. (C) F-tterior Property Areas. (4) Stormwater Drainage. Stormwater contributing or causing recurrent or eifee&4ve pomdig shall be eliminated through proper fiIiin�. ei�, evafing, drainage, or grading of the site. The ground shall be graded away fa- m 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. '1'ropert- owners shall be required to maintain adequate sw-ales. French drains. or other. mechanisms to ensure that storrnwater does not drain.onto adjoining properties or public rights-of--wad In all new construction. .or aadditia any significant addition that results in changes to the elevation of the site that would result in runoff to adjacent arooerties or the right-of-way made after March G. 20)7 . failure to corr€pty with this subsection shall result in the denial of a certificate of occupancy or certificate of use until such time as sufficient proof is provided to the City Building,Planrf g 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 causing recurrent ponding to adjoining prop rt es)or public rights-of tivay. ¢ GeEtiffleate of oeeap Reserved Additiones s own by underliain and deletions shown 1Z}'e Pape 2 of 4 Ord. No. 06-07-1907 (3) r `, L.,, , tjY ' - .•v to be «."late as less . . bui4 ing ;used ft.. hob tats _ _area A "a:gnate'l•�1��IG"rreia es Lw G'L1"ia1:ili1a'1' ,��•,�., ,�,.t:f~,.ata�i-@c$��?e`s.T}8�:-�t-��"�'��ilf�tR$ t h rimed ter aWbuilding,eyed h E7 i._ tt es that the building part thef e habitatieff eeEfeEw'a r ' 7 an`r y as the, sig - r r*the . (b) The eapy ef'the f4o.7a shall.be ., s by a etiee n ..:lea ly.along t e-auen ion-eF the ad&eSse of the ielar7i.ettine a lh-Bit-:-A cr kxpdardys i . f @f 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 di: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 4 day of ;) C ,k _-, 2007. .1'I"CI ST: APPROVED: C l' ERK MAYOR t'Reading-- 2/2 0/, ! 2R'Reading— 3/6/07 Additions shown by underlinin and deletions shown by eve ^' g. Ord. No. 06-07-1907 (4) COMMISSION VOTE: 5_0 READ AND APPROVED AS TO FORINI: 1dayor Feliu: Yea Vice Mayor Wiscombe: Yea It n t Commissioner Bir{s: Yea Luis F.i.gue coo, Commissioner Palmer: Yea Nagilf Gallop Figueredo,Y.A. Commissioner Beck-man: Yea " Office of City Attorney P:tCorm.Iteinsl?0OM-6-OTTB-07-01 LDC,mend 20-4.?S-ton,mater OM.doc Additions shown byundgr inin, and de'etions shown by overstrikkig: pPfaJ�;( CITY OF SOUTH MIAMI v�,_ LK ENVIRONMENTAL REVIEW & PRESERVATION BOA To: Chair & Members Date: October 4, 2011 Environmental Review & Preservation Bo Tuesday 8:30 a.m. Via: Christopher Brimo, AICP, Director Re: ERPB-11-072 Planning and Zoning Department First Review From: Lourdes Cabrera-Hernandez, LEED AP Request: New Construction Principal Planner (Preliminary—Two Story) VV ERPB Applicant:................................Pedro Infante Property Owner:...............................GOT Properties, LLC Folio Number:.........................................09-4036-020-0280 Property Address:............................5788 SW 77 Terrace, South Miami, FL 33143 Zoning District:.................................RS-Y Medium Lot Single-Family Residential District Adjacent Zoning:...............................RS-3 (North, South, East and West) Future Land Use Category:..................Single Family Residential (Two-Story) Building Use:....................................Single-Family Residence Flood Zone:......................................."X" Zone (Not a flood zone) Legal Description: The West 80 feet of Lot 4, in Block 4, of FAIRGLADE PARK, a subdivision according to the Plat thereof, as recorded in Plat Book 45 at Page 80 of the Public records of Dade County, Florida, now known as Miami-Dade County, Florida. Boundary Survey: See attached Boundary Survey signed and sealed by the professional surveyors, and mapper, Waldo F. Paez, P.S.M., for the firm Delta Surveyors, Inc., dated July 12, 2011. The subject property is a corner lot located on the south east corner of SW 58 Ave and SW 77 Terrace, and abuts the right-of-way; SW 78 Street (Brown Drive). The Boundary Survey indicates an existing one story residence with a wooden deck and swimming pool at the rear yard of the subject property. The Survey also indicates the existence trees, palms and physical barriers. Benchmark elevations are labeled throughout the site. Zoning District: "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 moderately spacious 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 attached boundary survey indicates an existing one-story residence, which the property owner intends to demolish in order to construct a new two- story single family residence. The subject property fronts SW 77th Terrace with a lot frontage of 80.00 feet in width, which complies with the current 75 feet minimum lot frontage requirements set forth in the RS-3 zoning district. The property depth consists of 143.88 feet on the east side of the property and the same 143.88 feet on the west side of the property with a lot size of 11,376 square feet exceeding the 10,000 square feet minimum lot size net area set forth in the RS-3 zoning district, Section 20-3.5, Dimensional Requirements Single Family Districts, Land Development Code. 5788 SW 77 Terrace ERPB-11-072 presented on October 4, 2011 New Construction: Preliminary—Two Story Page 2 of 3 Landscape Plan: The applicant has filed an Application for tree removal with the Planning and Zoning Department. It is important to note that for final review the applicant must provide landscaping plans prepared by a Florida registered landscape architect. The plans must include the conditions, limitations and/or mitigation noted on the Tree Removal Permit Condition Form. Site Plan and Building Analysis: The proposed two-story building faces north; the same orientation as the building's pedestrian and vehicular access which is from SW 77th Terrace. The Site Plan, sheet A-1, illustrates the proposed two-story building with a swimming pool and driveway. It is important to note the articulation and scale in each of the building's facades; particularly due to the highly visible location of this site, which has three abutting rights-of-way. Other design principles to be considered by the ERPB include but are not limited to scale, color, texture, appropriateness, and aesthetic quality of all proposed buildings and other structures. Furthermore, the location of the water. line and sanitary sewer connection needs to.be indicated on the Site Plan. Also, not included are the five feet minimum side setback dimensions of the two condensing units for the air conditioning and pool equipment. Additional notes need to be included in the final plans and are noted as conditions in this report. The building dimensional requirements for Single-Family Residential Districts Two-Story are guided by Section 20-3.5(H), Land Development Code. The zoning calculations provided on the site plan show a proposed total lot size of 11,376 square feet, exceeding the minimum total area (10,000 square feet) required by the Land Development Code. The proposed building coverage (3,175 square feet building coverage) does not exceed the maximum allowable building coverage (3,412 square feet or 30%). The proposed first and second floor building coverage, totals 4,987 square feet, which does not exceed the maximum allowable building FAR of 0.45 or 5,119 square feet; Table 2, Section (C)(11) titled Development Standards, Land Development Code. The proposed impervious coverage includes the building, swimming pool and deck, driveway, and all impervious surfaces. The calculation provided for total proposed impervious surfaces (4,514 square feet) does not exceed the 0.40 maximum impervious coverage allowed (4,550 square feet). Elevations: The building finishes and materials are noted on the elevations, sheet number A-4. The newly proposed includes standing seam metal roof, impact resistant windows and doors, decorative precast bracket, decorative out-lookers, and has been designed with smooth stucco finish walls and smooth stucco siding walls. The applicant will provide a colored rendering prior to final review from the ERPB. The rendering will include any of the Boards comments from the preliminary review. Furthermore, the applicant has selected the exterior paint colors by Benjamin Moore; OC-103 Antique Yellow and OC-63 Winter Snow. Actual paint and roof color sample will be presented at the ERPB meeting. Development Review Committee: The Development Review Committee (DRC), met on September 27, 2011 with the applicant. The committee is composed of representatives from the Building, Code Enforcement, Police, Public Works and Planning and Zoning Departments. The committee discussed the newly proposed two-story building, proposed site plan, and landscape. The Building Department commented that the newly proposed 5788 SW 77 Terrace ERPB-11-072 presented on October 4, 2011 New Construction: Preliminary—Two Story Page 3 of 3 house comply with the Florida Building Code. For example, shop drawings for the newly proposed stair railing, illustrated on Sheet A-3, are required. The Public Works Department comments attached, Code Enforcement and Police were not present at the meeting. Furthermore, the Planning and Zoning Department noted the applicant has filed_ an Application for tree removal with the Planning and Zoning Department. Also, staff has provided comments which have been noted as conditions, relating to the information provided and in compliance with the Land Development Code and are a part of this report. Recommendation: Preliminary Approval with the following conditions: 1) Meet requirements as set forth in the Adopted Stormwater Ordinance No. 06-07-1907; 2) Meet requirements as set forth in Section 20-3.5(H) Dimensional Requirements (Two- Story); 3) Prior to final ERPB to indicate on the plans the following: ■ the location of the water line and sanitary sewer connection; ■ grade and the average height between the high and low points of a pitched roof; ■ required setbacks for the proposed swimming pool; ■ the location of the swimming pool deck; ■ minimum required five feet minimum side setback dimensions of the condensing units and swimming pool equipment; and, ■ a 50% minimum green space required at the front yard. 4) Applicant to submit a colored rendering prior to final ERPB; 5) Applicant to submit the landscape plan prepared by a registered Florida Landscape Architect prior to final ERPB; 6) Applicant to submit the engineering plans prior to final ERPB; and, 7) Any comments and/or suggestions from the Board. Attachments: • ERPB Application, dated September 20, 2011 • Fee Schedule, Part 1 of 4, dated September 22, 2011 • Miami-Dade Property Information • Exterior Paint: OCA 03 Antique Yellow and OC-63 Winter Snow by Benjamin Moore • Boundary Survey, dated July 12, 2011 • Architectural plans prepared by Miguel A. Gonzalez, Architect: ■ A-0 Photographs — Proposed Site and Neighborhood ■ A-1 Site Plan ■ A-2 First Floor Plan ■ A-3 Second Floor Plan ■ A-4 Front and Rear Elevations ■ A-4 Left Side and Right Side Elevations ■ L-1 Landscaping Plan LCHY:\ERPB\ERPB Agendas\2011 ERPB AGENDAS\ERPB - October 4, 2011\ERPB-11- 072 - two story.doc f CITY OF SOUTH MIAMI PLANNING & ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF `"] Q� rZ SOUTH MIAMI, FL JOB: 1 C� PROPERTY ii TEL. ,/� OWNER: _ 1�� L L, C, NO.' _7 G F6 5C� 64 M ADDRESS: t WO J t Ao' a y 1 0 KtAt Ulu 1:;;�t. STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE BUSINESS RETAIL STORE OTHER: OFFICE APARTMENT OR MEDICAL OFFICE AUTO REPAIR TOWNHOUSE BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? a$ �! APPLICANT'S NAME:' TEL NO. ���� �r�6� CELL NO. 7d� ADDRESS: ZQ6 G- ,kq^ �I�, fig$ mb(1�/��.. . 15� 1 31 STREET CITY STATE ZIP �6 p' i WEB ADDRESS: D��� i5 5Co( eAOZ i COM FAX NO: 5 AS THE APPLICANT, INDICATE YOUR RELATIONSHIP TO THIS PROJECT OWNER OF THE PROPERTY TENANT/ CONTRACTOR OTHER: LESSEE OWNER OF THE BUSINESS ARCHITECT ENGINEER INDICATE CONTACT PERSON ERPB's decision will be mailed to the contact person indicated below): PROPERTY OWNER .y, LICA T W& OT R rovid a and dress) ° 0, 11 I� I A P INT YOUR NAME DATE Y:\ERPB\ERPB Applicatio \ERPB Application Form REVISED.FOR-201 1.doc 4 Part 1 of 4 City of South Miami, Florida PLANNING AND ZONING DEPARTMENT APPLICATION,MISCELLANEOUS AND DOCUMENT FEES DATE: 9-2 Z : / 0 CHECK NO: NAME: Q 1 I � ADDRESS: PHONE NO: ?jam 7 D 11L 03.41.300 ERPB HEARING FEES Environmental Revi reservation Board (T AL) Applications for n const�ew on in the RS and RT zoning districts Single dwelling All other applicati cons truction($900);Renovation($450); Signs($225 for first sign,$50 for each additional sign);Revisions, fences,walls,etc. ($225) For each additional appearance before the Board($150) Appeal ERPB decision($100) VARIANCE,FIRST REQUEST 02.19.161 Advertisement and Notice Fees ...:.............................. ($1,500) 03.41.200 Admin Fee............................................................. ($1,500) (TOTAL$3,000) EACH ADDITIONAL VARIANCE REQUEST............. ($1,125) SPECIAL USE/SPECIAL EXCEPTION 02.19.161 Advertisement and Notice Fees ................................... ($1,500) 03.41.200 Admin Fee............................................................. ($1,500) (TOTAL$3,000) 03.41.200 EACH EXTENSION REQUEST FOR VARIANCE,SPECIAL USE OR SPECIAL EXCEPTION ......................................($500) 02.19.161 REZONING APPLICATION 10 acres or less($6,000) More than 10 acres($20,250) LDC TEXT AMENDMENT I(General standards,misc. provisions) 02.19.161 Advertisement and Notice Fees....................................($1,500) 03.41.200 Admin Fee............................................................... ($1,500) (TOTAL$3,000) LDC TEXT AMENDMENT II(Change Permitted Use Schedule) 02.19.161 Advertisement and Notice Fees....................................($1,500) 03.41.200 Admin Fee.................................................................($49500) (TOTAL$6,000) PUD/MAJOR CHANGE 02.19.161 Advertisement and Notice Fees......... ......................... ($1,500) 03.41.200 Admin Fee.................................... .........................($3,750) (TOTAL$5,250) 03.41.200 PUD MINOR CHANGE AdminFee ............................................................. ($1,500) GRAND TOTAL X:\Forms\Receipt fonns\RECEIPT FORM Part 1 1-4-1 t.doc Ordinance No.04-11-2077,adopted 1-4-11 ,..•: White copy to Planning; Pink copy to Customer; Yellow copy to Finance Miami-Dade My Home Page 1 of 2 �r My Home < MIAMI DADE Show Me: Property Information Legend _.. ._... Search By � Property Select Item s+ .�eTH Tfs, Boundary t _ • g �'�- Selected Property Text only Property Appraiser Tax Estimator ' ¢` Street Property Appraiser Tax 1E Highway Comparison SN?711ti Miami-Dade County ,.i Summary Details: Water Folio No.: 09-4036-020-0280 $R© gR Property: 788 SW 77 TER a Mailing BARBARA BUCKLEY Address: WE 788 SW 77 TERR MIAMI FL 33143-5411 Property Information: 0800 SINGLE FAMILY Primary Zone: RESIDENCE 0001 RESIDENTIAL- CLUC: SINGLE FAMILY Beds/Baths: 2/1 E Floors: 1 Living Units: 1r` d'Sq Footage:11,201 Lot Size: 111,520 SQ FT 0 115 ft ear Built: 1949 Aerial Photography-2009 6 54 40.26 AC FAIRGLADE PARK PB Legal 5-80 W80FT OF LOT 4 BLK 4 LOT SIZE 80.000 Description:' 144 OR 17776-3549 My Home Property Information I Property Taxes I 0797 4 COC 23341-2667 1 My Neighborhood I Property Appraiser 11 2004 4 Home I Using Our Site I Phone Directory I Privacy I Disclaimer Assessment Information: Year: 2011 1 2010 - Land Value: $172,800 $187,200 Building Value: $114,208 $114,281 If you experience technical difficulties with the Property Information application, Market Value: $287,008 $301,481 or wish to send us your comments,questions or suggestions Assessed Value: $287,008 $172,964 please email us at Webmaster. Exemption Information: ear: 2011 2010 Homestead: $0 $25,000 Web Site 2nd Homestead: NO YES O 2002 Miami-Dade County. All rights reserved. Senior $0 $50,000 Taxable Value Information: Year: 2011 2010 Applied Applied Taxing Authority: Exemption/ Exemption/ Taxable Taxable Value: Value: Regional: $0/$287,008 $50 000/ $122,964 County:. $0/$287,008 $$722,,964 1 664! City: $0/$287,008 $100,000/ $72,964 School Board: $0/$287,008 $25.000/ $147,964 Sale Information: Sale Date: 11/2004 Cal.A­­t- Ptn ' _______— _-- l7/7Q/7n� SF_P-119-i'( IA 17)'::`.15 F-roni:SOITH MIAMI PW 33005566687208 To:93056687356 Page:1"1 1 Page 1 of 4 ............. o F=rom: Kobola, Slaven ye(nt' Tuesday, Septernber 27, 2011 11:05 AM To: Gal:!rera, Lourdes Cc: Ng, Keith Subject: RE: DRC Meeting TOMORROW . L.I�Ci f-Cif' , I hate rovk�wcd the plans today at about 10:00 AM. find the follovilncg comments by me, as the representative of the City of South Miami Public Works and Engineering Department (CSMPWED), in regard to the reviewed plans for the DRC on 9/27/201:1, ?:0015M, 1. MANOR LANE LINEAR DARK 1..1. No drainage plans have been provided. As such, GSMPWED cannot comment on the appropriateness of any of the drainage structures that will be installed, if any. ).2.. Provided that the plan(s) define rather extensive number of plants to be removed and planted, inclUding any associated landscaping work and features, I suggest that Mr. Doug B,ako.r, City Arborist, be involved. Also note that the landscaping may involve certain drainage features, as it may be advised by Mr. Baker, which have not been provided, as described above. 1.3'. SW 621 AVENUE has been mislabeled as SW 63 STREET. This shall be corrected, as it currently shows a wrong location. 2. NEW RESIDENCE AT 5788 SW 77 TERRACE 2.1. Aside of the note that all water has to be retained on the property, there was no drainage plans provided, As such, GSMPWED cannot comment on the appropriateness of any of the drainage, structures that will be installed, if any. slavem C I taBa GIa Coordinator Please consider the environment, p. L PRINT ONLY IF NECESSARY. City >>;`iuutli hiurni UJ1NW.5niAllnli ini fl•.OV Frogn. Cabrera, Lourdes Scnit: Tuesday, S eptember 27, 2011 10:44 AM To: !Kobola, Yaven Subject: RE: DRC Meeting TOMORROW Slaver, anytirne the}Mans,are available for your use. Lots.rden Cabrera-Hernandez, LEED AP Prirlc ipal Planner • 1 a d , � •.� �,✓ 1.yc il��- � `I��+� " �� �/ � �;, � �is � Y , oil ! iii*►t1 �t :-�i/� / �� 1 vir-11 -WW MR LIM& I Sac AD �?�� '."�` ,•p it i� � i/aY••-M �' , eta, , �r ;- _ � _ �� �' ►'�: � IJ _ ��' �I I � a� • r �' �� :a. •- nay. - V 'H� TY �►' t "- • e Y w�ai _ .tea a1/[gar.' - - ►t' - i �l:.S• t d -.- G , , �� "`i.. �- .s^ � 1 r 't� v� .� •�` f"li.`o; �rrA �^�G" r ������Jj „m•,d r - "1 Y Y a .sac: BOUNDARY SURVEY oJ, :�t v; v° U GRAPHIC SCALE °° C: ® QD ° 20 0 10 20 40 80 00 7 �co W Q LJi Q ( IN FEET ) ° 1 inch = 20 ft. ® LOCATION SKETCH 4) i > , I NOT TO SCALE 0 °° LEGAL DESCRIPTION: The West 80 feet of Lot 4, in Block 4, of FAIRGLADE PARK, a subdivision according to the Plat thereof, as recorded in Plat Book 45 at Page 80 of the Public Records of Dade County, Florida, now o0 o °o known as Miami–Dade County, Florida. 0 0° SURVEY FOR: 578E SW 77TH TERRACE ° °°® Lo o° MIAMI, FLORIDA 33143 ° 3: N caGn I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property was completed under my °° N o Found Nail and supervision and/or direction, to the best of my knowledge and belief. This survey meets or exceeds the me Ln ° Manhole Roof Disc Set Nail and Minimum.Technical Standards set forth by the Florida Board of Land Surveyors in Chapter 5J-17 Florida o° Set Nail and 50 TOTAL RIGHT OF–WAY Disc #3284 Administrative Code. Pursuant to Section 472.027, Florida Statutes. z �Q3 :��0 Disc #3284 Vice Pavement 1L ® o centerline„. DELTA SURVEYORS, INC. •` ;CARROTWOOD - ,Found Straddle Diameter:3o” S. W 77th Ter c c e (PK Nail) Height..2 DELTA SURVEYORS, INC. n � a Spread:3 .. .':o PALM CHINESE FAN °v — 13052 SW 133RD COURT JI I (Basis of �earing) Parkway N Diameter:24" MIAMI. FLORIDA 33186 WALDO F. PAEZ DATE SIGNED: °o° Cap �° I -' a N 89°59'45° E 80.00' Height:35'± PROFESSIONAL SURVEYOR AND MAPPER' ound Y2 Pipe Set / Reber ,0 Spread:15'± N0. 3284 ° ° °° No Identification Ca 3284_ 1 _ _ CERTIFICATE OF AUTHORIZATION STATE OF FLORIDA ° °° 3.7 WHITE cDRDIA L.B. NO. 3386 Diameter 36"36" �Set 6" Spike STATE OF FLORIDA ° I X Height25't on Tree Root I I1\ a – Spread:36'± Top of Nail on Line 305-253-0909 f 2 °° Set Nail and. 1 �I FAX: 305-253-0933 a o°o a rn m n U v N Disc #3284 �� ,.5.00' 2'3 "1 1.6' STEPS I FLOOD ZONE: X PANEL NO. 12086CO458 L Surveyors, °o Land Planners PALM ENTRY COMMUNITY NO. 120650 DATE OF MAP: 9-11-09 & Mo ers Diameter:6" 9.88 2)THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN pp He'gnt:3o't THE PUBLIC RECORDS OF THIS COUNTY ��, Spreod:l0'f RD o 34.70' ; CARROTwOOD r' I 3)EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, Diameter 36" 11 7 One Story Residence n AFFECTING PROPERTY ` .Hei hh35't 5788 S.W. 77th Terrace °� T 9 2.00' CO 4) THIS CERTIFICATION IS ONLY FOR THE LANDS AS DESCRIBED, IT IS NOT A CERTIFICATION OF TITLE, ZONING, Spread:3D'± 25, 3' o Finish Floor Elev.=+11.90' m EASEMENTS, OR FREEEDOM OF ENCUMBRANCES. ABSTRACT NOT REVIEWED w 5)LOCATION AND IDENTIFICATION OF UTILITILIES, IF ANY ARE SHOWN IN ACCORDANCE WITH RECORDED PLAT Q 8.25' 44.95' 9.79' 25.26' X10.1' 3.x5' 2&9' 6)OWNERSHIP IS SUBJECT TO OPINION OF TITLE > PAM sc D w 0 7)TYPE OF SURVEY: BOUNDARY SURVEY �� Diometer:8° Y ATI WIT ETAL oF– I 8)THE HEREIN CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE SHOWN LEGAL �.:,•::'. Q.. Height:30'± I o I DESCRIPTION: PROVIDED BY CLIENT }' Spread:10't PALMETTO 9)SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID AND FOR REFERENCE ONLY, UNLESS O Diameter:lz" I PALM r°� - SIGNED AND SEALED WITH THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER Q o M Height 20't 'i Diameter 8" LLI �. '::.-�, AK t^ Spread:l0'f Height:15'± I 10)THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. Diameter 24" I J �� spread:10't L°u THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTIES + C9' Height:35t BANANA 3 Cluster of 11)UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON, CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY 00 .:..`(� Spread:35't �`L 3"PALMS k I w FISHTAIL PALM x FISHTAIL PALMS = DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO J. L'-i I o i ANY DEVIATION FROM UTILITIES SHOWN HEREON. p' o PALM j o 8 12)THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF FENCES. MEASUREMENTS SHOWN HEREON ° a _U DEPICT PHYSICAL LOCATION OF FENCE O I KPOC 1 MANGO I ° o, 0 o _ 3)ACCURACY: THE EXPECTED USE OF LAND AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS (5J-17 n, Diameter. Height:: 08" O I . THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THE TYPE OF BOUNDARY SURVEY IS Hetgnt3o't Heignt:4 � �� z �.-'- FAC), IS "SURBURBAN" p FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED z GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT UMBRELLA 1-0.7'H n wall 14)IN SOME INSTANCES, GRAPHIC REPRESENTATIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE n Diameters' g v I RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. IN ALL CASES, DIMENSIONS SHOWN . Height:35'± q POOL ? SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. Spread:15'f s 15)NO ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDATION BENEATH THE SURFACE OF THE GROUND. 16)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK ON THE HEREIN DESCRIBED PARCEL FOR n 0.2� – 17 .457' I BUILDING AND ZONING INFORMATION. _o IF- 17) ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES w Chain Link Fence (bad shape) 05i IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES w < — -- � � o —,Lx— Set Nail and �� FUTILITY IF ELEVATIONS ARE SHOWN, THEY ARE BASED ON A CLOSED LEVEL LOOP USING THIRD ORDER DATE: Disc 3284 3 S 90°00'00" E 80.0 ' PALMETTO °o PROCEDURE AND ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. # Found /4 Pipe .,oAK o o° POLE 0.0 DENOTES EXISTING ELEVATION 07-11-2011 14't Parkway Diameter.10" I' No Identification, y o r.,: .-,.. .. ..,Diameter.24 Height:20'± c� ELEVATION REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF MEAN SEA LEVEL OF 1929 SCALE: Spread: 13,± Pavement � Spread:10'± — – BENCHMARK: SC-50 ELEVATION: +9.31' _ Spread Sot LOCATOR INDEX: 4005 S 1"–20' centerline �, o, — DRAWN BY: �.. 'BROWN DRIVE' BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N 89 59'45"E FOR THE SOUTH RIGHT OF WAY M.A.B. 40' TOTAL RIGHT–OF–WAY LINE OF 77TH TERREACE DRAWING NO: FIELD SURVEY DATE: 7-11-11 SCALE: 1' = 20' DRAWN BY: M.A.B. SEAL 11 0390 Y r — — — — — --- --- --- --- ----- — --- --- — ---- --- --- –i DRAWING DATE: 7-12-11 FB: SKETCH DRAWING NO.: 11-0390 CERTIFY TO: GOT PROPERTIES LLC TITLE SERVICES OF D'ADE COUNTY; INC. 1OF1 FIDELITY NATIONAL TITLE INSURANCE COMPANY HISTORY OF GRAINND e9UFa DEBDUPnON DATE OF IE6U® ARCHITECT'S NOTE GENERAL NOTES: =1 R QRESB =FT'J•MR TO THE BEST OF MT PROFESSIONAL r.NOM_EDGE.THE I.-All Wcod in Contact With masonry or concrete shall be pressure OONOTRLCTM STRUCTURAL DESIGN COMPLIES WITH THE APPLICABLE treated. Im T'FIB GRAM SAND SECTIONS CP THE FLORIDA BUILDING CODE AND ALL -�' DADE COUNTY APPLICABLE CODES. 2.- Truss manufacturer shall submit shop drawings,or design and REVISION BY layout(sealed by Registered Engineer)to Engineer/Architect FIN.GRADE. MEANS AND METHODS OF CONSTRUCTION AND SAFETY J'%e'F'.T.UO.JlCo OS' 13ra'iHICK CCNC.PAVER Fore royal riot to fabrics tlon FETAL AIRRR.IG I3 rrOt1 ANCHOr�To CGNG uv\ � PRECAUTION APE THE RESPONSIBILITIES OF THE CWTRACTOR approval p a+AraeLS In'PLYUtDOe BOTTOTI C1JOfA KeoLro.e•oa e• \ 40000 - - MOBTA/a AT 3: Hvac Subcontractor shall submit shop drawings,or design and TTP CEILIPG FROM rOP r 901TGF1 //�/ • W;:;� _ - I� r mvIMETE¢ THE CONTRACTOR IS TO BE RESPONSIBLE FOR HIS OR HERS layout(sealed by Registered Engineer)to Architect/Engineer INS LATIOn MAX EMPLOYEE'S NEGLIGENT ACTS,E@¢OBS,OR OMISSIONS. for approval prior to fabrication �e•.a•coNC. 4.- Al l work to be In Full strict accordance and compliance with ECOR neM - - - r.wl is all codes and agencies having Jurisdiction. MOLDM3 L oVERlEAD oAnAOe DooR I 1 1-1 FRE RATEODR LL 5-Written dimensions shall take precedence over scaled dimensions. D THREAD DRnUsLL 5a3•TYPE x• sDFIEys P LOW v THICK cm EO LM,R 6.-Contractor shall thoroughly Familiarize with drawings and DRTwCLL pig DD TRM BASE COInpACTED To ssa scope of work Prior to Commencing work All dimensions shall be HOLD DOWN LATCHES DENSITY rM .I p p g Field verified and the Architect shell be notified prior to 1X4 w/ad C 11MON NAILS 2 0' S5:DENaITi'COI'PACTEO SUS-SASE commencing any work Of any discrepancies between prepared FROM ENDS AND a•C C 2 COAT STUCCO drawings and field condition. _ 'L- All wood bearing partitions to be one hour Fire rated construction. ATTIC ACCESS DETAIL o C 8.-Contractor shall stake out in the field all underground utilities N.T9. GARAGE DOOR DETAIL BR1 1C,< AVE2 DETAIL known or encounter before to beginning excavation. 9.-Contractor shell coordinate all-trades before placing concrete. 0 J 10.-All finished materials shall be class 'C'min.Flame spread. LL J II. Partitions to run from floor to underside OF slabs,joists or W trusses and to consist of wood studs at 16'o.c.with 1/2' 1 gypsum wallboard both sides U.ON. v FrFiy 12.-Complete all bath wall,wallboard behind sinks,lavatories,bathtub, Z LL ,1 T�7'��7)TT� showers,water closets and bidets to be water resistance type. W W 5. 11'. 58th 11 YI IY U15 13.-Contractor shall coordinate thickness or partlaone to OD- _ _ _ _ accommodate mechanical work O 14.- Lumber used for studs In Interior nonbearing partitions shall be Wry gr• Se. -o. 9's, of a stress grade not less than 228 P.S.I.nominal extreme fiber N LaL stress in bending. li IS.- Contractor shall provide continuos caulk and sealant around all O exterior openings to prevent Water penetration and air leakage In accordance with F.B.C. - W 0 r j 16.-General Contractor shall verify with'Flood Control Department' Z V O In Dade County before starting construction. ]-I.- IF any discrepancies are found,stop working immediately and .n notify owner or Architect. b PARKBA)r Q WATER METER �j ZONING NOTES: 143.88' N OO'JO'OO E pESCRiF'TION REQJIRED PROVIDED y SET BACKS I °�� �'b 0b y SOO• �" FRONT(lot FL.) 25'-0' 25'-0' Dopy 4'- HIGH FRONT(2nd FLJ • 46'-8' 'rte �WO D FENCE SIDE o -0'NIGH Z O o'S I O WOOD GATE W/ � SIDE STREET SELF CLOSER AND - - SIDE(2nd FL.) V i LATCHING MECHANISM. REAR(let FL.) 25'-0' REAR(2nd FL.) 52-l' Z Q SWIMMING POOL(REAR) • 12'-b' IS'-1' 4 SWIMMING POOL(SIDE STREET) BLDG.HT. 2 STY-25'-0' = 24'-Il' I.L C _J I I I I A/C IST FL. 2009 S.F. I PORG+I.TERR 690 SF. t N GARAGE = 416 S.F. II I A� A/C 2ND FL. W W " i ---- L-J S=S_ rl I I °'1 .1 1912 OF. H COVERAGE W �7 I 1 H FALSE l I I C� FAR 4 (MAX.) MAX) 5,11S.2 8F. 4,196188F. 438% = LL SWL"!^11NG FOOL 8'-p, _ i t l 1 I �. II ll CHIMNEY Cl _ L � ~ o�hr2 t POOL DECK fl F�, I lr3 ..�' GREEN AREA 60%(MIN.) • 6825h 9F. = 6,922 9F. 603% r 11 BY OTHERS IMPERVIOUS COV. 40%(MAX.) 4550.4 OF. 4,514 OF. 39.'1% NOT 4 PART I I I H I I >' C m 9'-6' °j1 11 LI H 1 1 C FRONT YAfm AREA 1966 9F. W co iH15 PLAN. I I M 11 NG.VD. I 1 I I 1 I 2'x.2'a 2'x.4' FRONT GREEN AREA 5016 OF 1866 8FJ• 933 OF. 450 6F. 1- U O I I II ( SKY L75. _ ❑ �CONG.5iEP 0 16'-O' l-I H 1 460VE I I I I 4TONE5 ON°AND '`� STAIRS I I / LOT COVERAGE 3,115 SF. V v POOL/POOL DECK we SF. S I I i I I I I 1 I �• DRIVEWAY•DECKS 510 SF. ' 11 LI l l I l IMPERVIOUS A 4'0 SAN.LINE e U YrT \� I I I I 11 I O ° AREA 4,514 S.F.= fl II p' TO CITY SEWER 00 5` O i I H I (CONTRACTOR SHALL _ I 'n VERIFY EXIST.CaNECTION O 00 I l i =__ -----_-=-ms`s---- ON SITE) W (� H h • Z C 91 NEW TWO STY. H I l -- I l I l l I TONING LEGEND a �CL85.RES.'5788 H I I �,°•-9' �. j �, SINGLE FAMILY -+r' � I j IO 8 11 I r N.G.VD' I I c0 O BALCONY l I N.G.VD, 11 l l I I ZONING:RS-3 ,� i o,0 I I I H I I Helght -25'-0'(TO AVERAGE OF ROOF) IU 10'-p' IH j I I I O PAVE,6 5 YD Net Land Area -11316 SF. 39'-1' Fi N.G.VD. Il l l 46'-8' 1 I Lot Coverage(everything under roof) -3,115 SF. t �' " r• 1 --C----- -D-_- --❑-- -------------- r- Il SETBACKS: REQ. PROVIDED t..y pti,r., ti• T� , I 1 I _ i I i - FRONT 25'-0' = 25'-0' SIDE 10'-0'MN. I�i'U.G. POOL CU-L CU I __Z___ __�2_=_=__L_ �J _T_=L_____________ l P,b 15'-0'TO 2nd FL. IS'-4'TO 2nd FL. •' ILA µ1 7 WATER M m BIDE STREET 15'-0'MIN.PE SERVICE T 25'-O' d' REAR 25' UG.ELECT. 0'-'----'-'-' •� {t1 C. 91 _ _ o ee adla llac to lake 6t renal to be graded ec ee to prevent direr! ,,-y- Ok Q p i- Ay ELECTRIC - overland discharge of storm water Into lake or canal. '� - w °' --.--.-.---.-.-.--�.-.--.-.-. -.-.--.---- -.--.---.-.� METER AND DISC. iT.e Lot will be raded so as!o prevent direct overland disdvr a or storm Y/�--- - - oy - -------- oy water into aa(jacent property Applicant wnl provide certlnC&tIOM prior _ _ _ _ 9_ 25'-p° + to fine)Inspection. ti p <- -� 1 N - 9J1, ANY APPLICABLE RESOLUTIONS: f 4'-O'NIGH 3'-O'z4'-O'NIGH 143.88 l�T �� 3�rOO r• E UG-.SOO GLS CN.L.GATE W/ C.H.L.FEN(.c GAS TANS NOTICE:c In addition to the re uiramente of this armit,there meV be additional SELF CLOSER AND FROVIDE SHOP restriction applicable to this propw1what me be Found In the public records of this County. Section 553.19(10)Floylda Statutes,Effective 1/10/87 A arate parTnit will be r uired For all driveway approadre Into THERE ARE NOT PERTINENT FEATURES public right of way.Contactlbublles LLbrk DeparmehL ON ADJACENT PROPERTIES AND ACROSS Th of the�ed f of s,w 11 and ede s shall n Seri M of in height whiten DATE 09-19-11 THE STREET THAT MAY AFFECT THE g y y g y SYSTEM INSTALLATION. The height of fences,le belnq measured Form grade,Grade Elevation SCALE AS NOTED 1 �, I r of public eidowelk or crown cif road. JI_ N DRAWING Y.T.SITE I N NOTE: LEG-AL DESG2IPTION: SCALE: Ira 1' D' RETAIN ALL RAIN WATER THE WEST 80 FT OF LOT 4,BLOCK 4 OF TAIRGLADE PARK'SUBDIVISION JOB WITHIN PROPERTY LINES ACCORDING TO THE PLAT THEREOF A5 RECORDED IN PLAT BOOK No.45, AT PAGE 80 TO THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA, SHEET A-1 OF SHEETS HISTORY OF DATE OF DES DPAM OF IBBl1ED RIUPRON ISBU® Q PROGRESS 0 PERMIT . Q CONSTRUCTION R M`0N BY 15 REBAR IN RENFORCEIO GROUTED DELL,(TYPJ - �� TAP P.T.WOOD$-4'FROM M T x MIN.EAN 1-1/4'M GONG. " TAPGON BGREW9 mq•FROM THE END AND•15'O.G.MAX. �_ "':T 2xBRACKING AT ALL RE618TANT GLAZING OR UNDERSIDE OP STRUCTURE CABINET TO PARTITION STORM 8HUTTER5 REQUIRED \_ CONNECTIONS METAL RUNNER(25 GAUGE) WINDOW DUCK DET. W/3/16 DIAM_TAPCONS m 24'O.C.TYP. N.T.S. CABINET LOCATIONS 25 G4GE MTL. STUDS m 24'O.C. 20 GA.METAL STUDS m I6"CC. J INSTALL 2 X 4-MIDPOINT 0 J LL W/'17,SCREWS 36'HIGH ONE LAYER GY115UM WALL BOARD w < © VALUM.RAILING 50TH SIDES U m - BASE AND Z 0:SAFETY GLA55 - j ❑ FLOOR. SEE W W Ix CAT II ROOM FINISH © © © SCHEDULE D N METAL RUNNER(25 GAUGE) �W/3/I6 DIAM.TAPCON5 m 24'O.G.TYP. - LN a 3 BATH 10 � '.. ...-.-. LL co PARTITION WALL ASSEMBLY LU e � H a 12 12 o O TYPICAL SECTION OF STUD SPACING$ �O eCABINETS 4 WALL-HUNG ITEMS Z C7 CL. LIBRARY is 7' Nrs 0 CL. I2 ° m — 0 a ■ ❑ O BEAIHRIFIRE RATED W THIS�FLOOR NOTE: DRYWALL BOTH RATE ALL SHOWERS,TUB-GLA65 ENCLOSURE/ ALL CEILINGS TO BE%'TYPE'X'ALL GLASS 514ALL BE SAFETY GLA55 TYPE II © LIVING RM. `� FOYER `� lO PORCH- CLG'e m OVERHANGS AND TERRACES TO ALL SHOWER AND TUB WALLS W/MARBLE OR BE Ix6 TIG'V'JONI. CERAMIC TILE FULL HT.COMPLY W/12043 FBL. a— N FROVVj Ve'DUROCK FULL HEIGHT. Z c) O 36'NIGH ALUM.RAILING Z LL (SERVES AS HANDRAIL ALSO) �� ❑ 1. ALL EXTFRIOR GLASS WINDCJS AND DOOR5 ARE IMPACT RE5ISTAN7,NO 5HUTTER5 REQUIRED SLOPE A7 OPEN SIDES OF STAIRS 70 � I � B 2. USE CASEMENT SYSTEM FOR ALL WINDCW5 � � r AN REJECT Imp 40 IMPACT INCLUDING DESIGNATED UNITS FOR EGRESS N AND REJECT A 4d OBJECT, Do a e OF N 8 s®n w 0 DINING RM. B O W W 0 - - DOOR SGNEDULE C BA NA TYPE WIDTH HGT. THICK TYPE MATERIAL REMARKS L_ 7H m ip AHU Q 6�_0. 8'_p' ___ SWING ALUM./GLASS U ® 12 � O Q 8'-0' --- ROLL-UP METAL LWL (/) FIJI �' ■ 03 3'-D' 111 SWING WOOD-METAL W"R,FIRE CLOSER r ~ aaaVVV p ® 3'-0' -3iy" SWING METAL T Lo 4,_p• - REP. i DW, D. Q5 6'-0" --- SLIDING ALUM./GLASS --- SLIDING I, 22'-8' 4'-4' 12 - 6._p. 9,_4. 2'-6' --- SWING - Q ll.I RE SLOPE LAUNDRY - -- SLIDING I-%- SWING ® 2'-10'• WOOD 50LID HANDICAPPED Z COVERED © FAMILY FM. 12 2'SLOPE • TERRACE — it 5'-0' 12 2'-6' LOUVERS 9 a PaNr `� GARAGE � 4'•D' � t � a ® 2'_0• 3'-6' 6'- ' 11'-D' Y •ALL WINDOUAS AND EXTERIOR GLASS DOORS i0 BE KITCH N Ip-p IMPACT RESISTANT.PROVIDE SHOP DRAWINGS FOR APPROVALS. LNfVD� , . •ALL SHOVER ENCLOSURES TO BE SAFETY GLA55 CAT.II BB.O, _ N.G.vD. •ALL EXTERIOR GLA55 DOORS TO BE SAFETY GLASS CAT,Ii(WHITE FRAME ALL EXTERIOR DOORS) L?:.WINDOW SGNEDULE POOL CU"1 CU"1 O e EGRESS 1 EQUIPMENT �L MARK CODE UNIT SIZE TYPE MAT. REMARGS 10-p• © ® WIDTH HEIGHT N\' U to O 24 31• S0 era' CASEMENT ALUMJGLAS5 © 11-33 26'' 38?'e' SLIDING O 34 53 Ise' 50 OD 35 53 Ise 63• EO --- 16' 42' FIXED DATE 09-19-11 O 23 3T' 38 1b' SLIDING O 25 3l' 63' SLIDING SCALE AS NOTED N ����f_ FLOOR��� ���� (WHITE FRAME ALL WMDOIIO) � DRAWING Y.T. T JOB SCALE: 114"=I'-O' SHEET A-2 OF SHEETS HISMW OF ORANANG 18 W DESM"ON DATE OF ISSU® M PROGRESS O PERMIT O OONSTRUOTON REVISION BY �V LL J U� WL �d p C MAk. Fn O FALSE --I- Lu BALCONY WD,HANDRAIL BOLTED TO ^ WALL BRACKET!STAIN LL 3 GRADE) (n _______ T lA. Oy ER1P ST MTL.SUPPORT FACE OF WALL MAx W O ull BRACKET BOLTED TO FINISH IRGN/ALUM.PIPE /A ® Z V T_________1_r________T_T___r___1___T_ CAGE OF WALL r r --- I SAFETY GLASS I I I I CAT II I I t '^ D FLAT BRACKET ;OREDRILL y MIN SET W/EPOkY ® BEDROOM"3 MIN.a•EMS, LE 4 © I :1�3,HANDRAIL DETAIL DETAIL 'A" I I I I h4 )IF F I I I I I 0 I i _ L J Z C�Y`7l I ' I I O Cr Z N 70 0 I I - I'ti•"... �FO rER - - 8'-8' 6'-m" I 9-4 36'HIGH STAIR J N 15'-�• ? SITTING NG RAILING a HANDRAIL p I I MASTER BATH O 3'-b'HI H ALUM,RAILM, 0 I I CO I I D m TO RE5 5T WO L85.IMPACT I 1 O y AND G Lo REJECT A 4C OBJECT N r, ENERIC GNG r ALL OPENING G ON RAILING w _ __M_______________ MUST RESIST 200 Ibs IMPACT AND REJECT I I - A1HU j II 4"0 OBJECT. Y = a 4 I—I I 1 ___________ I I r 6'-O' 12• 1 1 W 4,_O. 4'-0' _ T4' l'-8' I 1 12' W Q EXTEND/- LL I a r BEDR 10 nX I I OF ' OOM"2 � ' �� TO REJECT 6" ! co, DN. SPHERE(TYP.J J II' SY.YLIGNTO ALL2-1 A50VE HH 38'HIGH ALUM.RAILING(SERVES AS HANDRAIL 41-50) 18'-O' S'-m 6'- 4'-4' 7 OPEN D OF ST IRS TO DETAIL'A" ® Z TOR HIGH 200 L RAILI 70.4E5157 200 LBS.IMPACT TO RE51$T 100 LBS.IMPACT I II' d AND R=JECT A 4,OBJECT. AND REJECT A 4C OBJECT. B 1 TYP. ^' I 3 WH LL1 O BATH 0 i I V4RIE54'-O'MAY,.—� \-54FETY GLASS 1 +• C9 TYP.STAIR RAILING ELEV. CAT II BALCONY ® MASTER B ROOM ,_7 DRESSER SLOPE k u� II © { 71 1 W.I.CL. I I tr "p 1PIo � 37l� will 1111111101.1111111111-k —DECORA71vE j r� LD"' FLAT 57RJCTURE J i i (SEE ELEV.1 -r 1 1 I I j 7 DATE DO-1 9-11 ' SCALE AS NOTED N 5 E C O I YE) F L O O F FLAN DRAWING Y.T. JOB 5GAL E: 1/4'=V-0" SHEET A-3 OF SHEETS HISTORYOFDRAV w U36,r<n DESCMPTION DATE OF ISSUED O PROGWSS p FEJart O CONSTRUMM REVISION RY p I y'sM i! I li i 13 35 I ;1 II I �I i II TOP OF BIM. - tl 1 I II II I' ��� � Ir 1i � I I�•34-SU2' it N I i OP 1' OF 5M. - — 3` l0 3.5 ELE. Q TOP OF T5 — II O J d W �I 3 ®-✓ 4 i 12 V� g - - II _ - � ,L SECOND FL.ELEV. � Z� � I - - I I �' �I_ + y i I - _�I TOP OF BM. _ z 20'-E' (D la � � I OVER HANG 14 �O W Z ow) TYR SECTION NOTES 16 1"�'a O C C I� 3'r V S SEGO OU VENTS. RS a 11'OL, 15 .l FIN..L._LE V. - - REO.SCREENED VENTS. 6'-O'OL.fl SF./BO SF OF ROOF) ��.10..E' R£O.•fib/150.125 6F. \ � PROVIDED•22$LF/6.35 UNttS•50.19 5F. ..6 5TABL15HED GRADE 3❑. STUCCO FIN ON METAL LATH ""��f"' Ixd OVER 2rt CONT.WOOD 9ASCid NAILED TO Ed tOOD T;J55 I� W/2.164 WML5 FRONT ELEVATION SWAW'-6 1O IS 04 CaM.GdLVDRIP NAKED'U13%'RNG 5' SHL^KED a b'OZ. I� FLATCEMENTROOFTILEOVERW'FELT-HOT MO— ED ScALE:I/a•,I'-E• ELEVATION NOTES 12 21 (V FELT TIN CAPPED NAILED ON 5B'PLYUOOD•&'OL.EA WY ❑I METAL ROOF. a FOR CONNECCTEN OF PREFAB WOOD TRUSSES TO CONCRETE Z BEAMS PROVIDE GAL.7 R.155 ANCHOR BY NU-VUE NDUSTMES J NVHTA V B-10d NAILS TO EACH STPAP.5•Ed TO SEAT PLATE ELE.+22'-4' •� LL. ❑2 I'RAISED STUCCO. Z V COLOR CHART $'SMOOTH STUCCO FIN. WD. WOOD TFLISSE9.2A'OL.BY OTHERS PROVIDE SHOP DWG's TOP OF TB ❑3 BO. I P05 i FOR APPROVAL.TOP/9077.CH0�9 i0 BE 7x6'9 Z ®SMOOTH STUCCO SIDING. 21 � $' a CONE.BEAn SEE 6TR.CT,PLANS FOR R. NF. N WINTER SNOW(OC-63) ❑5 3.8 DECORATIVE OUTLOOKERS 2a'O.C. ^IN ©4'SMOOTH STUCCO BAND. -�— oa. R-3r N51a4TION ANTIOUE YELLOW(OC-103) Q 36'HIGH(MIN)ALUM.RAILING I] m I. 5/B'DRYFJNI OVER 3'GALV.CHdNNELS IS'OL. c _ f _ ro RESIST 2D0 LBS IMPACT i AND REJECT A 4'a OBJECT. 12'WD. N I POST le e d P.T.C W.FURRING STRIP a S'•0'MAX AFF.AND AT ERS 22 op ® LIGHT GRdY!SAMPLE PROVIDED) ®12x12 TO 8r.8 WD.COL. �p W W v ❑9 4..12 CONT.WD.BEAM, M -O. C. S/C'RED.DRIVALL ON L4 P.T.FURRING STRIP.IS-OL. 3..5 WD.TRELLIS F] R4.1 N%LATroN LmL _ LL II DECORATIVE PRECAST BRACKET 4',.12'.•12' S'BLOCK WALL REHR UV M GALV.TRA5 TYPE,HORIZONTAL JT 12 r ' 12 FLAT CORAL ROCK FIN.ON FALSE CHIMNEY. RERF,a 161 Oc. /1 13 12',.12',.2'RECESSED NICHE. Srtooru STUCLO FN. W (n IQ DECORATIVE WOOD BRACKET WOOD GOO.DTL. T. O YELL COMB REEF.W/6x6•E TREATED ATE FILL. a ML VAPOR BAReIER Lq 15 DECORATIVE RAILING - a+ulEl-L cat=METED 1 TEfl'11TE TFSEdiED FA-L. 1/ I�SKYLIGHT5 E'STEM WALL RR REINF,SEE 5iR1=TIRCL PLANS 14 = r•L, 12 12 p 3S� i REII•F,Caac.FTG.SEE 6TRJCTURSL PLANS U ! Q LILI TOP OF TB. I . `�I 1 CONT.EmANna1 JOINT .34'-3112• - 1_ - I I— — - 21. FOR T.BM's,ROOD FLOOR iFL95E5,ETC. I7 1 SEE � I 2O'-H0.• ..�I � � © � I I ® - I ❑22 S T.PLANS TOP OF L'A'SEE STRICT.PL CN9 _ Z 4 © a Q' r iI L2' I� _ I 5 �z -� / TOP�6-jar SECOND FL.ELEV.J. 3 C--. ._ _.._ .. . I —� - GRADE — ------ T � p 18 Q •22'-2' I I Fi - ro°a em. I I; I � �• z ��? d id _ M TYPICAL WALL SECTION DATE 09-19-11 IN FL.ELEv. ) SCALE:Y,'•T-o• i - - - - — SCALE AS NOTED 5TABL15HED GRADE}� •9'-6' , PRE-CONSTRUCTION TREATMENT PROTECTION AGAINST SUBTERRANEAN TERMITES AS DRAWING Y.T. PER FB.C.1816.1.1 A CERTIFICATE OF COMPLIANCE SHALL BE ISSUE TO THE BUILDING REAR ELEVATION DEPARTMENT BY THE LICENSE PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING JOB STATEMENT:'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION SCALE:va'el'-O' OF SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH THE RULE5 AND THE LAWS SHEET ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. A-4 HIBTOR/OF DRAYMO t88UED MORMON DATE OF I88UED PROGREW O PMVU CONSTRUOTION • Fte"ON w 35� ( if I I I I A I ELEVATION NOTES L TOP OF T.B. I'- - --" II - it .' i "S .34'-3y.• - - - METAL ROOF. ©i'RAISED STUCCO. ^ -I II I �I ❑3 SMOOTH STUCCO FM. 8 WD. TOP OF T.B.J, I' i I I li I t __ _ _ _ _ _ ®SMOOTH STUCCO SIDING. �POSi �31-S - .. - � ❑5 3r,8 DEGORAi IvE CUTLOO!GERS o 2a'O.C. �U A'SMOOTH STUCCO BAND. 4- O J OP. ® ❑-i 36'HIGH(MIN)ALUM.RAILING {L J TO RESIST 200 LB5 IMPACT w AND REJECT A 4'a OBJECT. 12'WD. g a ®12x12 TO Zx8 WD.COL. POST W ,,e. ❑Q axlz CONT.um.BEAM. m o, W m --- --..-- �q ®3x8 WD.TRELLIS fl n- •22 - DECORATIVE PRECAST BRACKET 4'12'r 12' Fn O SECOND FL.ELEV FLAT F ALSE CHIMNEY � LU x 'x2'RECESSED NICHE. DECORATIVE WOOD BRACKET UJOOD COL.DTL. DECORATIVE RAILIDFG o n - . . ..__ - . - � Q SKYL KsuiS w o LO Z COLOR CHART WINTER SNOW(OC-63) FIN.FL.ELEV. '_ _ _ _ _ _ _ _ _ _ _ - _ _ _ i - ANTIQUE YELLOW(OC-103) y LIGHT GRAY(SAMPLE PROVIDED) /n ESTABLISHED GRADE LEFT SIDE ELEVATION z SCALE:114'.1'-0' N a Do N o Lij ~ cXXO LL Q 12 3 L 3s� I r to TOP OF T.B.J. I� li I; If I 12 W Lo 3 _ 9LM 2 3: �n I l l i'ToP of TB. (N� ccl) � •3� 8 1 LL C J I �O W OH. -lift -L-.j L) Z i . 8 a SECOND FL.ELEV. e - -- 11 I - - - '22'-2' �� •` '� A TOP OF BM. 10 6 r 1-: Jib �y NN �Yg} t � '? r #ono 21}i N ..� / FIN.FL.ELEV. - r STABLISHED GRADE RIGI-4 SIDE ELEVATION DATE 0&1 911 • SCALE:1/4'.1'-0' SCALE AS NOTED DRAWING Y.T. JOB SHEET A-5 OF SHEETS 4181DR/OF ORAWINO ISSUED DESORPTION DATE OF 188UED 4 Q FR00F8:88 Q PFFNIT S 6 - Q coNeTRUCnoN I - REVIBIWIr I I I I 5•I -2' 2'-6' T -10' 2' 3'5' T' T-2' b'b' b' l 24 _ — — TB. F36A H COL. DETAIL (4 COL. DETAIL COL- DETAIL n F36A 1,30A J — 4 "5 VERT, 4"5 VERT, 4 "6 VERT. I I TE. r —1 TE. © — x-24 — 0 — WF-24 - J r I L m 13]'TIES 9 8' O.C. "3�'TIES o B' O.G. 13 d'TIES e 3 1/2"O.G- I I _I © GJ. lO' - m f C LT —' L J a �� - -8' — e - - - 3 ► I 144�{ U � — �, II I� e I I I w e - I — K- 2 - Lu ®M EH F-4D F36 UF-Z4 zmw 1 F4DA T —J Z U GJ. O� GJ. I GJ. Iu Lu x COL. DETAIL n COL. DETAIL n COL. DETAIL n I I I • 4"6 VERT. 4"6 VERT. 4"6 VERT, I I I _C s-1 © 4 I I W Fn 0 0 43 E'TIES a 3 I/2"O.G. "3 E TIES 3 1/2'O.G. °3[j'TIE$ fi' 3 I/2" O.G. 8'-8' 3'-0' l— J a 4' CONCRETE SLAB co ON GRADE REINF.W/ �I, I 1P�4DA �� m 6x6-WIA x W1.4 UU)I I,, I TYP. U.O.N.ON PLAN Q F —1 w I "I Z Ur ~ I I UIOOD STAIRS BY OTHERS 8 SLOPE Ur-24 MONOLITHIC 21/z 3, 21 I— 1!4!&LL_ W/STEPS 4 I ® (4)Siam Y 6'PENET G F40 m N NELSON STUDS _ ICJ- GJ, GJ, U (PLATE EMBEDDED ��� IN GONC.BE4Ml COL. D I ETAIL J L n ro " snb mxv. m 6_ I I e uj 4 m 0 Y "6 VERT. F4DA I F40 I 1 1 0 6 I N.G.V.D. 3 d'TIE$ 9 3 I/2"O.G. = CAP PLATE 5/8' I,: O cv w � V 10" F I► I 116 U J ©I 1 F304 ry Z J # 11/2 r T 11/2^ F3&A F— 7 TE. F —1 I I —1 I— rl r Z LL U (4)sgm x 5'PENEr C.U. O CJ' CJ- CJ. — J�� L_ — WF-IB 'v Z 2' 2° GALV,ANCHOR BOL TS I— — T 0a g E10XX I 6A I I I �H J ` -J L O J - L_ _© 224 O— _ I I L F-4D -4D F F36 I5 1 I F CL =n BABE PLATE 6 co LB_ 566 I I Tr F N IEL+9'-II' EL+9-9' I � CO-. DETAIL n COL. DELAILn I I r.os. H. . T.os.m LP 6 "6 VERT. TS.5 x 5 x 5/16 - I SLOPE 2 "3 L'71E$ a 3 1/2" O.C. GONG.FILLED 5_4 '3 H.P. 3 1/2"O.C. ,y I � " T .;D 4"CONCRETE SLAB U 2'SLOPE U ON CsRADE REINF.W/ I /� C� 6x6-WI.4 r WI.4 W.WF, .a. 6"CONCRETE SLAB ON COLUMNS DET 4�L5 TYP UON ON PLAN x LU2.1 REINF.W/6x6-W2.1 v co - I x W2.1 W.WF.TYP. lO L� I 12'-2' UON ON PLAN m H SCALE: 3/4"=I'-O' I I, e 5'-4' Ll , F-36 P-4D J F3&A F - ®_ � �2 6 U.F 24 — 2"b E I -$N.GIIV,D. p co ■ - - Bs.c.I o GJ. ©I I a Q Lu CONCRETE SLAB I I ip _ 2 OHO„y L_ J � I _ Tn S-I �1 r B F4D I U O_ 7 TE Vv\ O / F s- — — — — — — — — — — — — — — — — — — — — — — — — — 8" °5 GONT. WF-18 W'r-IB '0 WF-IB THICKENED SLAB EDGE Q SCALE:3/4"=1'-0' 12'-b' 5 5-6 NOTE:TOP OF ALL FT GROUND FLOOR & FOUNDATION PLAN GS�ELE V. U.O +10'-4'NG.V.D. ,N. N SCALE: 1/4'd'-O' �a SPREAD FOOTING SCHEDULE # o STEEL COL 0 14'X14'X4'DEEP GROUND FLOOR 4 FOUNDATION NOTES BLOCK OUT TO BE REINFORCEMENT GROUTED AFTER MARK Y,W x a 2E THICKENE55 BOTTOM TOP REMARKS L)SOIL STATEMENT COL. S INSTALLED L SOIL AT THI5 SITE 15 SAND m ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD SHRT.BAR. LONG,BAR 614R7.BAR. LONG.BAR OF 2000 PSF AFTER EXCAVATION.SIGNED a SEALED LETTER WILL BE SUBMITTED 4'CONC,SLAB ON GROUT AFTER BY THE ARCHITECT OR THE ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED GRADE REINF.W/ COLUMN 15 WF-IB OONT.18'x 12' — 2•5 — — AND THE FOUNDATION CONDITION5 ARE SIMILAR TO THOSE UPOM WHICH THE DESIGN (,x6-WI4xWl.4 W.WF. INSTALLED IS BASED ON. LLF-24 CONT.24'x 12' •4 a 36' 3•5 - EL.= +10-& 1 2.J TOP OF ALL FOOTINGS m a 8'-0'NG.V.D. x TOP OF 51-45 1 F-30 3'-0'x3'-O'xl4' 4-5 4•5 3.)PLACE ALL NEW CONC.SLABS OVER 8 MIL VAPOR BARRIER, DATE 09-1 9-11 N .V //�.( OVER WELL COMPACTED,GLEAN t TERMITE TREATED FILL. /., � II ���. F-36 3'-6'x3'-6'x14' 4"5 4•5 8 MIL VAPOR ll /'� SCALE AS NOTED S BARRIER -C F-40 4'-0'x4'-0'xl4' "5 5•5 4.) DENOTES 8'MA5ONRY BEARING WALL REINFORCED W/"S GALV,®' CONC.FTG.F-40 LADDER TTPE HORIZONTAL JOINT REINF.a 16'O.C.FOR VERT,REINS DRAWING Y.T. F-30A 3'-O'x3'-0'x14' 5.5 5.5 5-5 5.5 SEE SCHEDULE THIS SHEET, J> ,? 1?N /X /�� {v CY / \\� ""' \ \ F-364 3'-6•x3'-6'x14' 6"5 5•5 D-5 5•5 5.)C.J.DENOTES 1/8"x 2'SAW-CUT CONTROL JT.TO LAKE PLACE JOB - J U 24 HOURS AFTER SLAB HAS BEEN CA5T. zVOn I m I Y T. ructu g a le irs - F-40A 4'-0'x4'-0'x14' 5"5 5.5 5.5 5.5 GOn5Uting $tlUGturd EnginEEf SHEET ^_1 2 6J TE.DENOTES 8'x15.CONCRETE THICKENED SLAB EDGE J SECTION 5-I SCALE:3/4' I'-D' W/I•5 CONTINUOUS.SEE DETAIL I/5-I. P.E."33074 4836 S.W.14 GT.MIAMI,FLORIDA 33155 (305)669-0255 OF SHEETS BELFRANIN"AOL.COM HSTOR}OF DRAWING LAMED DEBMPT10N DATE OF IBBUED 4 8_6 NVHTAI6 p RROOREBB p RER9R q, p cONBTRUenoN NVHTAI6 TB 1 TB TB-I REVISION BY IID4 NAILS P2)LAYERS DECK - — v1 4"O.C. PLYWOOD DECK W/ — B IHIL VAPOR m NVHTAI6 BARRIER IN BETWN. 2 -I 25 TS TB Tg L g _ SHEATHINGS L A , m O'F' 0 20'DEEP P/F WD. A"J r = GIRDER TRU55 „ m \ Q.r TSr •I~ m GIRDER T U S -1 N F s EDGE OF WALL _ W m BASE £ /a' — — y e10 N N I IN r.5"x9 13i(6" NVHTAI6 - - - LL m D+L=5600N L"B' ' O TB TB TB / DETAIL 2/5-2 L'A' U Q L"A" D+L=4500"J GIRDER TRU S�\ ONE PLY _ g v J (4)s/a 0 x 4 (2)5/e'O A-301 -� DETAIL IICONT. \ GIRDER TRUSS - LL O�C� Tg NET UPLIFT= LL J PENETRATION KB3 BY THRU BOLTS TO PSF W - L "HILTI' INTO SOLID GIRDER TRUSS 1/5-2 ` g v rr CONCRETE OR FULLY �i N �\ DETAIL � L GROUTED BLOCK CELL. U-E'.3/e'x5'WIDE QN �\ /5-2�� A Z W 2 SHOP WELDED TO 2•b w N �� O W lil BACK P%" JACKS o — _ — — �1 =01,I� JACKS e g a, F 24'O.G. - _ 0 E TO 2F N m 3 �L K p fO'rE A L'A" 24"O.C. - 5-5 Fn O 1. - O N - /' D+L�5T�0 - a N m U NON-LOAD n `"LL m TB +20'-6'N.G.V.D. 0 BEARING TOP OF BEAM N.uj SE CT f ON N PARTITION III GIRDER Thl15S 9 ® WALL TRUSS CONK. �C2)PLY DETAIL ©/ Z NET UPLIFT (1)PLY (2)2x8 BY TRUSS GIRDER TRUSS S-2 SCALE: 1" = 1'-0" = 60 PSF 1/5-2 2«6 HEApER MANUFACTURER ' 2)LAYERS 20 NGD DEAL J� N w _ DE O L'I" PL BEM TI 4� S-[ L A" 8 MIL VAPOR 2 6 p r m v NVHTAI6 SHEATHINGS (L +L 10d NAILS BARRIER IN BETWN. x w 4 =1315 N.U.=1301 CONNECTION 1/5-3 Q ~ U I• NVHTAI6 + DETAIL AO I` & O TA24 - STL.COL. J II' DN. WOOD STAIRS --� p n (2)PLY cv 20' DEEP P/F WD. 28-2 2 6 0 - / GIRDER TRUSS L-B" - GIRDER TRUSS CAP FE BY OTHERS \ N LL m i 75 78 N \ AP U-tE'.Y4x4'WIDE W/ (TYP.) p- ® - � 1- _ _ / -- - / (2)g/e'0 A-307 THRU 1,Iy) iv JO _ O / BOLT5 TO GIRDER TRU55 a C2)2x8 �(2)2x8 (2)PLY �p.L=13000• TB J HEADER NON-LOA HEADER GIRDER TRU55 DETAIL 218-2 11 Z U m I BEARING CONTINUOUS QQ 7 61 -- -- EIOXX I x DETAIL , Z Q PARTITION DETAIL DETAIL I SL WALL 1/5-2 0 SEE NOTE NVHTAI6 2/5-2 2/$-2 I ~ 6/53 `?�e N T'a ((1 SLOPE I Xs' II m •�4 g 12� -4-12 S-4 m Y FIN.FL. �1 1 OD m xl I 4'-6' x 4'-6' I W c� O EIOXY, CAP B T'TO 5 12'_ n q N N Ill 3/16' s/B•x5'xr" �i� m 3 U O N n/ f•• 12'x12'CMU PEDESTAL +11'-T'N.G.VD. N � I� ~ JACKS o LL W/44 VERT.f•3 0 12'O.G. i.0.5,s N.P. n �� g O � �a� RID E 3 W I 24'O.G. � � LL FULLY GROUTED W/12'x12'xE,' \-L.g. END CAP W/3•3 L.W.6 I - - IL O� I r- Q p MID DEPTH(TYP.) ®.p e @ ,I 9 BL W a x O TB(•22'-27 - - �B-6 - - 28-6 - 6/63 07E a® I L Gp f_ C� 28-2 4 12' •4 a 12 28-5 2B-5 ro2B-5 �L'8 _T I yA c I N O W m 3' 0' x 3 0 m 'C LL 2 SECTIONS m i m Q ti TB Q 1 NVHT 16 a II S-2 SCALE: 3/4' = 1'-0' TA20 6'cbNC. L — _ C -� — — — SLAI� S-4 TB TB 1 Z a JU526 G LV.HANGER NVHTAI6 5 6 GONG. QO'-6'N.G.vD. D+L=2410• O BY USP W/(4)10d NAILS S-6 SLAB '70P OF BEAM N.U.=2060 TO JACKS 4(6)10d NAILS CONN.1/8-3 _ 0 TO L 'A'CONNECTION DETAIL N 5ECOND FLOOR FRAMING FLAN SCALE: 1/4`_I'-0' Lu W_ NOTE ALL ELEvATIONS SHOUN ARE BASED ON NG.VD. SECOND FLOOR PLAN NOTES ; 2nd FLOOR CONCRETE BEAM SCHEDULE I)FLOOR SUPER IMP05ED LOADS: LOW ROOF 8)L 'A' DENOTES 2-2X8 P.T.WOOD LEDGER CONT.W/5/8' 1 x 4' PENET. MARK TOP 5RE RBI�ORCMG TIEBORSTIRFNPS DL = 35 PSF DL = 25 P5F KWIK BOLTS BY HILTI e 12"O.C. INTO SOLID CONC.OR FULLY G=ROUTED Ed ELEV. Wdi 1301T. OONT.TOP c E 1 NO T.RE SPACING REMARKS LL 40 PSF (FLOOR) LL= 30 PSF BLOCK CELL. D a N 100 PSF (5TAIR5) NET UPLIFT : 40 P5F ZONE(D _j 2B-I 420'-6' b'x 24' 2•5 2•5 1•5 •3 0 o 10.O.C. 60 P5F(BALCONIES) 00 ­Sr ZONE�j 413 13)L 'B' DENOTES 2X6 P.T.WOOD LEDGER CONT.W/5/8' 0.x, 4" PENET. 2B-2 5EE 6'x 36' 2•6 2•5 2•5 3 p 012'O.G. KWIK BOLTS BY HILTI 6 18' O.C.TO RECEIVE Od NAILS e 4"FROM 2) DENOTES(2)LAYERS OF 3/4' PLYWOOD SHEATHING PLYWOOD SHEATHING SOL75 INTO SOLID CONC.OR FULLY GROUTED 28-3 21'-5 la' 6•x 36' 2•6 2•s 2•s 3 0 G 10.O.C. W/8 MIL VAPOR BARRIER IN BETWEEN W/ Od NAILS - 4' O.C. BLOCK CELL- 25-4 +22'-2' W x 24' 2-8 2.6 1-5 3 0 o a'O.C. 2EB-5 o V a•x 12' 2•5 2•5 3 p ®4'O.c. 3) DENOTES 5L.AB BOTT.REINF. 10)FOR ROOF TRU65ES ANCHORAGE e NOTES SEE NOTES ON SHEET 5-3. DATE 08-19-11 28-6 +22'-2' a'x 20• 2•0 2•a 3 0 o 6'O.C. 4) DENOTES SLAB TOP REINF. 2B-T �1122" a'x44' 4•5 M 2•5 3 © m 12'O.G. (2)LAl'ER'.e SCALE AS NOTED 5)� DENOTE 8'MASONRY BEARING WALLS REINFORCED W/"5 GALV.LADDER TYPE HORZ.JOINT REINF.a 16'O.G.FOR DRAWING V.T. TB b'x 12' 2•5 2•5 6)DROP 5B ABOVE OPENING W/13 STIRRUPS a 8"O.C.SEE DETAIL-G zVOY li T. BG rU h IYI, P, JOB Consulting Structural Engineer SHEET 7'TOE, 112" P.E."33074 S-2 1)�i�-` W/•5 9 12' 5OT7.5HORT WAY 6•4 B 12"B077_L.W - 4836 B.W.14 CTJj IAMI,FLORIDA 33155 (305)669-0255 I OF SHEETS 5ELFRANIN•AOL.GOM k. W W TOP OF BEAM D Q ATE aF 199U® w nGl 0 Q Q Q DROPPED O.IM 9-3/4' J III/4' _ 11/a• �- NVHTAI6 54 6 1T�5}0. 1 D.L=1445" O�TRUC7M 3� y DROPPE CONN?�5-3 navlawn er 6 p.L=1445« TB DETAIL. /4'(TYP.) /A"(TYPJ N.U.=1240" 3'-0' TOP OF TOP OF TYP. CONN.1/5-3 y T8S CONC.BEAM\ CONC.BEAM 3/16' DETAIL • �,y,� IF co O1dN.1/S- RB-2 II m W DETAIL Q 1 � NVHTAI6 8 5 I 1 FALSE f D DROPPE m DR OPPED TB J L SEE SCHDL HA CHIME TB 0 II/z' 1112' Q 11/2• 1 /2• 1112' II 12' m 13/ 4 3/4' .�- J �,� p p y .34-3 I/2'N.G.V.D. 3' 3' 3' fi _+- r TB BL Ilan BL - ry _ laN _K TOP OF TRU55 LL U IO 3/4' X p Q JACKS BEARING O J T 3/4' �, 9 I/4' I T TB T y/,O _LL. W IU k N LL J y L'A' �O � yVA D.L=7315" W Q SECTION ONE PLY TRUSS A TWO PLY TRUSS ll-TREE PLY TRUSS C a ° A y-° 5 EL- II W r r N.U.=6255" C� (MAX.UPLIFT-3000") !MAX-UPLIFT"5.800"l U !MAX UPLIFT.7]010") - �'{` U N Q GIRDE 7RU^3$ CONK.1/S-3 Z w w (ONE PLY) T DETAIL © W w 0(L SCHEDULE GIRDER T SS(3-PLY) w O MARK DESCRIPTION MARK DESCRIPTION 3 a 5-5 N ANGLE 3X3X1/4"W/EXTENDED LEG l MIN.5/8"EXT.GRADE PLYWOOD,SEE PLAN +31'-8"N,G.YD, m F =36 KSU 5 FOR NAILING REOLLIREMENTS - I I I 70P OF BEAM c0 2 STEEL PLATE 9-3/4'X4'XI/4'(FY-36KU g MIN.8'X12'CONC.TIE BEAM(FC=3000 P51 MIN, Q W O h 3 CONCRETE MASONRY BLOCK 9 CONCRETE MASONRY BLOCK. � I BL I BL I BL TB Z O 4 ONE(U 5/8'DIA,THRU BOLT FOR TWO PLY TRUSS. 10 (2)3/4'0 X 6 S/8'EMBED.HUA HAS ADHESIVE m m ANCHORS BY HILTI r 518°DIA.HILTI KWIK BOLT II(CARBON STEEL) STEEL PLATE IF 'X 3/4' DROPPED 5 2 REO'D X 4•EMBED. 11 6 PREFABRICATED TWO OR THREE PLY TRU55 m LIGHTS . DL=2365" N.U,=2130' N GIRDER TRUSS ANCHORAGE DETAIL ' TOP OF BEAM I m I D-L=4206-TA20 N.U. CONK.1/5-3 DETAIL ® SEE DET. SEE DET. I m CD 2x4 WOOD BLOCKING BETLLEEN � F/S-3 D/S-3 rW PREFAB WD. � - O TRESSES TOP C4O 8 a PL'NKaOD ROOF TRUSSES Z FOR SHEATHING SHEATHING PANEL JOINTS«4'-0' B 24'O.G. Tg J NOTES•SEE O.C.W12-16d NAILS EACH END I I Z LL V NOTE 3/6-3 Z Q SEE DET. � RIDGE r� - Q E/5-3 �P B �N DROPPED Q. 0) 2-I6d NAILS (TYP.) +L=5140" - I 04 N NOTE 6/8-3 - NU.=4340" L Liu S"4 3 x 8'S JACKS o GIRDER TRUSS(2-PLY) I_ _ 24'0 I I BL CON BY T 55 5) co cl SE NOTE F IGATO (2�/ b/ 3 U r l yjA DROPPED WOOD BLOCKING DETAIL 2 — — — — — TB UJ co NT8 S-3 SEE DET. 9 aQ U n \4 r n F/S-3 I Q 10 I Ui T > �A (fl •L (n O J RB-I O LAG BOLT W/3' 1 _ PENETRATION INTO LU T-PE J"ROUTED IN 3x8 4x12 W/WASHER COUNTER / W/(2) 3• *1: SUNK(PLUGGED /PENETRATION KB3 BY LINE OF-J'HILTI'TO GONG.BEAM 3 x B BALCONY « S!U�"0 A-30"1 THRU BELOW N.J.-3 06 BOLT TO 3xa n RAFTER DROPPED D.L=605" 70P OF SEAM 5� 5.4 TB N.U.=743" 556 CONN.1/5 " ® Z u 14VHTAI6 DETAIL N ROOF FRAMING PLAN 4 x12 5C4LE: 1/4"=1'-O' O ROOF PLAN NOTES NOTE ALL ELEVATIONS SHOWN ARE BASED ON N.Cs.V.D. TRELLIS RARER 3x8 t0 V SUPER IMPOSED LOAD OF 5 CONCRETE RO BEAM SCHEDULE GONG. BEAM GONN. DETAIL D E NET UPLIFT = 41 PSF OZONE I) 8'x 18' REINFORCING TIES ORSr>AauPs MARK TOP am SECTION 10 P5F(ZONE 2 t 3) DL 25 PSF BOTT. CONi.TOP C E EF N0. TYPE SPACING RBdARCB SCALE ' = 1'-0' S-3 5-3 SCALE:3/4' = 1'-0' LL = 30 PSF RB-I .31'-8' e'x IS' 2-1 2-5 "3 p o 4'O.C. N W W 2)FOR CONNECTION OF PREFAB.WOOD TRUSSES C F2 RB-2 .31'-II 1/2' 8'x 21 I/2' 2"5 2"5 "3 0 o 6'O.C. PENETRATION LAG BOLT W/3" TO CONC.SEAMS PROVIDE 'NVHTAI6'GAL V.TRUSS �j -QO PENETRATION INTO RB-3 .34'-3 IQ' 8'x 12' 2"5 2"5 "3 0 6'O.C. LLl- ax12 Wi WASHER COUNTER 3xa ANCHOR BY NU-vUE W/(16)IOd NAILS TO EACH STRAP © SUNK 4 PLUGGED RAFTER 4 (6)10d NAIL5 IN SEAT APPROVAL "05-0325,02 RE-4 .31'-8' 5,x IS' 2"5 2"5 -3 0 o W O.O. Q S W a 0 FOR TRU55E5 W/SPAN EXCEEDING 22 FEET PROVIDE ADD'L U,¢ N= li EMBEDDED STRAPS(2)T420 BY USP W/13-10d NAILS TO TRU55. D¢ N (D it 3)FOR SHEATHING OVER PREFAB WOOD TRUSSES PROVIDE J o _ 8'X12' 2 5 2'5 -3 4-12'SAL. 15 TOP/FOTT.COMER ii 4 x 12 MIN.5/8"COX PLYWOOD SHEATHING W/IOd NAILS m 4"O.G. TB © .24' BARS 2-6'M'-6 I. _ —- ALONG E06E5 i ALL 5UPPORTING TRU55E5 NOTE:WHERE DROP BEAM REO'P.SEE DETAIL U P a"SHOP WELDED TO EA.OT♦- 4)FOR ALL EXTERIOR SOFFITS INCLUDING OVERHANGS DESIGN CRITERIA: AND STEEL COL. GREATER THAN 24'PROVIDE MIN.112"PLYWOOD SHEATHING I/2' CAP PLATE W/IOd NAILS a 6"ALONG EDGES e a ALL SUPPORTING -CODE REF.:FLORIDA BUILDING CODE 2001 W/2009 REVISION COL. TRU55E5 BOTTOM CORDS. -45CE 1-7005 DATE DB-1 9-11 ElOXX, 3/16' S)FOR ALL PIGGY BACKS PROVIDE PT22T -146 MPH WIND VELOCITY _ -IMPORTANCE FACTOR OF 1.0 SCALE AS NOTED GALV.STRAP BY LISP a EACH TRUSS W/ -Kd FACTOR- 1.0 14-I6d NAILS N.O.A.01-0306.10 -COEFFICIENT OF INTERNAL PRESSURE OF 0.1a DRAWING Y.T. -EXPOSURE 60 PROVIDE 2Y,6 BOYT.CHORD LATERAL CONT. -BUILDING CATEGORY II _ BRACING m TRUSS PANEL POINTS OR 10'-0' -ROOF STRUCTURE OE51sNED BASED ON Lvon i m i r T. Be I Pr a n in, F.E. JOB COMPONENTS(CLADDING CC. W/2-I6d NAILS m EACH TRUSS.(-5E—) •ALL ROOF REACTIONS FOR UPLIFT ARE BASED Consulting Structural Engineer SHEET SEGTlON ON ZONEQWIND PRE55URE PE.°33014 S_3 F 4836 SW.14 GT.YIIAI'll,FLORIDA 33155 S-3 SCALE:3/4' 1'-0' 7)PROVIDE TB ABOVE OPENING W/°3 STIRRUPS 9 4"O.G. !305)669-0155 O S SEE DETAIL SHEET S-5 BELFRANIN«AOL,CO HISTORY OF DRAWING ISSUED DESCRIPTION DATE OF ISSUED M PROGRESS O PEMIT p o"TRucnoH REVISION SY SHEATHING, SHEATHING,SEE ING, 12 NOTE 3/5-3 12 NOTE ING, 3.5 F— NVHTAI6 35 NVHTAI6 2x6 P.T.WD.LEDGER EL.+31'-6' W/1/2'0 z 3 Y4 PENET, RB- 0 24'O.G. TOP OF BEAM 3 r,8 RAFTER TOP OF BEAM PREFAB — \ \ PREFAB O J J WD.TRUSSES WD.TRUSSES Y. 24'O.G. ° \ �ro 1 0 24'OC_ W . 0 2x6 P.T.WD,LEDGER DROPPED TB i II 4 x 12 W RS-I W/1/2"O x 3 Ys PENET. V 9 24'OC. \ --_ / SEE DET. ! .Q LU It D/5-3 �++ I I SEE DET, FO/ F/5-3 0>01 3/16' I W Lu L.L I I Wo Z I I , I I I I II I I I I 9D°5TD.HOOK STEEL COL.OH 9'x b'CONC.CAP W/2"5 CONTINUOUS I I I I ch I I 10.1 NAILS I0d NAILS d N a"CMU WALL 4'O.C. a 4'O.C, Z p 2x4 WOOD BLOCKING L(2)LAYERS OF%4" O BETWEEN TRUSSES TOP PLYWOOD SHEATHING (2)LAYERS OF 3/4'PLYWOOD SHEATHING V oRDS w/Y"m x 3'PENET. W/a MIL VAPOR W/8 MIL VAPOR BARRIER IN BETWEEN Z _U. /fKC B-3 BY HILTI a 16'O.C.IN BARRIER IN BETWEEN W/Imd NAILS�'4'O.C. SOLID CONC. W/IDd NAILS 4'0C, OXY, STEEL 545E 5/V 3/16" EL+22'-2' ' N TOP OF BEAM r SLOPE 2' TOP OF BEAM G Li vJ TB ' 9 zz zz r 3 _ LL.B. N � ♦�I RT20T GALV.STRAP 25-3 SEE NOTE e/5-2 LL BY USP W/(14)16d NAILS LL 28-4 20'P/F FLOOR r .9 P/F FLOOR TRUSSE5 20' WD.TRUSSES U �– 24'O.G. W V) DEEP s 24'O.G.TOP CHORD D� 8'CMU WALL BEARING n' ft3� EL. L'A' BOTT.OF BEAM 2 UO SEE NOTE 615-2 U M O STEEL CAP 5/b' � � � 3/16 I I II I I ? I I II a. II O II � I I � I I II ° I I I I I I STEEL COL. 1111 �t� Y,'F-A-1 EXP.JT. . QU��y.1C MATERIAL Q W �'A #Q 0 U I 1"5 CONT. a U W 4"CONC.SLAB ON GRADE 4 4'CONC.5LAB ON GRADE 4'CONC-SLAB ON GRADE W Q C RE INF.W/6x6-WI.1xW2.1 WU- 0 CD REINF.W/6r.6-WLIzW2.l W111F Y'PA-1 EXP.JT. REINF.W/6x6-WLIxW2.l WWF �I T.E. ul Q 4'CONC.5145 MATERIAL g o g SEE DETAIL U ON GRADE EL., REINF.W/6x6 SEE DETAIL -W2IXW2.1 WWF - TOP OF SLAB ,V TOP OF SLAB x x x x—x —x x—r, xx x r. r, r,—x —axr, xr. x—xx—x—xx x x �r.-I-- _ _ EL.ID'_D• �l�'�'\���-t�\�-��- •x ��C\x\ \fix\\fir\\�x\\~r\\\�\\~\\ \fix\\\x\ \�\\\�\\~�\\�\\ \\T\\ TOP OF SLAB r, x r, x x x x x x��\\C�\\fix\ \ Nx\\�x\\N��x\`\�x\\�T\\~r\��\\fix\��\\fix\\\rte / \\//\//\///\//////�//�//\//\//\//\//\//�%\//\// x x //\//\/%//\//\//\ \ \\ \\ \\\ \\\\\ \ \\\\\\\ \\\ \ \ \ \\\\\\\ /\/\/\/\/\/\ i/\/\/\/\/\/\/\/\/\/\ `/\/\/\/\/i/\/\ \/\/\/ / / / / / / / /•/ / /,/ / / \` \� \� \. . �` \\~\ \�\\\�\\\\~\�\� I\/\/\/�/\l\7\I\/'\/\�\/\l 7 ,/ / / \/ /\/ / /\/\/ / / /\/ /\/\/\/\/ / / DATE 09-19-11 �� // . �.\\\/\\\\\\\\ \\\\\\\\\\\ �\\\\\\\\ \\\\\\\\\\\�\\\\\\\\\\\,�\;\\\i\\\\\\\\\\\\,\\,�\\.\\..�\\\�\\\i\i\\\`\\,� /,/i/////// //\l�\�\ �\�/.\.\//.\�/.�/.✓\�/.\//.\�/.\ i//i//i//i//i//i//i//i//\//\//\//\//\//\ \\\\\\\ 1•5 CONT- \\ \/\\/\\/\\/\\/\\i`\/` °5 CONT 8 MIL VAPOR \//\\/\\/\\/\\/\ \/\\/\\/\\/\\\\/\ 8 MIL VAPOR SCALE AS NOTED EL,8'-0' VAPOR BARRIER —\ \��\/— BARRIER EL.,g-0• /\\�/\\//\\�/\\// `//�//��/��/j//\ BARRIER CLEAN TERMITE r GLEAN TERMITE \\\ DRAWING Y.T. TOP OF FTG. TOP OF FTG. \\\ /i CLEAN TERMITE WF 24 TREATED FILL TREATED FILL 24 TREATED FILL JOB 1 SECTION __ 2 SECTION Lvonimir T. BelFranin, P.E. S-4 SCALE:3/4' • 1'-D' L _,-J F-364 S-4 SCALE:3/4" = I'-D' Consulting Structural Engineer SHEET BEYOND P.E. 33014 S-4 4836 5,W.94 CT.MIAMI,FLORIDA 33155 (305)669-0755 OF B E ' ESELFRANINCAOL.GOM 1 HISTORY OF DRAWING ISSUED DESIXUPTON DATE OF ISSUED (=)PROOREN Q PERMIT Q CONSTRUCTION REVISIONSY IXIXI 2 EL.+34'-3 1/2" h NOTE 3/5-3 SEE / TOP OF BEAM NOTE 3/S-3 3.5 N VHTA 16 A \ 2 2,c P.T.WD,LEDGER SHEATHING,SEE W/I/2'0 x 3 Y:PENET. 35 NOTE 3/S-3 RB- m 24"O.C. NVHTAI6 TA20(2) TOP OF BEAM 'TOP OF BEAM (2)TA20 PREFAB P/F GIRDER TRU55 PREFAB O- � _ WD.TRUSSES BEYOND WD. RUE, E8 m 24'O.C. m 24'O.C. DROPPED TB 21,6 P.T.WD.LEDGER w g DROPPED TB W/1/2"0 3 li PENET. Z SAME CONNECTION a 24"O.C.. LL DETAIL SEE w w o_ DET.215-2 0 a uj I I • (L wok � Z �5O'STD.HOOK —8"x 8"CONC,CAI- STEEL COL.UH W/2"5 CONTINUOUS BEYOND I I 50'5TD.HOOK S"CMU WALL a'x a'cONC.CAP - M w/z•a coNTlNUOUS l rn M o (2)LAYERS OF 3/4' 4x4 WD.MEMBER V E,'CMU WALL Imd NAILS PLYWOOD SHEATHING FOR GIRDER 7RU55 Z m 4'O.C. W/a MIL VAPOR CENTERED UNDER J # 2x4 WOOD BLOCKING - BARRIER IN BETWEEN STEEL COL Z FULLY GROUTED BETWEEN T W/10d NAILS m 4'O.C. FULLY GROUTED QQ NVHTAI6 RUSSES TOP JACKS s CELL CHORDS W/Y'0 x 3'PENET. 20'FLOOR WD.TRU55E5 20'FLOOR FTOF OF SHEATHING CELL JACKS m NVHYAI6 24"O.C. KB-3 BY HILTI m 16'O.C.IN 9 24'O.C. WD.TRUSSES' 24"O.C. N 50LID CONC. 0 24'O.C. x\ 12 J^ EL.+22'-2• ��xi \�% �? EL.+22'-2' Li 01 TOP OF BEAM 12 \ TOP OF BEAM (�O EL.+20'-6" TOP OF BEAM \ O N TO BE W TOP OF BEAM y -1 zz ��z w 4 c J W H y JUS 28 GAL V. L'A' 20"DEEP JUS 2a GALV, 1� I HANGER BY USF L'A' GIRDER TRUSS (1)PLY L'A' HANGER BY US,° 0 � W/(4)10d NAILS 70 GIRDER?BUSS 25-1 W/(4)IOd N415 TO W pppp TRUSS < IOd NAILS BEYOND TRUSS 6(6)106 �p C6J - 70 L "A" 25.4 ru PLY 2B GIRDER TRU55 SAME CONNECTION NAILS TO L "A" _ BEYOND DETAIL SEE 2B-I = 3: N DE'T 215-2 U c Q W ETOY.X STEEL CAP 5/6" I I 5 EEL CAP 5/a' ETOXX ~ ~ 3/16' 3/16" II II II II II II V II II II ® Z II II II a II II II � I I I I (9 II II STEEL COL. BEYOND II II II II I � II II u� FOR I I I"s CONT. Y P/MEXP.JT. 7aI�Ng - MATERIAL 4"GONG,SLAB ON GRADE 4'GONG.SLAB ON GRADE C7 5 REINF.W/6x6-W21xIU2_I WWF GROUT AFTER REINF.W/6x6-W21xW21 WWF J°$ 4"CONC.SLAB COLUMN15 4"CONIC,SLAB ON GRADE INSTALLED ON GRADE T.E. REINF.W/6x6 - REINF.W/6x6 T.E. SEE DETAIL -W2.IxW2.1 WILF EL.+10'-6' - -W2 2.1 WWF LOPE I' SEE DETAIL S - SLOPE I' TOP OF SLAB x Xxxxr. r. x xx x x x x v x x—r. xxx—x—xxxx ToP� of CLAe r. x x x x x x x / \ \ \ \ \\/\/ \/ \\ \\ \\j j/\j j/\\j\ \\j \� /\\\ x• x x r, x r. ToP of SLAB DATE o�TaTT \//\\//\\//\\//\\//\\//\\//\/\\//\\//\\//\\//\\//\\//\\//\\//\\/ \ \/ //\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\/ / / / / / //> x x / /j i/ i i i -i • //jyTj/j /j l 7//j 7Y/j�j/j l//j i //\//\//\//\//\//\//\//\//\//\//\// //\//\//\//\//\//\//\//\// \/\/\ /\/\/\/\/\/i/�/i\/\i\/\/\//\/\/ N\i\\i\\/\\/\/\,N\ T\J\r/\fir/\�r/r/' /"r/ /'x�r7 rf�>, • i\ i \ \\/\� SCALE AS NOTED EL. BEYOND DRAWING Y.T. .. TOP OF FTG. a F-40 —I——— —— JOB w� WF-24— Zvcnimir T. 5s[fr4nin, P.E. BEYOND 1 WF 24 • 3 S C ��IV . . . Consulting Structural fingtneer SHEET ^_� SCALE:3/4' = I'-0" — J L— P.E."33014 -II' V` —�B3b_5LLT4_GT.pIA7LFLQRI l 33155 LF 24 (305)669-0355 OF SHEETS BEYOND BEIFRANIN"aOL GOM HISTORY OF DRAWWNO ISSUED DESCRIPTION DATE OF ISSUED O PROOPF9S SHEATHING,SEE 12 OCONSTRUCTION NOTE 3/6-3 - 3.5 SHEATHING,SEE 2 REV1S1oN By NvIHTA16 NOTE 3/6-3 3.5 EL..34'-31/2' NVHTAI6 / \ / EL \ TOP OF BEAM ` —PREFAB �WD.TRUSSES s 24"O.G. 2x6 P.T.WD.LEDGER TB fx WD TRUSSES T1W/ /2'0 r.3 Yz PENEi. / s 24'O.G. 24"O.G. J LL 2x6 P.T.WD.LEDGER TB O J W/1/2"0 x 3 Y PENET. LL.J RB- s 24'O.C. }. Q LLI EL. 34'-3 I/2' V� TOP OF BEAM �RB N -2 Z Ry ia� 0(L W a N S'CMU WALL W 0 O oD D10 Z 90°5TD.HOOK 4.5 Q VERTICAL S' ,,8'CONC.CAP - W/2-5 CONTINUOUS FULLY GROUTED (2)LAYERS OF 3/a" CONC. CELL Q e04 NOAC S w/BWOOD SHEATHING p�p5 CAP W/2•5 ------i 10 Q BARRIER IN BETWEEN CONTINUOUS 7-----I cq 2x4 WOOD BLOCKING 1 I W/Od NAILS s 4'O.G. N I I SHEATHING,SEE � BETWEEN TRUSSES TOP S'CMU LOW I I (2)LAYERS OF 3/a' NOTE 3/S-3 RT207 GALV. CHORDS W/I/4'0 x 2m"FLOOR WD.TRUSSES Z O WALL BEYOND -----} IOd NAILS PLYWOOD SHEATHING STRAP I/2'PENETRATION o 24'O.G. J e 4'OC. W/8 MIL VAPOR BY USP \ TAP CONS s 6'O.C. Z LL U '"3�s 8" ±. BARRIER IN BETWEEN EL p2'_2• 2x4 WOOD BLOCKING W/10d NAILS s 4'O.C. S'CMU WALL BETWEEN TRUSSES TOP TOP OF BEAM I I CHORDS W/)�'0 x 3'PENET. 20'FLOOR WD.TRU55E5 EL.«22' KB-3 BY HILTI s I6'O.C.IN s 2¢"O.C. NvHTAIb ^ N 2ND FLR.TOB T i SOLID GONG. 12 L'A' LL A .4�a• I \ EL. 21'-8' I� } EL.+20'-6' /1/ ' N T.O.SLAB I _ TOP OF BEAM r JUS 28 G4LV RT20T G41-V.STRAP L y HANGER BY USP L'A' BY USP LL 2•S CONT. TB W/(¢)IOd NAILS 70 L 'A' ' 2x6 PT.WD.LEDGER TRU55 t(6)i0d NAILS Iii r24' STRAP W/I/2'0 x 3Y2 PENET. TO L 'A' 28-6 RE- s 24'OC_ a LLu � (Rhpp r ~ (O RUSSES P CHORD 8'GMU WALL 8'GMU WALL. N LL p J Q � H II ® U _ I I 61 STEEL COL. Z O I _ d II � 4'CONC.SLAB I—\ GROUT AFTER GRADE REINF.W/ COLUMN 15 6x6-WI.4xWIA W.WF. I I INSTALLED I I EL.= +I0'-6' I » 1 TOP OF 51-48 — 1 I I 6 MIL VAPOR ��CONCRETE ENCASEMENT W BARRIER AROUND STEEL COL. ` j . d w a BASE PLATE Q ¢o p(� 4'GONG.SLAB ON GRADE N Q N REINF.W/6x6-W2.IxW2.l WWF —————————-�-- a S W a W m L 1 TOP OF FTG. p U � C7 J V1 w ce 4'GONG.SLAB ON GRADE �,EL.+10'-6" F-364 N m N REINF.W/6x6-W2.IxW2.I WWF TOP OF SLAB x W �' 11- >\j\j\j\j\j\j\j\ •x�%\\j\\j %\\ / jam\/�\/\\j // ///// / / / / / / / / / SECTION ,►EL.10'-6' sGF � O 70P OF SLAB x X x x—xx—x—xx r \ \ \ /A \ \/a \/A/A/A/�/A \/A i �/i /�✓/,�/i^ :�/✓%\� \/\/\/\/\��/��/ DATE D8 a\\ \x/\\/\/\��\\/\\\\/\��\\/\\//7\\\/�x\\/\\�\\/�\�\\/�\�\\/�\/�\�\\/�\��\ / SCALE AS NOTED WF-24 SECTION DRAWING Y.T. 3/4'_ 1'-0" JOB Zvonimir T. Belf'ranin, P.E. WF-24 4 SEC r�ON Consulting Structural Engineer SHEET P S_6 E."33074 5-6 FLORIDA 33155 SCALE:3/4" = 1'-0' - 4B36 5W.14 FLORIDA C305)669-0355 1 OF SHEETS BELFFRANINSAOL GOM 118T OF DRAWING MED DOOBPTION DATE OF 186M 6 UNLESS OTHERWISE NOTED OR SHORN ON PLANS,CONNECTIONS AT BEAM/COLUMN AND BEAMNIALL SHALL [:3°BOGS BE DESIGNED FOR TWO-THIRD5 OF THE ALLOWABLE LOAD ON THE MEMBER,45 DEFINED IN THE 415C TABLE PERMIT -a'-6•- -i�_2,_6,x_ O PEIT CONT.70P BAR 'C'Bd STD. 90 DEG.HOOK FOR ALLOWABLE LOADS ON BEAMS. O CONBTRDOPON 0.33(L-U OR 1.GROUT FOR COLUMN BASE PLATES SHALL BE NON-SHRINK,NON-METALLIC GROUT SUCH A5 MASTER FLOW gEy18NMJ ev 033(L-U 0.33(L-2) 113,AS MANUFACTURED BY MASTER BUILDERS OR APPROVED EQUAL(5000 P51 MINIMUM) GONC.FOOTIN CANTILEVER'L' 0.25(L-2) CANTILEVER TOP 8.ALL EXPOSED STRUCTURAL STEEL MEMBERS SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. BARS WHICHEVER TOUCH-UP IN FIELD AT WELDS A5 REQUIRED. BOTT,BARS a K 15 'E"BARS- Ip GREATER AS SCHEDULED F.WELDING I i W -.1r-SIZE aF BAR9 U DIFFER LAP LARGER SIZE ALL WELDING TO BE DONE BY CERTIFIED WELDERS. WELDING SHALL BE MADE WITH E10X.X ELECTRODES 0' AND CONFORM TO THE CURRENT RECOMMENDATIONS OF THE 465C,AND THE AMERICAN WELDING SOCIETY, 9q U ;,,p HORIZ.BARS G.MASONRY -- L - 1.CONCRETE MASONRY UNITS SHALL COMPLY WITH THE PROVISIONS OF T HE STANDARD SPECIFICATION FOR • BOT.BARS CONT.'1"BARS DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY,NCMA TR-155 AND LCI 530.1, PS BOTT.CORNER EACH FACE 2.HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C-90,TYFE-I,'STANDARD SPECIFICATIONS FOR BAR 2'-6'r,2'-6'(TYP) HOLLOW LOAD BEARING CONCRETE MASONRY UNITS' I2 BAR 12 BAR 3.MORTAR SHALL CONFORM t0 ASTMC-210,TYPE'M'WITH A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS TYP. INTERSECTION DET. U 12 BAR 12 BAR _ DIA. 4. 2500 RIZ P5'. TYP. FOOTINGS CORNER BAR DTL. �� FOR TIE BEAM 4 FTG. O J 4.HORI<ONSdL JOINT REINFORCING SHALL BE STANDARD NO.9 LADDER TYPE FOR 8'THICK MASONRY //� 1 B DIA. DIA �`^/1 �J CANTILEVER*L* L-I L-2 UNITS,45 MANUFACTURED BY'DUR-O-W4L',HOT DIPPED GALVANIZED,OR ENGINEER APPROVED EQUAL 3/4' I' PL4CED AT EVERY 2ND BLOCK COURSE(16'VERTICALLY)FOR ALL INTERIOR AND EXTERIOR WALLS. THE uJ Q JOINT REINFORCING SHALL EXTEND 8'INTO ADJACENT COLUMNS. V /� G wI /� p 5.WHEN COLUMNS ARE CONSTRUCTED FIRST,BLOCK AND COLUMN SHALL BE TIED THRU 20 GAUGE Z E�E Aim &TE E L 9=L ACE EN 7 D I f-k�\�� GALVANIZED UGATED DOVETAIL SLOTS AND I'X 5'X 16 GA.GALVANIZED CORRUGATED DOVETAIL COLUMN vERTICALS LJ a ANCHORS AT Co THE SAME LOCATION AND SPACING AS THE HORIZONTAL JOINT REINFORCING,LED IN z TERMINATE IN 9O Q a W N.T.S. 6.WHENEVER ANCHOR BOLTS ARE TO BE SET IN MASONRY,TWO CELLS AT THE SETTING LOCATION SHALL BE !I STD.NOOK 1 8"CONC.BLOCK WALL F FILLED WITH CONCRETE. 2 FILL CELL W/CONC. NOTES: 3 GONG.COL. (n ON 7.MAXIMUM POUR LIFT FOR MASONRY UNITS AND GROUT POUR HEIGHT SHALL BE 4'-0'. 4� 1. WHERE NECE55ARY CONT-TOP STANDARD•9 LADDER TYPE HORIZ. W BARS SHALL 8.SLUMP 9' .I'FOR GROUT JOINT REINF.s LA O.C.VERTICALLY Lu BE LAPPED 24 BAR D14 IN MIDDLE 1/3 OF SPAN. 9.REFER TO ADDITIONAL REINFORCING NOTES ON FLOOR PLANS. 1 N 2. WHICHEVER 15 GREATER 10.COMPRESSIVE STRENGTH OF UNIT MASONRY SHALL BE MIN.OF 1900 P51 RF_5UL71NG IN('m 1500 P51 i 'rv'.u.r (EVERY OTHER COURSE) �0 3. BEAMS s THE PERIMETER OF THE STRUCTURE SHALL HAVE AT LE45T I/6 07 THE TENSION REINF.REQUIRED II.COt IPRE581VE STRENGTH OF GROUT SHALL BE 3,000 PSI 6 28 DAYS 2 FOR NEGATIVE MOMENT AT THE SUPPORT AND 114 OF THE POSITIVE MOMENT REINF.REQUIRED AT MID-SPAN MADE W CONTINUOUS AROUND THE PERIMETER AND TIED WITH CLOSED STIRRUPS, H.NOA/SPECIALTY ENGINEER I � 4 0 O.C. u� 2•3 TIES 1 CONCRETE Z V 0 1.ALL PRE-ENGINEERED,PREMANUFACiURED ITEMS REQUIRE MIAMI-DADS NOTICE OF APPROVAL M 4. BEAM OAJ. CERTAIN 3 GENERAL STRUCTURAL NOTES ENGINEERED ITEMS REQUIRE ANALYSIS,DESIGNS,DRAWINGS 4 DETAILS TO BE PROVIDED BY THE A.REFERENCES CONT,RACTOR'S/MANUFACTURER'S SPECIALTY ENGINEERS)REGISTERED TO PRACTICE IN THE STATE OF FLORIDA. THE I.FLORIDA BUILDING CODE 2001 W/2009 REVISION$ SPECIALTY ENGINEER'S SERVICE MAY AL50 BE REQUIRED WHEN REQUESTED BY THE ENGINEER OF RECORD(ECR). I OF COLUMN 4 FOOTING (�4• 2.45CE 1-2005 THESE ITEMS INCLUDE,BUT NOT LIMITED TO: 1 TYd B.GENERAL 2,FOR ITEMS THAT REQUIRE ANALYSIS,DESIGNS,DRAWINGS 4 DETAILS BY THE SPECIALTY ENGINEER,THE _ CONTRACTOR$HALL PROVIDE ALL SUCH SERVICES THRU HI5 SPECIALTY ENGINEER(S)AT NO ADDITIONAL COST 70 THE I L THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS ON THE STRUCTURAL DRAWINGS AND VERIFY SAME OWNER OR TO THE ARCNIT€CT/€NIGINEER ALL SUCH CALCULATIONS AND DRAWINGS SHALL BE DULY SIGNED AND GONG. COL- TO MASONRY ON THE ARCHITECTURAL SET. ARCHITECTURAL DETAILS SUCH Asa SLAB DEPRESSIONS,WATERPROOFING, SEALED BY THE CONTRACTOR'5 SPECIALTY ENGINEER(S). CURBS,MECHANICAL OPENINGS,14SCI4 FRAMING AND BRACING SHALL BE INSTALLED AS SHOWN ON THE I ARCHITECTURAL SET. I.SHOP DRAWINGS I I CONNECTION DETAIL CQ 2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND BRACING TO ENSURE SAFE WORKING PRIOR TO FABRICATION,SUBMIT TO THE STRUCTURAL ENGINEER FOR REVIEW,FOUR 5ET5 OF SHOP DRAWINGS FOR ALL COL,DOWELS SAME SIZE,QTY.4 PATTERN AS (n CONDITIONS AT ALL TIMES. ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE,2004 REINFORCING 4 STRUCTURAL STEEL(CERTIFIED MILL TESTS ARE ALSO REQUIRED PRIOR TO ERECTION). FOR COL,REINF.SEE SCHED. p J v p COMPONENTS OUTLINED IN NOTES'J',SUBMIT FOUR SETS OF SHOP DRAWINGS 4 DESIGN CALCULATIONS SIGNED 4 q vWi ADD •5 CORNER BAR �f CM7 O C.CONCRETE W.W.F. 0] A7 TOP(BOTTOM OF BEAM ` SEALED BY FABRICATORS SPECIALTY ENGINEER REGISTERED TO PRACTICE IN THE STATE OF FLORIDA. J � SEE PLAN I.SHALL BE 4 MIX DESIGNED IN ACCORDANCE WITH A.C.I.301(2005 EDITION)TO ACHIEVE A 28-D4Y J.BRACING COMPRESSIVE STRENGTH OF 3,000 P.S.L 4ND A MAXIMUM WATER-CEMENT RATIO OF 0b0 BY WEIGHT AND A x x x x SLUMP OF d'JON ON PLAN. L THE FRAME SHALL BE BUILT TRUE AND PLUMB AND TEMPORARY BRACING SHALL BE INTRODUCED WHEREEVER 2.ALL CONCRETE SHALL CONTAIN AN ENGINEER-APPROVED ASTM C-494 TYPE'D'ADMIXTURE(WATER NECESSARY TO TAKE CARE OF ALL LOADS i0 WHICH THE STRUCTURE MAY BE SUJEGTED, INCLUDING EQUIPMENT AND \�/\�/\�\/ /\//\ /\\/\ \ \\% /\\> N REDUCING RETARDER),AIR ENTRAINED AGENT SHALL CONFORM TO ASTM C-260,ACCEPTABLE AIR OPERATION OF SAME, SUCH BRACING SHALL BE THE REP5ON51BILITY OF THE GENERAL CONTRACTOR AND 5H4LL BE 6 MIL a O) ENTRAINING ADMIXTURE: DAREX'AEA'BY W.R.GRACE 4 CO.,OR APPROVED EQUAL. LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY. VAPOR BARRIER 3.CONCRETE ON EXPOSED BALCONIES,SLABS,BEAMS AND STAIRS SHALL HAVE THE TOP SURFACE COATED 2,PRECAST STRUCTURES MUST HAVE ERECTION BRACING TO SU5T41N WIND VELOCITY OF 15 M.P.N.AND CONTRACTOR � m WITH'ALKYL-4LKYOXY 51LANE SEALER'OR ENGINEER-APPROVED EQUAL IN ACCORDANCE WITH 1 p0 SHALL PROVIDE BRACING SHOP DRAWINGS SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE MANUFACTURERS RECOMMENGdTION$, WATER/CEMENT RATIO IN EXPOSED BALCONIES SHALL BE 040 BY STATE OF FLORIDA. SEE PLAN TOP BARS - N O WEIGHT. THIS CONCRETE SHALL HAVE A STRENGTH OF 5000 P.S.I. v PER FTC.SCHED. 60 4,TRANSPORTATION,PLACING AND CURING OF CONCRETE SHALL COMPLY WITH A.C.I.318 BUILDING CODE K.WOOD W BEAMREINF Lu (2005) GONG.FOOTING, BoTT.BARS f✓ ('- 5.ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONCRETE STRENGTH TESTED IN ACCORDANCE 1.WOOD MEMBERS IN CONVENTIONAL FRAMING SHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 1,200 PSJS FOR SIZE 4 REINF. PER FTG.SCHED. LL = LL cn (SEE SCHEDULE A.S?.M.STANDARDS,F.B C.2001 W/2009 REvISION,AND A.C.L 318(2002). TEST CYLINDERS MUST BE MINIMUM ALLOWABLE SHEAR STRESS OF 10 F,S.I.AND MODULUS OF ELASTICITY OF 1,200,000 P.S,L AT 19 L TAKEN EVERT 5D CUBIC YARDS ON CONCRETE PRIOIR TO PLACEMENT. TESTING LAB SHALL PROVIDE COPIES T_ r OF CONCRETE TEST RESULTS TO ENGINEER'S OFFICE FOR REVIEW, CONTENT IN ACCORDANCE WITH A.LT.G.STANDARDS. 3"MIN!- I- F /1 2.TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA FOR LOADS PER //t"fff V 6.CONCRETE MIX DESIGN SHALLBE SUBMITTED TO ENGINEERS OFFICE FOR REVIEW. m 1.CONTRACTOR SHALL CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURER'S SHOP DRAWINGS FOR APPLICABLE BUILDING CODE AND/OR AS SHOWN ON DRAWINGS, W fn LOCATION OF ALL EMBEDDED ITEMS,SUCH AS PIPE SLEEVES,ANCHOR BOLTS,ETC. PRIOR TO PLACING 3.WOOD MEMBERS IN CONVENTIONAL FRAMING SHALL BE SOUTHERN YELLOW FINE-2 WITH A 19 9 MOISTURE CONTENT. r--CONCRETE, L SHORING TYP. CONCRETE COLUMN TIE BEAM CORNER 8.UNLESS OTHERWISE NOTED ON PLANS,MINIMUM CONCRETE COVER TO REINFORCING STEEL SHALL BE AND FOOTiNG DETAIL PLAN DETAIL V c � MAINTAINED IN ACCORDANCE WITH CHAPTER 1,SECTIONS 1.1.1,1,1.2 4 1.1.3 OF ACI 318-1995 EDITION, SPECIFIC 1.FORT"15 AND SHORING FOR CONCRETE SLABS AND BEAMS SHALL BE DESIGNED TO WITHSTAND THE DEAD LOAD OF CONCRETE COVERS ARE GIVEN IN THE FOLLOWING: CONCRETE AND THE ANTICIPATED CONSTRUCTION LOADS. N.T.S. D E CD J 2.WHEN CASTING A SLAB,THERE SHALL BE SHORING BELOW IT CONTINUOUS TO THE GROUND. SCALE: 3�4" = 1'-U" GRADE BEAMS: BOTT. 3'CLEAR Q CO _J TOP =2'CLEAR 7O TIES 3.IN NO CASE SHALL SLAB AND BOTTOM BEAM FORMS BE STRIPPED EARLIER THAN 21 DAY$AFTER PLACEMENT AND I� N SIDE =2'CLEAR i0 TIES UNTIL THE COMPRESSIVE STRENGTH OF 3,200 P.5.1.(FOR 4,000 F.51)AND 4,000 F.B.I.(FOR 5,000 F.B.I.)HAS BEEN SLAB ON GRADE: BOTT.= 2'CLEAR WHEN POURED ON 6'MIL VAPOR BARRIER ATTAINED. TOP = 1 12'CLEAR A.THE SYSTEM OF SHORING SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR'S SPEC14LTY ENGINEER PRIOR 4'f6'fI TYP.SPACING �6y46'y44' STIRRUPS AS •3 STIRRUPS TOP 4 BOTT.BARS TOP OF 15T AND 2ND BOTT,= 3/4'CLEAR TO INSPECTION OF BY THE THRESHOLD/SPECIAL INSPECTOR. I I I SCHEDULED o 8'O.C. AS SCHEDULED Cork.BEAM • Z FLOOR SLAB: TOP =3/4'CLEAR 5.DESIGN AND CONSTRUCTION OF FORMWORK AND SHORING SHALL COMPLY WITH THE A.C.I.318 BUILDING CODE `1�- - - _ SEE PLANJ, (INTERIOR,PROTECTED) (LATEST EDITION)AND BE ENTIRELY THE REPSONSIBILITY OF THE GENERAL CONTRACTOR. 'v T.O. 0- (EXTERIOR, BOTT.= I'CLEAR 6.SHORING DRAWINGS SHALL BE PROVIDED BY GENERAL CONTRACTOR AND 5NALL BE DESIGNED,SIGNED AND SEALED X- D UNPROTECTED) TOP = 1 1/2'CLEAR 0 COLUMNS 4 BEAMS= 45 SHOWN ON DETAILS BY THE CONTRACTOR'S SPECIALTY ENGINEER REGISTERED TO PRACTICE IN THE STATE OF FLORIDA. 9.CONC.DESIGN MIX SHALL BE REVIEWED 4 APPROVED BY ENGINEER OF RECORD PRIOR PLACING ANY M.LINTELS X 0 DESIGN MIX, N d D.REINFORCING STEEL ALL DOOR AND WINDOW OPENINGS IN LOAD BEARING AND NON-LOAD BEARING MASONRY WALLS SHALL HAVE EITHER X w CAST-IN-PLACE OR PRECAST CONCRETE LINTELS,IF P/C LINTELS ARE USED,PROVIDE MIAMI-D4DE NOA'S FOR ALL 4 p I.SHALL BE DEFORMED BARS,FREE FROM L005E RUST AND SCALE,4 CONFORM TO A.57M.A615 GRADE 60 TYP. - ? ABOVE BEAM SUCH LINTELS. UNLESS OTHERWISE NOTED,PROVIDE C457-IN-PLACE LINTELS. 2.ALL ACCESSORIES SHALL HAVE UPTURNED LEGS,AND BE ELASTIC DIPPED AFTER FABRICATION. SPACINGS p= W ABOVE OPENING ACCESSORIES FOR REINFORCING SHALL BE INSTALLED IN ACCORDANCE WITH A.C.I.315(2005). U •H 1 S EP..12'O.C. 3.5UPPOR7 BARS SHALL BE-5 OR GREATER AND NOT SPACED MORE THAN 4'-0'O.C. SUPPORT BARS AND K CORROSION PROTECTION ? 8 0_ 1 4 2-5 BOTT. ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN I'-8'PAST OUTERMOST CH41R OR SUPPORT w U 4 1.FOR ALL CONCRETE BALCONIES 4 EXPOSED CONCRETE PROVIDE WATER BASE SEALER 0- - ud in p 4.A MINIMUM OF 3 SUPPORT BAR5 AND 3 INDIVIDUAL HIGH CHAIRS FOR EACH SUPPORT BAR SHALL BE EQUAL TO ENVIROSEAL 40 BY HYDROZO. WOOD 5UCK O PROVIDED FOR TOP REINFORCING. JAMB DETAIL = OPENIW 5.ALL PLACEMENT OF REINFORCING BARS SHALL BE IN ACCORDANCE WITH THE MANUAL OF STANDARD O.WOOD TRUSS GENERAL NOTES: -SIDE OF OPENING PRACTICE OF THE CONCRETE REINFORCING STEEL INSTITUTE. THE TRU55 LAYOUT SHOWN ON THESE PLANS ARE SCHEMATIC IN NATURE. HOWEVER,THE SUPPORTING VER).REINF.(SEE #Q O SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE FRAMING SCHEME SHOWN WILL PARALLEL - SCHEDULE TYP) G 6.PLASTIC TIPPED COLUMN SPACERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL, �+ FINAL TRUSS DESIGNERS LAYOUT. THIS FRAMING SCHEME(DIRECTION OF TRUSSES,MAJOR G.T.BEARING POINTS,ETC.) Gj W SUCH THAT A 2'MINIMUM CLEARANCE IS MAINTAINED. Q 3 CAN BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE ENGINEER OF RECORD WHO MUST REVIEW PROPOSED E.STRUCTURAL STEEL CHANGES AND AUTHORIZE STRUCTURAL REVISIONS ACCORDINGLY. FINAL SIGNED AND SEALED ENGINEERED TRUSS Q g DESIGN MUST BE SUBMITTED TO THIS OFFICE FOR REVIEW 45 PER GENERAL NOTES. TRU55 DESIGNER5 MUST PROVIDE t� I.STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES: ALL TRU55 TO TRUSS CONNECTIONS 45 PART OF THIS DESIGN. a.ALL WF,ANGLE BASE PLATES,CONN.PLATES NON---ASTM 436(FY=36 K51) 7•i x 1 7. b.STRUCTURAL TUBE --- ------ASTM 4500,GRADE B(FY=46 K51) PEN.TAP CONS DROP BEAM DETAIL ADDITIONAL NOTES FOR TIE BEAMS: (TYP.) a STEEL PIPE--------------------------------------------ASTM 453,GRADE B(FY=36 KSU d.ANCHOR BOL75(U,O.N.)--------------------- ---ASTM A307 I.TYP.TIE BEAM REINF.SHALL BE CONT.4 LAP5 FOR TOP 4 BOTT.REINF.SHALL BE SCALE:3/4' =1'-0' 2.ALL STRUCTURAL STEEL SHALL BE DETAILED,FABRICATED,CORROSION PROTECTED 4 ERECTED IN STAGGEED. ACCORDANCE WITH THE AISC CODE OF STANDARD PRACTICE,LATEST EDITION,EXCEPT 45 MODIFIED IN 2.WHERE TIE BEAMS FORM CORNERS OR ACUTE/OBTUSE ANGLES.THE REINF.SHALL DATE 09-10-11 THE&ENOTF5. PROVIDE IN SHOP ONE COAT OFF RUST INHIBITING PAINT FOR ALL EXPOSED STRUCTURAL BE LAPPED W/TOP 4 BOTT.2'-6'x 2'-6'LAP BARS OF MATCHING ANGLES 9 4CUTE/OBTUSE t-ROUGH OPENING STEEL. - SCALE 3.ALL EXTERIOR COLUMNS,54SE 4 CAP PLATES SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. ANGLES. 4.ALL ANCHOR BOLTS,HEADED STUDS SHALL BE NOT DIPPED GALVANIZED EXCEPT THAT EXPANSION WHERE TIE BEAM TERMINATES WITHOUT FORMING A CORNER OR ANGLES,THE TOP REINF. SHALL BE HOOKED OR EXTENDED INTO ADJACENT SLAB AS THE CASE MAY BE( PER TYP. DRAWING RBJ BOLTS FOR REAR EXTERIOR COLUMNS SHALL BE TYPE 304 STAINLESS STEEL A5 MANUFACTURED BY BEAM DIAGRAM). DOOR g WINDOW BUCK R4MSETAREDH£41). 4,WHERE TIE BEAM OCCURS ADJACENT TO 4 DESIGNED BEAM,THE TIE BEAM REINF.SHALL F Zvonimir T- BelFranin, P.E. JOB 5.CONNECTIONS SHALL BE BOLTED/UIELDED AS SHOWN ON PLANS. THE FABRICATOR 15 RESPONSIBLE FOR N i.5. THE DESIGN OF CONNECTIONS NOT SHOWN ON THE DRAWINGS. GENERALLY,CONNECTIONS SHOWN ON THE 5, EXTENDED INTO THE DESIGNED BERM FOR GLA55 'G'LAPS. F TEN NCx CNEDULE Gonsuli ing Structural Engineer 5.UNLESS OTHERWISE NOTED TIES FOR THE TIE BEAMS SHALL BE 4"39 12" m EA.CORNER P.E.r 33014 SHEET STRUCTURAL DRAWINGS ARE SCHEMATIC AND ARE ONLY INTENDED TO SHOW THE RELATIONSHIP OF 4 BEND 4 ON EACH BIDE OF INTERMEDIATE COLUMNS 4 FOR THE REMAINDER LENGTH PROVIDE NOTE: 4836 SID.14 OT.11IANI,FLORIDA 33155 S-7 MEMBERS CONNECTED. "3 0 48'O.C. SPECIFIED FASTERNERS TO BE THRU WINDOW FRAME/BUCK (305)669-0255 4 INTO CONCRETE AS PER PRODUCT APPROVAL, BELFRAwNaAOLCOn OF SHEETS HISTORY OF DRAWING 189" DESORPTION DATE OF ISSUED PROGRESS PERMIT OONSTRUOTON REVISIONSY 53 A3 qg A9 ❑� u-—j LIBRARY w 8 5 4TH A A9 Q A5 A5 A5 W W AI 5 _ A3 Ca- 1 A 5 GL uj NON W I.L AI NN U1P/GFI A5 LL y Al Al A3 S➢ A3 pp A3 w O cL. Z O A5 Al PB sn co FOYER AI3 PORCH EA! 413 A13 5LOPE POOL LTG.P-9 LANDSCAPING U)F- 01 2 CKTS A9 I P-8,10 A2 AZ � 'v^ v 11C Al q ' M 0 DMING RM l" L J �k A2 L LQ) All ''S AL.A15 A9 Z Q 1 VP SD N CABANA Bar AI3 A5 th An AHU A2 00 oLOp Al=Q I h A-24 6 A2 r Ch COVERED A19 AI9 AI9 q2 GFI ~ XX j LL TERRACE AS A29 A-20,22 All FAMILY Rl". A31 U ll3 1, - AIT SD c0 LAUNDRY T A31 GF1 a2' SLOPE A6 AIT AS A33 W l' GFI r In c�c� Al A14-0 A21 O U (n A 16,18 GFI 1'SLOPE O J A21 PNL'A Q � All A4=0 All AS GARAGE . GFI PAN7',RY p GFI A6 A21 ®O ® V G45 A23� T 0. A31 Z Al WP/GFI AI9 AI9 AI9 KITCHEN �© A23 - A35 P6 O BBQ A���6 F47 MAID'S �IA31 GFI v � �� A GFI � A23 Z � mow. O GA5 B.B.Q. P-2,4 3 -5 -I 411 A6 AA A23 A23 POOL GFI EQUIPMENT I GFI PNL'P' T" LLIP/GFI 6+� A31 1�W BI UG.ELEC.SERV. A31 METER/MAINS/ TRANSFER 5W. Lu Cat ik>� 6� FFR&T FL00F, F'L,4N-ELEGrt�IO,4L �` N N � 8g 5CALE: 114'=1'-0' DATE OD-19-11 • SCALE AS NOTED JDe 011-113 DRAWING M.A.S. GUERRERO/GONZALEZ ENGINEERS INC. J08 Mk�ml C.Cuem"m,P.E Ns�anlwl Eq.llc./15215 SHEET 760 TMIWJI CVNL 6D, C M-1,RMW J91M 262MI Fo,(309)262-6211 E—moo:PRPIEC190dIkRRD,DODx2NF2ENPNEDi6.CON I OF 3 SHEETS Gy1 DDOT612 HISTORY OF DRAW Np ISSM DESCRIPTION DATE OF ISSUED PROGRESS P6UJIT CONSTRUCTION REVISION BY U O- LL vP BEDROOM`3 V r BI3 o BI3 Z n F5 N NBI3 5I3 A5 IAGE55 fop/ppJ VP VP G B25 BI BII I I ~ DO BII BII H Z O I j T VV 152 GF � BI6 CO A5 \ / _ SIi71NG � � BI6 'OPEN i0 M45TER 5ATN FOYER II II15I6 i 1523 I 23 816 u_ 1515 BI5 GFI BB «2 U B 2, — — Z C7 O T 3 814 BEDROOM rl Z LL UU O T T L. BI5 Z Q ,PNB,L II 4 c0A ICI BI BI4 BI5 ^ (n BB LL I CO DN. 1 Op Lc) N 514 BI5 9 ❑ 525 1517. Bll BIT W.I.GL a A5 SD 521 B_6a BII BIl oI BALCONY SD A5 LO Bll U 113 MASTER BEDROOM WH BII W B21 "2 525 r tp BI9 2 0 B21=0 B21 U c v Li °o DRESSER Q ti SLOPE BI9 U W.L OL. B19 Z Bn Bn B21 d O � II R II II I I � — 5 - - -I — — — __ - - - - - - - - �Q 0 Z N SECOND LOOK FLAN-ELECTRICAL a :3 SCALE: 114"=I'-O' DATE 0 9-1 9-11 SCALE AS NOTED JOB p:011-113 DRAWING M.A.S. GUERRERO/GONZALEZ JOB ukSGi cEc%S INC. sh.—I Elg.Ilc./15]35 R..L SHEET Gonzalez,P.E ///��� C_'1 1B0 TMAWAI WUL RD. C L Miami,Flad�J}Iµ OF 3 SHEETS YDR—B11t a�JSRO�FCrsxuEa+wpcpRZUCgdauEws.cpu HISTORY OF OPAWING ISSUED OEBCRIPTION DATE OF ISSUED O PROGREBB PERMIT CONSTRUCTION REVISIONSY 120I240V PANEL "A" 150 M.L.O. LEGEND 1PH,3W SURFACE MTD 1201240V PANEL "P" 100AM.LO. BRANCH CIRCUITS 1 PH,3W (W PROOF) SURFACE MTD NOTES, I� SPECIAL RECEPTACLE OUTLET WIRE AND TOTAL BREAKER CKT CKT BREAKER TOTAL WIREAND CKT.NO. DESCRIPTION CIS TRIP LOAD WIRE CONDUIT REMARKS I-MAINTAIN 2 FT.CLEAR HORIZONTALLY SIPIEXRECEFrACLEOUTLETIBAIZTJ LOCATION CONDUIT V.A LOCATION TRIP NO. NO. TRIP V.A CONDUIT ON FIRE WALLS. e- SIMPLD(RECEPTAQEOIfilET1µ17AV COVERED TERR. #14-1k"C * 1P-15 1 2 1P-20 1500 #12-1 JVC DINING REC. (°) 1,3 C.U.-1 2P-60 6000 2#6-3/4"C 2-MAINTAIN 4%z FT.CLEARANCE BETWEEN Q OUFIEX FLOOR RECEPTACLE,1b1,1FRV (fl) BEDROOM 3 4 15W APPLIANCES BOXES IN GARAGE CEILING. BEDROOM 5 8 1500 APPLIANCES 5,7 C.U.-2 2P-60 6000 2#6-3/4"C 3-IN ALL AREAS SPECIFIED IN 210-52 /6i// EXHAUSTFAN . ALL 125V-15A AND 20A RECEPTACLES caMBINAnCmFAwuollr SHALL BE LISTED TAMPER-RESISTANCE L.ROOM 7 B 1500 REFRIGERATOR 2,4 POOL PUMP 2P-25 2000 2#10-1/2"C ON TIMER RECEPTACLES- WILING LIGHTING FIXTURE FRONTPORCH 9 10 1 1200 DISHWASHER 4-PROVIDE ARC-FAULT PROTECTION PER BATH 11 12 800 G.DISPOSAL 6 RECEPTACLES 1P-20 900 #12-1/2"C NEC 210.12(5)SEE PANEL S(::HEDULES. ® FLUORESCENT LIGHTING FXTRE-SURFACENTM. ENTITY 13 14 7500 MICROWAVE 5-STAIRS ILLUMINATION SHALL V J 8,10 LANDSCAPE 1P-20 1800 ON TIMER COMPLY WITH FLORIDA RESIDENTIAL WALL MGUNTEOLIGHTINGFIXTIJRE O J LL DINING 15 16 2P 3000 2#8,1#10 OVEN CODE R3031,(MIN-IFC) O I IL J KITCHEN 9 POOL LIGHT 1P-20 600 UNDER CABINET FLUOREBWENT LIGHTING FIXTURE 17 18 40 3000 1#10GRD-3H"C i GFI OD Lu FAMILY ROOM Q � FLOW LIGHT 19 20 2P 2000 3#10-10C DRYER 11,12 SPARE 1P-20 O CEILING MOUNTED LIGHTING FIXTURE �z r FAMILYROOM 21 22 30 2000 U Uj MAIDS 13-18 SPACE o LIGHTING LLJ 23 24 2P 4500 2#B-3M'C AHU1 � FusE On DIECONraECr eYnTw 0 0- r BATH REC. #12-1/2"C 1 1P-20 25 28 60 4500 IS KW) / TELEPHONE OUTLET W N LAUNDRY 1501) 1P-20 27 2B 2P 13150 3#3,1#B PNL"P' LL /❑ TELEPHONE OUTLET Lu a WASHER 1600 1P-20 29 30 100 13150 GRD=VTC TOTAL 17,300 (72A) © TELEVIBWN OUTLET W GARAGE 800 31 2P 3000 298-3/4"C W.HTR O 32 G.OPENER 800 33 34 40 3000 No-1 �o HI-HAT unY G.OPENER 800 35 36 1P-20 91)1) SPARE FtreNBVrron "L' V SPACE 37 38 ELEGTRIGAL NOTES CHIME 38 40 I.ALL ELECTRICAL Ub SHALL BE IN ACCORDANCE WITH THE S.MATERIALS,APPLIANCES,DEVICES AND EQUIPFEIJT SHALL MEET WALL SWITCH 1M 125V NATIONAL ELECTRICAL.CODE AND ALL APPLICABLE LOCAL CODES. WITH THE REQUIREMENTS OF UNDERUMTERS'LABORATOMEO AND 41 42 3. COOT�MAtE ELECTRICAL SERVICE W,FLORIDA POWER AND LIGHT SHALL BE NEW AND THE LATEST STANDARD PRODUCTS OF MAMFAC- 83 THTSE WAY TOGGLE SWITCH GCT'1PANT TUNERS REGULARLY ENGAGED M THE PRODUCTION OF THE ITEM, * UNLESS OTHERUIBE INDICATED.LIKE ITEMS SHALL BE THE PRO- FOUR WAY TOGGLE BNLTCI 2009 S.F. 6000 3-ALL TELEPHONE RELATED EQUIPMENT PER TELE'PWO"IR CO. DUST OF A SINGLE MANIFAGIUFER JJJD ANBIAEIA/TIA-510 R-I SUBTOTAL 11,100 TOTAL=81,400 50,300 SUBTOTAL 4.ELECTRICAL INSTALLATION DESIGN OF 11416 PLAN N M CCM- P. ALL CONDUCTORS SHALL EE C/>t'PER AND RAJ M CONDUIT.WIRE LJ SAFETY DIBOONNB.TBWITCH PRDVIDE PLIANOE AS SET FORTH BY STATE OF FLORIDA 01A E0 MODEL SIZE SHALL BE THUN UNLESS OTHERWISE NOTED GN PLANS. (a)AFCI C/B ENEFV.Y EFFICIENCY CODES. GROJm CONDUCTOR PER NEC ARTICLE 750-1)1. - O JUNCTION BO% DEMAND LOAD=52.4 KW 11. LOCATION OR OULEM IN ELECTRICAL DRAWING°16 DIAGRAMMATIC: 6.THE ELP RACTOR WILL EXAMINE THE JOB SITE AND DETERMINE FOR CCECx MANUFACTURER'S DRAWING FOR Ek T LOCATION OF OUTLETS. J A/C�100%=4200 HIMSELF PRIOR TO 8UBF110910N CF BID Exlsrll-li CO-IDIr1LN8- OF FAN p� FIRST 10 KW 100°b = 1 6. KW w HEAT 85%-5850 42.4 KW.sr 40% 18.98 KW 6.ALL ELECTRICAL-WORD BR IT BE F E HIS RE BT A LICENSED G• PIdOVIDE TYPEWRITTEN OCiIEDULE9 FOR ALL PAYELBOARDS. �j PAN AM LIOHT(J-WIRE CKT) •F r (V V9 ELECTRICAL CONTRACTOR IT WILL BE HIS RESPONSIBILITY TO AI(., = 5-85 KIN 6�AND PAT FOR ANY PERMITS,CERTICATES OF INSPECTION, 13. A�EQUIPMENT WIRING BREAKER AND RUSE SIZES ARE BABED ON FM1 7 :S O A/C EQUIPMENT 5FECFIED ON ORIGNAL CONTRACT DRAWNGS.CON- GFI GROUNDFAULT INTERRUPTER ` U"J 32.81 KW(137A) T-SUBSTITUTE MATERIALS EQUIPMENT OR METHODS SHALL NOT BE TRACTOR IS RESPONSIBLE FOR PROVIDNG ALL WIRNG,BREAKER J FADE WITHOUT ANAL OF THE ENGN A/C EQUIPMENT F THE USE OF A AND FUSES SIZED IN ACCORDANCE WITH A EQUIPMENT NAMEPLATE WP WEATHERPROOF LL V SUBSTITUTE REQUIRES A T CHANGE N 1000 THE NECESSARY FOR RE REQUIREMENT°IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS. SUCH CHANGE WILL BE BROUGHT TO THE ATTENTION OF THE ENGI- AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BT TH15 CHANGE SMOKE DETECTOR �J Q NEER AND IF APPROVED,SHALL BE MADE AT NO COST TO THE CONTRACTOR SHALL MAKE ABOVE TIENTIONIED CHANGES AT NO EXTRA L ? a QU.IJER COST.HACK CIR IT BREAKERS MAY BE USED IN PLACE OF FUSES.USE lE30 CARBON MONOXIDE AWiM WMATTERY _ NON-AUTCTIATIC SWITCH FOR AC COO.DISCONNECT-(CCHPLY UM C,110-26) S.CLEAN UP 511( TRASH AND DEBRIS GENERATED BY THE UJRC AND MGM N_ _ LEAVE COMPLETED WORC N A CLEAN,UNDAMAGED,AND FNIOHED COMBINATION f:ARBON MONOXIW AIAWJ AND SMOKE OETECTOIi CONDRICN READY TO RECEIVE WITHOUT FURTHER PREPARATIOµ N. ALL SMOKE DETECTORS TO BE INTERCONNECTED ON SAME O UNLESS 80 SPECIFIED M OTHER SECTICNS,ANY ADJACENT OR OKT(AFCI PROTECTED) SHALL SEMI LIBTEp OR VBBED ,^ I" 12=40V 150 M.L.O. ABUTTING WOW TO BE PERFORMED BY OTHERS, B.FLANGE AND DRYER SHALL HAVE BOTH NEUTRAL G GROIMDINO, I � PANEL"B" WIRE PER NEC ARTICLE 750-140. 1PH,3W SURFACE MM I 04 Lp N o BRANCH CIRCUITS `T LOCATION WIREAND TOTAL BREAKER CKT CKT BREAKER TOTAL WIREAND Jti Q LOCATION CONDUIT CONDUIT V.A TRIP NO. NO. TRIP V.A LrLi FLOODS #12-1 "C 1500 1P-20 1 2 2P 4500 2#8-3/4 C AHU No.2 LL 2 FLOODS 1500 3 4 60 4500 (6 KIM LOAD TABULATION BATH REC * 5 8 SPACE Ep MAND 41C v PNL 'A' 52.4 585 Lu BATH REC * 7 B SPACE PNL 'B' 15.3 585 COMPLY WITH NEC 210,12(8) T WHIRPOOL 1500 9 10 2P 3000 2#8-314"( W.H-NO2 FUTURE GENERATOR TOTAL= 61.1 11.1 i� (e) BEDROOM 014-112"C * 1P-15 11 12 40 3000 SMOKE DETECTOR ,r 13 14 1p_15 * #14-11M STAIRS/CORR. (B) SEPARETELY NON-DERIVED FIRST 10 KW 9 100%10.0 LINE SIDE IIGV V M� * 15 18 +r SITTING 2P-400A AUTOMATIC - OF SWITCH - ((D W (°) TRANSFER SWITCH AIc KW o dp; =211.1 Q MASTER BED * 17 16 SPACE (22,000 A[C) A/C II] SWITCH' * 19 20 3"350 MGM THUN(CU) TOTAL 44,18 KW(1a6A) SWITCH LEG 2-/2'C 3550 T1CM iHLLN(CU) PHASE CONDUCTOR 1 21 22 z BATH * 23 zA O o� a'`a° PNL PNL PNL SMOKE DETECrtO� BATH *' ZS 28 0 B A P CONNECTION DETAIL NTS. SPARE 27 28 33/0 THWN,1'6 GRD. NOTES: SPARE (CU)-YC 30 2 20 2 150 3"3 T4lIN,I 16 GIRD. 1-SMOKE DETECTOR SHALL BE HARDWIRED(110 VOLT TYPE) 31 32 (CU)-IIR'C WITH BATTERY BACK-UP AND SHALL BE CONNECTED 33 34 WP WP TO A BEDROOM CIRCUIT PROTECTED BT AN ARC-FAULT CIRCUIT INTERRUPTER ALL SMOKE DETECTORS WITHIN EACH 35 36 (22,000 AI.C.) 31/0 TNWN,P6 GRD UNIT SHALL BE INT£RCONNECTED(AFCI PROTECTED) 97 38 TYPICAL (CU)-2'C Y3 39 40 N 2-6MOKE DETECTOR SHALL BE LOCATED AT LEA5T 3FT.FROM ll! ANY A/C DIFUSER,BATHROOi DOORS AND WITHIN 20FT.OF F 41 42 2!CU)-3/4'C U��QO 3350 M 1 THLL1J(CUl 33/0,1%GRD iHU.N!CU)2'C COOKING APPLIANCE BE OF A PHOTOELECTRIC TYPE. ul * 1600S.F. 4800 2-1/2'C 3-THE MOUNTING AND LOCATION OF UNIT SMOKE DETECTORS Q W Q SUBTOTAL 9.300 TOTAL 24.300 15,000 SUBTOTAL SHALL COMPLY WITH NFPA 12 5EC2-52.1.6.CEILING MOUNTS J t/) - NOT LESS THAN 4'FROM 4 WALL AND WALL MOUNTS AT LE45T 4' IL yZ((11 3 FROM CEILING AND NOT MORE TWA 12'TO TOP OF DETECTOR it N (B)AFCI CIB (b)ON TIMER A/C @ 100%=42M DEMAND LOAD=15.3 KW (e)GFI HEAT @ 85%=7150 FIRST 10 KW @ 100% = 10.0 KIN Io 5.31KW @40% = 2.12 KW A/C = 5.85 KW 17.97 KW(75A) I-5/8'GOPPERCLAD GROUND ROD COUP(METAL)10 FT.LUNG DATE 09-19-11 BLDG.57EEL FOUNDATION SCALE AS NOTED JOB ry:011-113 DRAWING MA.S. RISER DIAGRAM ENGINEERS, INC.ALEZ JOB ENGINEERS, INC ml C Dmr,en,F.E mnmlml EIg.uG./ISZss SHEET NTS E ftvlGel L DGnxGlez,F.E AAA Dxhlml EM.N'G./. C_-1 Tao TMIWJI fiNlaL 140. C J MlGml,FlMEO DJ114 Ew.nmflit P"G 000 Fm(505„2aT-B­1INEEAa.ODM OF 3 SHEETS 3 ODDTa12 HISTORY OFD WMD ISSUED DESCRIPTION DATE OF ISSUED M PROORE88 p PERMIT p CONSTRUCTION REVISIONSY �=U �■ �❑ O � 4 LL- J 6'6AU 4' o GM UP BATH U T J / P. 160 CFM L 2%a,lw W 0 8 oa ® sm CL LIBRARY • l" F5 NO LLB �■ ,� ��' pipp CL 0"s 2)RAG 00 0Y.6,IW W/� � 90 CFM z V 2Xa,IW ❑ I I I LIVING Rl. FOYER PORCH -�, 60 CFM . 8's Lxa,lw 1" aN so 150 GFM p � ❑ _SLOPE I2xa,Iw - REF.LINE5 FROM 4l-U2 ABOVE. z DINING R`I. 'I" u- ® 8° z `� uF 4'0 26 GMD U GAB —_20m GFM To RooF w/cd BATH R THRU 40,CFM L>I UL LOUVER \,IW 4•s 50 CFM 2/10 �aoR N F T RAG IOxic H Lu 6 s I 140 GFM I v REF. r - IOk6,IW I I 6's D. THRU C I ING SPACE DRYER VENT I 4'm 26 GMD UP TO ROOF /1 DISi BCX 6m CFM I W/GdP NO 5GREEN) 2' U (/) uaXa1W 74 W co C'7 SLOPE 6'= LAUNDRY TT Lf)> fD COVERED FAMILY RM. I WAL o s'o TD z•SLOPE U v TERRACE /i D BoR R 40 Op J I PANTRY / xio GARAGE I40 CFM / � Imx6,lw O REF.LINES _—I i� • Z ws) ^\� d iox6,Iw MAID'S 0 BB.O. KITCHEN EF-1 R ® EXKIT HOOD 140 G E%DUCT FROM TPRJ EI GMD 6%6.IW KITCHEN E'/,NdUST DJL THRU CEILING �UP TO ROOF. Z, CU 2 GU sl a �4' 16 GMD UP O FOOL RooF w/cdP. , EQUIPMENT - �o ¢5w<o N FfR57 FLOOfR PL,4N SCALE: 114"=1'-O" DATE 08-13-11 SCALE AS NOTED JOB p:on-113 DRAWING GUERRERO/GONZALEZ ' ENGINEERS, INC. JOB G Guemm,F.E G ENGIN , G, SHEET R°Po°I L 0°nxal°z. 11 D°°—EI9.Z R,65> M_1 >eo rAM1AMI cnnaE eo. Mlaml,FlMCO J]I44 Ttl.(305)252-3944 Fm(305)262-9211 �e0 7PW2 acuEla>Eaoconzr.EZEmarvEERS.cou OF SHEETS p 000>e1z MBTORY OF DRAWING 198UE0 OEBQi"ON DATE OF IWB PROOREW PSWTT DDN9TRll0iIDN REVIBIONOY O-jLL m R Gm Wic - U W W y 2 uj f Q^ W Fn 0 40 4' w o BEDROOM 03 /L�^L F' 11D UF TOR W/CAP^\ EF- bXbrl LL s DOE o w o Z X6JN7` L� I I OPEN TO I I - - FOYER ice/ I I B I I 4'e m SITTING REF-2 MASTER BATH 60 Off( �TTJ IOxb,llli\ I I L4'0 26 GMD UP TO ROOF \\\ I I W/GAP. 0 _ I 6'0 Li I I am Oa-1 - BXB,aw l T I I r^ �A \ 16/1 Z 2 T_2 - v pNo H ® O H 200 GFM l Z LL QUQ 12xB w Q — BEDROOM-2 ^�^ 4m D'T'I >< b � 1.1. X6,IW ,I� (2)RAG t0 I 11XD 1 10 m B'1 D16T BOX , N 4'0 r 09 n 40 _ 12'0 b.e 4'0 H.54T11 a LL �I DIRT BOX, 6'0 (2)1r, W I I BALCONY 4 O U v 1 (27200 CFM 1 40 GFM IOXIO,4w DRESSER /I6x61w �( 4O cFTM h F I. SLOPE 80 GFM 10X6,IW MASTER BEDROOM I I a D EX DUCT FROM U KITCHEN EX A ST W/GAP I I I I J EXPAN FROM BAT"BELLOW --- --- _-- z 0?'t cQi=w<� O N SECOND FLOOR PL;4N Mg4 5CALE: 1/4"=I'-O' r DATE 0 9-1 9-11 SCALE AS NOTED JOB p:011-113 DRAWING GUERRERO/GONZALEZ NN„GiNcEc R5 111. JOB bGE ecM.1.1 Erg, SHEET Rafael 1 Gvazvlez. 11 0«maul Eac.ua.It tosT LL A_2 ]BO TANW11-RU. 'V' umml,Rama ula+ Tel.(]U5)262-]9H,Fa:(]OS)R6R-B21t E-man:vAO..ccfsecu6wrnocoNZ�EguaHEENS.caN I OF SHEETS cyT oometz - HISTORY OF DRAWING ISBUIED 0090R)PTON DATE OF ISSUED CD PROGRESS [1:1 PERNIT M CONSTRUCTION CAP FOR FUTURE CONNECTION SOLAR \ REVISION BY oR FEAT RECOVERY v P'I-UMBING FIXTUFE eCHEpULE HVAG DE91ON R=OIIPES YES NO AIR CONDITIONING SCHEDULE HEAT TRAP DUCT D DETECTOR WINn MANIFAOTWfER IAT1.!IQ'i E[P M AT.HEATER HEAT GIFORT TOTAL MN nAx OOOLSG CAP.ert O/A DREN610N0 I✓S.LREB WEIGHT ELECT.FERNCE �T N•1R Ra wn oc e' • - 4' x AJD N IEL NO. TONS- IIp Id! 11-tiL AFP AIT PLAMP A-IP.AMP. • CFi'I WOtLxH(INJ L 4 W T Lae. VOLTdAYHx E£EIQ TYPE GATE YAL ATE VALVE LAV nn• I 4' 4' Elf£DAMPER<D) x TRINE-4TEE3F40B1000A 1600 50 B H,Va 3]ID ____ 49/Irt 4D 45 -••• -.-- ]6 z 21 z B2 ..- -.- rl4 ]08-130/1/60 SID R-410A HEAT TRAP - eH s' x 4' 4' - FIREI DAFFECL ---- 21] ]90/1l3 2p 4p 3T300/4_b00 ---- S1 X94 X DS 3/B'l/B' 262 20D-]30N60 COLD WATER 9/4' DL M• x 4' 4' FIRE RATED ENCLOSURE % -u` .2 TRAP-E.4T1X604BGI600A 4ID -.-- H91 TO FIXTURES y y FII�Iq.41PD ROOFFLOOR HOT WdTER 3/4' WILN PRE99JFE x TEMPERATLRE 4. 4•RELIEF VALVE(A5TME APPRVD.) y y NOTES, IRE FR03RA I_R THERMOSTAT M ALL SYSTEM CONTRACTOR SHALL FF VERIFY THE DIBTANRE OETIEEN TH£MDOgq AND OJTDLUR WHIR AND TO OEOG THE DEED O•THE IffFRIG£RANT LINES WITH V FIXTURE,,0 106043..r,r 200_2J,3,rHg S .AND 3/4'GT RELIEF E cq;dE RGE 40 MI-D DE 1 ER-U AA,FFICI ],7.1,3,N_AR AND LINE,70 OUTSIDE GREEN MIAMI-DARE WATER-USE EFFICIENCY STANDARDS MANUAL AREA TERMINATE 6' 2) ANTI-SCALD VALVE: 80 GAL ABOVE FIN GRADE ALL SHOWERS N 5AT4/9H0WER COMBINATIONS SHALL EF--0.93 BE B�•4LANtT THERM�TICMIXT' GR COM- CENTRIFUGAL O J W ppIRgg FAN RIFUG FAN SCHEDULE W J DRAM VALVE POURS N TYPE 9E7,4TAIN E P09111aN 93,09 PER MANUFACTURER&INSTRUCTIONS AT TIME OF INSTALLATION SOUND INSULATED ♦ TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 120•F. HOUSING HOUSING, � MANUFACTURER ELECT.OERVICE DR'ENSIONS WEIGHT W Q aN--� FAN• AND MODEL NO. BONES AMP CFIM a SP. VOLT.IFNM1Jr WsLxH(NJ L.S. r�ll•IAfaCB 0•Eiax>JRAN F \ REMOVABLE EX FAN-I MpDAm 0T 0D0 0.b ®� SO a V0' IBA 160 m5 z I]z l D] UY GRILLE x 4'F 6M DUCT TOILET WVJ.L eRAOQT GRILLE 03 0,t S0 a NIB' IBA/60 10b x D x 1 02 DAMPER 1 110,E M DUCT d O I-DP TOILET MARC Wl/GRILLE 1 4'0 BM DUCT O EX FAN-2 MODEL TXE0e0 DAMPER 1 ROOF OR W/CAP W W^ it ,7L law-a- LOW PROFILE GALVANIZED / Q I.L SELF FLASHING ROOF CAP O ELECTRIC WATER HEATER DETAIL FELT p{{D NOTES USE THIS MANUFACTURE OR SIMILAR SCALE:NTe. CA RA&°T1JG°ROOF W LL CAP r LYU.D. ROOF CAP gEqLpNT TYPICAL TYPE EXHAUST FAN DETAIL 0 FERIIMETER cur-out N.T,, AIR CONDITIONING SYSTEM-GENERAL NOTES: W I j DUCTWORC INSTALLATION 4'A BATWROOM z tJ THRI ROOF 4'A DWYER 1. DUCTWORK 814ALL BE I IR'THICK 3 PONDS PER CUBIC P-l'DENSITY L EXHAUST PAN DUCT FIBERGLASS WITH VAPOR BARRIER UNLESS OTHERW9E SPECIFIED. ROOF CAP. DUCTIWORK SHALL BE FABRICATED AND INSTALLED M ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND ACCORDING TO'A&HhAE' 6ALVANIZED ROOF GAP DETAIL AND'SMACNA'STANDARDS. DIU E DINS WID9 ARE M INCHES AND CORRESPOND COM L INSIDE 10'T'DI,MD DUCT DMEN810N9 WIDTH X FEK.sFHT. DUCT 8T0TEM SHALL 101"IPLT WITH r-18 9 GLA69 NFPA'STANDARD NO.WA AND/OR 908. DUCTWORK AND COMPONENTS SHALL BE CLASS I MATERIALS IN ACCORDANCE WITH Ul. 101 •10x114'SHEET 4­1E'M67i`Li1 D T TESTS. CHIMNET FLUE -- - MET•SCREWS 22 GAUC.£,FEET METAL, FL 2, �IJ� ATI ES 14D OPENINGS WITH VIDE THE THHEM TRADEES EXTEN51T 2Vx'SQUARE WIASHER9 I'x3' G4AA1 ST817-M A/C CONTRACTOR SHALL USE THE BEST FRACTICEB O THE TRADE IN U T UGT 12'HAX O.C-MIN 2 PER SIDE THE FABRICATION AND INSTALLATION OF THE SYSTEM. CHIMNEY FLUE= a' 3. OIFFU5ER5 SMALL BE SELECTED,LOCATED, AND BALANCED M ORDER ATTACH SNGLE PLENUM GFM CL0911R THAT THEY DELIVER THE REQUIRED CFI TO THE ENTIRE ROOM EVENLY 10'ROUND ELBOW AT FRONT OF AHUXI'XI/B' AND DRAFT FEE 70 MAINTAIN THE FOLLOUING DESIGN CONDRION9� F17-1-1 PER FBD,603._ NGE 4 BM 7 INBDE OUTRIDE RELATIVE HJHIDITY T- SEE GDNNECTION DETAIL EEXHALIST FAN t DUCT DETAIL }NI^�G'-1�v015 914D-plB9 we 5mx To 6me <6' 9'> 10'ROUND VERTICAL ��_� DUCT PLENUM AND EQUIPMENT TUTS. T DISCHARGE 1 4. ALL FAN UNITS,MOTORS,TE COMPRESSORS,QUIETLY LY SO ETC.SMALL BE 18 NAMILE, r N F_ CONNECTION DETAIL AS REQUIRED EA I OPERATE QUIETLY SO THATUE TO AICTIONAB IT SOUND O I TUTS WILL R HEARD IN THE HABITABLE SPACES DOE M AIR VELOCITY, Z (I O VENFOR4TED CAP FOR MOTOR FNM, VIBRATION, OR MECHANICAL MOVEMENT. <24' to 30' VENT,12'HIGH !�CEILING 5. AVC SYSTEM SHALL HAVE CLEANABLE AIR FILTERS LOCATED A9 7 U- U untertopo \ ! _ REQUIRED FOR EASY ACCE991B1LITY. toobotton f 3/4'CONDEN8A7E PARTITION SELECT FIL SCREENED OPENING 6. A/C SYSTEM SMALL BE CONTROLLED BY A THERMOSTAT.MOUNT Z entilstion hood> RUT WALL DRAIN w/3'TRAP, 30 LB.ROOFING GOOSENECK OVERFLOW THERMOSTAT 5'-0'ABOVE FINISHED FLOOR JON. UNION AND CO TO DRAIN FELT �/��WHEN REQUIRED 1. A.L GRILLS AND DFtlJ6ERb TO BE ALUT'llMff OR STEEL GON6TRIGTICN_pIF- GREEN AREA FLOAT SWITCH CA�'D � ..1- RooF vEM FUSERS TO HAVE OPOSED BLADE DAMPERS.PROVIDE GASKETS cC sc N GALV.STEEL I W/BACKDlT DAMPER ON AIL GRILLES AND OFPJ ER9. TITUS OR AIREGUIDE OR APPROVED EQUAL ^ C (ELF-S ) PROVIDE 4'CLEARANCE PEA ROCK - a e - NG BIRD eGF'EEN. F200F LLHITN ENAMEL FINISH - I ALL AROUND AMU V/ NO COMBUSTIBLE I gq�LAg B. UNDERCUT DOORS I'AFF,FOR R/A FOR ROOMS WITH LESS THAN 90 CFM ((pQ MATERALB WITHIN I ROOG T �� FOR ROO•(9 WITH OVER 90 CFM PROVIDE RAG.AND TRANSFER DUCT. Cp 2'CD.PIPE 9' 1 (O NHL.ROOM S. ALL REFRIGERANT PIPING SHALL BE COPPER-TYPE L- LAFPER ACR TYPE. DEHYDRATED AND SEALED.ALL FITTINGS SHALL BE N O R/A THRU LOUVER FRENCH DRAIN FOR UP TO ^ VALVE WROUGHT COPPER ALL JOINTS 614 L BE MADE WITH HIGH r fy DOOR WHEN APPLY 30 TON A/G UNpITE -PLASTIC FILTER TEMPERATURE BRAZING ALLOY OF NOT LESS THAN SA SILVER FLOOR CAPACITY OF 266 GALLON. FABRIC LIIIQU PING D NAND SUCTION LINES SHALL BE SIZED THIAGGOI NG OLEX'. � � V LIQUID TENT MANUFACIURER'8 RECOI-IMENDATIONS FOR EQUIVALENT /¢] �5=0•� CEILIN:a LINE LEINC TH OF PIPNG RUN FOR CONNECTED TONNAGE. ALL PIPING D LL 6, ACCE55ORIES SHALL BE CONSTRUCTED AS SUGGESTED BY EQUIPMENT r,VC C.D. ONDENSATE FRENCH DRAIN DETAIL 4' ]6 GRAD MANUFACTURER ALL PIPING SHALL BE EVACUATED PER GOOD co KITCI4EN HOOT) DETAIL .�UNDER"IS NO SCALE REFRIGERANT LINES NT•5. PIPING PRACTICE BEFORE,TART-UP. TOM 6 DEN N. UNIT 4-UNDERGROUND W PVC SLEEVE OCH40 HVAC LEGEND AIR HANDLER UNIT SEAL JOINT W DUCT 1 j INSTALLATION DETAIL sEALER AND TAPE I� RIPPLY AIR RILLS R Un NO SCALE O AIR GRILLE 2 (0 PLUMBING GENERAL NOTES AND SPECIFICATIONS: U I.A.SCOPE SHALL INCLUDE ALL PLUMBING NECESSARY SHOWN ON THE - I'7 1 EIC RECTANrAILAR Q � V �t SUPPLY AIR DUCT CEGTAYULAR 0 J DRAWING6,SPECIFIED HEREIN AND/OR AS NEEDED FOR A COMPLETE RIGID FIBER9LA55 DUCT(R-6) W SYSTEM,INCLUDING BUT NOT NECESSARILY LIMITED TO: -CEILNG LINE TURNNG VANE - I.DOMESTIC COLD AND HOT WATER PIPING SYSTEMS , 2.SANITARY DRAIN AND VENT STSTE119 SPIN COLLAR W/LOGGING QUADRANT PARTITION W4LL DAMPER N LINE REIN 4 IA RUrCBG11JW PT 1bNTUN`G C�EN9ATE DRANS VOLUME DAMPER AT TAKE OFF V '.PRESSURE AND TEMPERATURE RELIEF FROM WATER HEATER ® Z 'PIPING INSULATION U FLEXIBLE ROUND DUCT I-SUPPORTS AND HANGERS PLOW OF -INSULATED FLEXIBLE DUCT I z'FIBERGLASS I I � ePLIrrER DAMPER D. B.ALL PLUMBING UIDTdG SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST �- AIR - WITH POLYETHELENE JACKET AND STEEL WIRE D EDITION IITION OpFMTTHLE'''FFLLOORU IIDA TBHUEILDFILNpGRG�ODEEN•E3g0,07'EAFFN��ELryOCCALLpOpR�DIINNAR NCES WITH REINFORCING P BIIIL�R�K CAN9TRJGTI AND LLl4TER-RUSE EFFICIENCY BTANDAF�B MANUAL f FAN O HI REGULATIONS. IN THE EVENT OF C40WLICT BETWEEN ANY CODE OR REGULATIONS. DIFFUSER FIRE DNM'ER THE MORE STRINGENTREQUIREMENTS WILL GOVERN. 2, CONTRACTOR TO VERIFY AT SITE THE LOCATION,ELEVATION AND SIZE OF ALL 1-P - 0 SMCKE DETECTOR EXISTING LINES FOR CONNECTION BEFORE INSTALLATION OF ANT PIPING. / ® OPPOSED BLADE DAMPER 3. UNDEE {{F�UND METAL PIPING SHALL BE PROTECTED WITH A COAT OF BITUMINOUS LDRYER�/, �___�,--P.•� COl'10.^l"FIND BEFORE COVERING Vaned Tee 1-P -J / "' Ro ELECTRIC OMP 4 TER 4. ALL FIXTURES SHALL BE PROTECTED AGAINST WATER HAMER WITH AIR CHAMBERS A.H.U. TYPICAL DIFFUSER CONNECTION DETAIL FIN FLOOR ORS R ARRR 97�EF&AB1�9TH Ji4FFIIXTURES W/QUICK CLOSING VALVES SHALL NAVE WATER EL-20 Me HAM MOTORgD DAMPER 5. ALL FLOOR DRAINS TO HAVE TRAP FRMERS II LINE FROM THE NEAREST PLUMBING FIXTURE. 6. PLUMBING FIXTURES SHALL BE CONSTRUCTED WITH THE APPROVED MATERIALS, D ` LN � ` " SUPPLY AIR FITTINCs AT A.H.U. DRYER EXHAUST DUCT ,'MIN. R�� uNI w FIXTURES SHALL BE PROVIDED WITH SUPPORTS,HANGERS,ETC. SCALE:N,TS. STRAP ....JJ KKyy 1. UNDERGROUND UL40TE LINES 3'AND ABOVE TO BE PVC ecW.40.AND SLOPE a U/B'/FT. SCALE,NTA. PERFORATED CAP FLEX DUCT. Q j O] WASTE LINES 2'AND UNDER AND ABOVE GROUND PIPES SLOPE 0 1/4'/Fr. Vl?SF°+A�'IE SIZE MIN.12'ABV AHU 7 1IZVV T(� B. PRKDVOE FULLY ACGE6SIBLE GLEAN CUTS ON SANITARY AD ANT WASTE PIPING AT A8✓IC':'nM DRAIN PAN O{WL W- EVERT CHANGE OF DIRECTION AND AT BOTTOM OF 9TdGK9. CLEAN OUT LOUTIONB CO C AND SIZES ON HORIZONTAL LINES&HALL BE ACCORDING TO CODE. =W Q JO 3 VENT LINE,TO BE PVC SHEDULE 40 AND EXTEND 9'MK ABOVE ROOF AND FLASH WITH LEAD. NON IIp -•I•--i a (p IA ly 10, WATER PIPE BELOW GROUND SHALL BE COPPER TYPE'K'ABOVE GROUND TO BE 3 _o CO. Z COPPER TYPE'L' OR'M', OR APPROVED CPVC. NO JOINTS ALLOWED UNDERGROUND. CONDENSING UNIT Imo, 7 3 11.PIPING SECURE WA.'STAINLESS STEEL 4 J y A gUp RT qLL PI FPM SpWNp ppRTIONS OF eTR1GTUF£AND A7 PROPER GABLE OR STRAPS ANCHOR TO I / DWGr SIZE HANGER elte MAx SPACING 8 INTERVALS AcC MG WNT{H C9pE. �MTG.BOLTS IN A CRISSCROSS Z / / UD B. TICK&LASS OR / PATTEFIN OVER UNIT FOR WIND WOOD SCREW �THRj a]eP� I'n•.]: •la��i'PR�i' FLCAK'4�IN� I� .t�l `.i`� DY�,. 5UPPORT. WOOD JOIST PIPE INSULATION 4 THRI'o OP. M'.22 G.WHERE EXPOSED PIPES PASS THROUGH FLOORS,WALLS,OR CEILINGS,PROVIDE OVER 10 es. '.2]G ESCUTCHEONS FIRMLY SECURED TO THE PIPES AND OF SUFFICIENT OUTSIDE CAULK U)/3M DIAMETER TO COVER THE SLEEVED OPENINGS FOR THE PIPES. PROVIDE CF-25 OR EQUAL C-ONDENCj ATE DRAIN GONNECTOR ' CHROMIUM PLATED ESCUTCHEONS IN BATHROOMS. CONCRETE PAD 4'THICK MIN TUTS HANGER STRAP- NOTE 11`' WIDE MANUFACTURE ALL PIPING SHALL CE EVALUATED 12.NSPECTIONS AND TESTS g LOW PRESSURE PER GOOD PIPING PRACTICE BEFOG START-UP. DATE 09-19-11 A�HOTRACRCTO SHALL JURISDICTION,BRES NSISI�r O ASK FORPRIpNGSRECTION5 O THE ORC3/BRXI5�GUTAp RIVEN 5T DAG O THIS DIMENSION SHALL BE AS RECOMENDED BY THE AIR DUCT -SYSTEMS SHALL BE TESTED BY['.ODE AND/OR LOCAL REGULATIONS. REFRIGERANT LINES gpL 75IU/5H��pgINNg�p�r {{� HANDLING UNIT MAMJFACTURER SCALE AS NOTED IS PIPING:BEFORE MSTALLATICN OF ANY DRAINS,THE ENDS OF TO AIR HANDLER IN 4' MR PLATE TO WITH5TAF6 WINDS SYSTEMS SHALL BE CAPPED AND ALL LINES FILLED WITH THE WATER TO THE 5CH.40 PVC SLEEVE OVER 150 MPH WIT AN ANCHOR Q TH�7�E�1HN P�L�U�MBING CONTRACTOR SHALL COORDINATE FpR DUCTS pM 4 HIGHEST POINT AND ALLOWED TO STAND UNTIL INSPECTION Is MADE BY AN BOLT OF 500 POUNDS MIN.PULL CONTRACTI�H�ENtRE THAT THERE WILL BE WIDE,FASTEN UNDER JOE 011-113 DRAWING :D1.NER REPRESENTATIVE. OLL CAPACITY. BOTTOM OF DUCT 8' SUFFICIENT CLEARENCE 13. STERILIZE ALL WATER LINE.WITH A MIXTURE OF TWIG(2)POUND.OF C 4LpR MATED BETWEEN THE DRAIN AND THE FLOOR GUERRERO/CON ZALEZ LIME TO EACH 11Q GALLONS OF WATER(50 PPM OF AVAILABLE CHLORINE), - DUCT HANGING DETAIL ENGINEERS INC. JOB - RETAIN MIXTURE IN PIPES 24 HCUR9 AND FLUSH THOROUGHLY WITH POTABLE WATER CONDENSING UNIT INSTALLATION DETAIL QCGidNEGT TO AIR HANDL MG UNIT DRAIIy NO SCALE BEFORE PLACING IN SERVICE NO SCALE / uaRl ems:U,i�szn 14, COMPLETE SYSTE11,FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN-SERVICE TEST gWeel L Ganzolez,P.E SHEET AFTER COMPLETION OF THE INSTALLATION. 7O0"Timl Elp.Uc.N. M P-1 Teo TANWJII qo.5)26 Td.(]TI9)]e2-33M,Fl.(305)2e2-e2I1 &i OD IR12 CieeOl zw.IDPNGNFms.coN OF SHEETS r•W 000Telz HISTORY OF DRAW INO ISSUED DESCRIPTION DATE OF ISSUED E1 PROGRESS Q PERMIT M CONSTRUCTION REVISION BY z'HB WNAC. El BREAKER ❑❑ ❑❑ O J LL �' anrN LL J - W 3'SAN.Up--- ///���3'9AN.'IW� W W 2'yEN1 / LIBRARY" pz Q. WE Fn 0 �WN/p�p� 3' 3" ❑ w o Z LIVID Rhf. FOYER PORCH F a a (21 FU) 1'q'CD UP SLOPE Ff vx 2'CD - pppp 2'Vr In O ❑ Z cq � UP Z LL U UP-I BOX Z 2'SAN. CONNECT TO CITY - q'CW,HW SAN.SEWER LINE a'm'�,vFr. 4el,yIFT. 2W •a.•SFr. FOR coNr.SEE N 91TE PLAN ^ CABANA (35 FU) l45 FU) FCO !45 Fu) {.J. ATN - 4 a e'/FT, _ \ cu1� F_ 1 6 16 uj w LL ED D. LAUNDRY � � 2' r � O SLOPE ;r uP w fA 7 DD L �o 2' COVERED TAMIL I"R"I. AAV 2"SLOPE > Lf) TERRACE g"m e•,p. U fn (B FU) PANrR C LU GARAGE Q ®® All KITCH N Z 1.-1,U. MAID'& �❑ Ba.a. 3• d P41T wa ---EwH(BEE =O 3' 2" IU, / DETAIL) T1,aw [A Ew / �� I� ��� � 39'Per POOL CU"2 Cu°I QUIPM)=NT 12'IT �' 2-VENT Boy CONNECT TO CY 2'AAy '9'145—C. WATER METER — — — — BREAKER — FRENCH DRAIN TERMINATE 6' N Lu E+Nf FOR GON�T.SEE (SEE DETAIL) V�— W p Q 'CiLIV W SERVICE AF�s O (45 FU) N FIRST FLOOR ALAN dy r- DATE 09-1&11 SCALE AS NOTED " JOE 011-113 DRAWING GUERRERO/GONZALEZ ENGINEERS, INC. JOB mI c.a-.-.o.P.E GG Mxhpnlcal Eq Uc./152M SHEET RI. L Conx.1. P.E. ElecMeul E�p.�..i,,p5l P_1 Teo rwMIAMI aN.i R9. M1p( norm 944 TM.(1: 292—]p44,Po:(305)262—ENO EW-mmo�PaROzeersacvEmamomxrKezervalvErns.coM OF SHEETS HISTORY OF DPAWIND MIND OESCRIPTON DATE OP ISSUED - M PROGRESS Q PERM? E]CONSTRUCTION REVISION BY I I I I LLJ __g W Q S DN.- 6EDROO`f''3 LU LU �d H h' VTR F5 NO 3' 3' Lu uy Dx I 2 a co Fu1 `�— II II �j r Wo n I I M1 �'• �� ❑ Z U 2' I _ � OPEN TO � II 51TTIN5 /x MA5TER E4 TH \ h' r vrR II � ❑_ pppp 4H M IA 'u o h F-1 kL2'VTR _ Z M I m U EEDROOM? Z II g N II � ti c6 ru) H 1 Lo r V------------_---❑_------- LL w EWH SEE W.I.C t BAT DETA ` 2• Lr= PIT M45TER 5EDROOM 1 y L2'VTR > BALCONY 7 U DRE55ER ti FW- SLOPc' I � Z II ❑ II j L I--{ _ ---- -- --— -- --- �a 8 >� FLAN rdxw� aao N 5ELOOND FL00F, �N DATE 09-19-11 SCALE AS NOTED I JOB q:011-113 DRAWING GUERRERO/GONZALEZ JOB EN cEERS, IN C. Meana L u.:%is215 SHEET G Ra ael L Ga zai ,P E Decbfwl Eaq.Iia./IIf152 P�' 200 TZ, GY1LL RD. G M-1,—MIH Td.(31151R H,Pa.(309„2�2�B2�IINEEBSAON OF SHEETS n. 000'!812- �I HISTORY OF DRAWM ISSIM MOM)TON DAM OF ISSUED M PROGRESS PMIT CONSTRUCTION REVISIONSY S. W. 58th AVENUE 0-J , ------------ -+ U-—i Lui z OCL LU Uj �j 0 Ld M E way PARKWAY �� np Lu 0 —WATER z METER 143.88' N 00'30W" E cf) cv) -------T__ T LL L) U cn 5WIMMIN!,POOL C6 r- 4 POOL DECK ff I, BY OTPER5 C 27f C-04 NOT 4 PART 0) Co CO Co OF T141's FLAN. W Lu ll CONNECT TO CITY TO U L R(CONTRACTOR fe $HALL VERIFY EXArT 0 CT ION C',BITE, � Fu) Lu Ln ------- CIO Lo I NEW TWO 57'r, w BALCONY CE35 RE5 -573,5 10 Z.ZOID. < r_ _uf..500 G .GAS TAW- PAVER5 ON 5AND pool- Cu LJ Cw SERVICE / ELECTRIC I.IETER AND DISC_ ------------------------- IN -141(sp LUG.ELECTRICAL 143.88' N 0030'00 E C.H.L,FENCE SERVICE 21 Ed< w N rs SITE ELAN DATE 09-19-11 SCALE AS NOTED JOB 011-113 DRAWING GU ERRERO GONZALEZ GGMk GINEEW INC. JOB P' E,1.1' ""' R-1 L­_'P.,, SHEET U..11107 E SPA T90 TANWII CAYLL RD. OF SHEETS q V-12 BOUNDARY SURVEY GRAPHIC SCALE o ® so o 10 zo ( IN FEET ) 1 inch = 20 ft. ® g o Q LOCATION SKETCH J I NOT TO SCALE LEGAL DESCRIPTION The West 80 feet of Lot 4,in Block 4,of FAIRGLADE PARK,a subdivision according to > w the Plot thereof,as recorded In Plot Book 45 at Page 80 of the Public Records of Dade County,Florida,now °a known as Miami-Dade County,Florida. �/'� a o SURVEY FOR: 5788 SW 77TH TERRACE o C0 M MIAMI,FLORIDA 33143 - ca I HEREBY CERTIFY: That the SKETCH OF SURVEY of the above captioned property was completed under my o Found Nall and supervision and/or direction,to the best of my knowledge and belief, This survey meets or exceeds the p r� Manhole Roof Disc .. Set Nail and - Minimum Technical Standards set forth by the Florida Board of Land Surveyors in Cha ter 5J-17 Florida y p w SD TOTAL RIGHT OF WAY' Disc 3284 Administrative Code. Pursuant to Section 472.127,Florida Statutes. n :Set Nail and^ # Owe X00,Disc#3284 '; �0� ''-cenlerl lne ,.:Pavement ��ti ..fA9RnTWaOD W.A/ 7 7th Teri ace DELTA SURVEYORS,INC. a Found StraddleD l 30 VV (PK Na I) !+ DELTA SW 133RD 33R COURT - . .., ��.sD epa uese vaN Parkway MI FLORIDA 3186 � CHI PPLM ;G (Basis of�eaiIng) Y �Dameter 24' W.ALDO F.PIES DATE SIGNED ` '• s " N 89'545' E 80.00 He .3,1't MIAMI,F PROFESSIONAL SURVEYOR AND MAPPER t ound Y2 Pipe Set�¢"Rebar a �� sDreae5 N0. 3284 o Id,It ficat on' Cap X3284 �� °,' __ __. _ .. ._.__ CERTIFICATE OF AUTHORIZATION STATE OF FLORIDA i.] Werl coeDIA L.B.NO.3386 Dlam.t.r 36' Set 6"Spike STATE OF FLORIDA He111.211 on Tree Root .I e sDreoe 3sf - Top of No!]on Line 305-253-0909 s FAY.: 305-253-0933 �� V Set Nail and..`... v I a 3 Surveyors, Disc 3284 '•" oO z' Z' i s' s1EP5 Y # "a, : 5.00' N /" I)FLOOD ZONE: X PANEL NO. 1208600458 L Land Planners ° e LIDA ENmY COMMUNITY N0. 120650 DATE OF MAP: 9-11-09 Diometg:s' - 9.88' g Map pers . II 2 THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN -I He gnt.3o': O° 34.70 I THE PUBLIC RECORDS OF THIS COUNTY sDr=ee iaa .-• [ARROTMIaD -'Y.g' ° 3)EXAMINATION OF ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS,IF ANY, _ -Iiamecer:3e' 117 use S.W. eo T... u, ' AFFECTING PROPERTY ;.Hei ht:35'i 5788 .W.771h terrace °J I 9 2.00'Finish Flwr Fle +11.913'�I m I 4)THIS CERTIFICATION IS ONLY FOR THE LANDS AS DESCRIBED, T VI NOT A CERTIFICATION OF TITLE,ZONING, r soaoe:3o'3` 25.3' EASEMENTS.OR FREEEDOM OF ENCUMBRANCES- ABSTRACT NOT REVIEWED W .G ` °8.25` ( j 5)LOCATION AND IDENTIFICATION OF UTILITILIES,IF ANY ARE SHOWN IN ACCORDANCE WITH RECORDED PLAT Q \ 44.95' 9.79' a 1 6)OWNERSHIP IS SUBJECT TO OPINION OF TITLE �_l" -•' 10.1 13.95 2. 11 6 X5.26' .\'Ne, 5 D Q O 7)TYPE OF SURVEY: BOUNDARY SURVEY - z Dime = `1r An J 8)THE HEREIN CAPTIONED PROPERTY WAS SURVEYED AND DESCRIBED BASED ON THE SHOWN LEGAL I;-•,_3' HeIgM.3o'S OESCRIPDON: PROVIDED BY CLIENT spreaaao'm PALMETTO 1 Co I 9)SURVEY MAP AND REPORT OR THE COPIES THEREOF ARE NOT VALID AND FOR REFERENCE ONLY,UNLESS O I: 5y Diameter17 Plr-LM_ v m Q•�y o' 9 0ia<Ieter:a° I SIGNED AND SEALED WITH THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER A' Nei.dA0'f E �'-3; OAK p ead:10'4 Neghcl5'1 10)THIS PLAN OF SURVEY,HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON. o� Dnmeler:z4• ti°, I I smeed:Io't w THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTIES a-N' U'HeigAl:}5't AB NANA Closter o: 11)UNDERGROUND UTILITIES ARE NOT DEPICTED HEREON,CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY _ ����'' I: `'' DESIGN WORK OR CONSTRUCTION ON THE PROPERTY HEREIN DESCRIBED. SURVEYOR SHALL BE NOTIFIED AS TO ,::• .,.;: I Spread:35't I Fl T I PA x FISHIAtIL 5PAIM5 `�. J r w i ,I I o I ANY DEVIATION FROM UTILITIES SHOWN HEREON. .,,.L(�_( ¢ 12)THE SURVEYOR OF RECORD DOES NOT DETERMINE OWNERSHIP OF FENCES. MEASUREMENTS SHOWN HEREON I� --°o P S ) o _ I DEPICT PHYSICAL LOCATION OF FENCE II MAN ( as °o_ 130ACCURACY: THE EXPECTED USE OF LAND AS CLASSIFIED IN THE MINIMUM TECHNICAL STANDARDS(5J-17 - •q{Ip, rfl. M I Daneler l2 `Dameter.48" -:(f 1- .,,1;;, o° Hei R:30'f He ynr z 3= RAC),IS"SURBURBAN' .THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THE TYPE OF BOUNDARY SURVEY IS smeod.20t '4ot II J FOOT IN 7500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE WAS FOUND TO EXCEED THIS REQUIREMENT 14)IN SOME INSTANCES,GRAPHIC.REPRESE14TAIIONS HAVE BEEN EXAGGERATED TO MORE CLEARLY ILLUSTRATE - D�eaFlla� ' �0.]'HlghWoll ?' ° Y - Diameters° RELATIONSHIPS BETWEEN PHYSICAL IMPROVEMENTS AND/OR LOT LINES. IN ALL CASES,DIMENSIONS SHOWN Height:35'1 '• POOL ?. -e o SHALL CONTROL THE LOCATION OF THE IMPROVEMENTS OVER SCALED POSITIONS. Q spreod:l5'3 c' _ 15)NO ATTEMPT HAS BEEN MADE TO LOCATE ANY FOUNDATION BENEATH THE SURFACE OF THE GROUND. w ` 16)CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK ON THE HEREIN DESCRIBED PARCEL FOR oT °�'•1''.:��•.:'` 0.2' f- 45.7 Fly.. ' I BUILDING AND ZONING INFORMATION. a �617sti�� �' -7 17)ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES 5 F IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES w a y. •. .: ...q ,; �Chmn Link Fence(bad shape J 0.5' Set Nail and� =.'-.<`: - `-IJ7ILItY IF ELEVATIONS ARE SHOWN,THEY ARE BASED ON A CLOSED LEVEL LOOP USING THIRD ORDER DATE: i S 90'00'00" E 80.0 PAM TT PROCEDURE AND ARE RELATIVE TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. Disc#3284 �";Found /"Pipe o Dbmemr:lo' °O POLE 0.0 DENOTES EXISTING ELEVATION 07-11-2111 f' No IdanLTlcotI � 14't Parkway o D ter 2a H ghL203 ELEVATION REFERS TO THE NATIONAL GEODETIC VERTICAL DATUM OF MEAN SEA LEVEL OF 1929 SCALE: .... ... H gh1253 —SD d103 - - 10- _ sP t 5 13 t Favor a•. BENCHMARK: SC-50 ELEVATION: +9 31' cente line �_�°� �-' - LOCATOR INDEX: 4005 S DRAWN BY: BROWN R VE BEARINGS HEREON ARE REFERRED TO AN ASSUMED VALUE OF N 89 59'45'E FOR THE SOUTH RIGHT OF WAY MA.B. 40' TOTAL RIGHT-OF-WAY LINE OF 77TH TERREACE DRAWING NO: FIELD SURVEY DATE: 7-11-11 SCALE: 1'=20' DRAWN 3 M.A.B. SEAL 11-0390 y — ,— --- -- - - - --- -- -- --- �-- -- - --- -- -' DRAWING DATE: 7-12-11 FB: SKETCH DRAWING NO.: 11-00390 CERTIFY TO: GOT PROPERTIES LLC j TITLE SERVICES OF DADS COUNTY, INC. 1OF1 FIDELITY NATIONAL TITLE INSURANCE COMPANY I HISTORY OF UgAWING ISSUM OESCMMON DATE OF I6SUO ARCHITECT'S NOTE GENERAL NOTES: MPROGRESS PERNR TO THE BEAT OF MY�OFESSION AL YTHE EDGE.THE I.- All WOOd in contact Wlt'f1 masonry Or Concrete shall be pressure Q CONSTRUCTION STRUCTURAL DESIGN COMPLIES WITH THE APPLICABLE treated. FINE GRAIN SMID [DADE SECTIONS CO OF THE FLORIDA BUILDING CODE AND ALL 2.- Truss manufacturer shall submit sho drawln s,or de5l nand REVISION NY ' DADE COUNTY APPLICABLE GODE6. p g g layout(sealed by Registered Engineer.)to Engineer/Architect ]xb'P.T.WD.JAMB�""� 2 3/a'THICK C/.JNG.PA1•ER FIN.GR4DE. MEANS TIO METHODS OF GON6TRUGTION AND E CON for approval rl Or to fabrication FETAL PWRI;W 0 aX 112188 ANCHOFED TO GONG IW \ REF�aB PRECAUTION ARE THE RE6PON6101L IilE6 OF THE CONTRACTOR 5u p CHANNELS i/J'F'LY'1llppD �fTOM CHORD )S eoLTB•9'OG,b' \\\ + -,f�00f�G7 = _ MORTAR AT 3 HvaG SUbcOntra GlOf shall submit Shop draWingS,Of design and r-7TP cEILMG FROM TOP 1 BOTTOM _ III PERIMETER. THE CONTRACTOR IS TO BE RESPONSIBLE FOR HIS OR HERS layout(sea led'G R.°. I9tered.En ineer)to Architect/Engineer IN5w-ATICN MAX - -1 ET1"LOY£E'6 NEGLIGENT ACTS,ERRORS,OR OMISSIONS. y y g g g for approval prior to fabrication -L- -I - - =)L=�a•.e'�ou�. 4.- All work to be in full strict accordance and compliance with �are'TYFE'X'n-HOUR -DECOR TRIM IM -o�RHEAD CkWAGE DOOR III VIII 1111 co wi l3 all codes and agencles having jurisdiction. I .1.RATED.ORTWALL w. 5-Written dimensions shall take precedence over scaled dimensions. L-S/a'TYFE x' =0 THREAD DRYWALL . \SCREWS P LONK 6•THICK CRUSHED LIMEROCK 6.- Contractor shall thoroughly famillarlZe with drawings and DRYWALL _iX!WD TRIM BASE D,,m1-1£D-551. HOLD DOWN LATCHES DEN517l'11IN.1 scope OF work prior to Commencing Work All d1menal0ne shall be �Ixe uv ee corrrcn NAlLSava' field verified and the Architect shall be notified prior to FROM ENDS AND b'GG 95A DEN5ITY COMPACTED 5UB-BASE commencing any work OF any discrepancies between prepared --]COAT STUCCO drawings and field condition. -I.- All Wood bearing partitions to be one hour Fire rated Construction. ATTIC ACCESS DETAIL 8.- Contractor shell stake out In the Field all underground utilities GARAGE DOOR DETAIL BRICK PAVER DETAIL X 0 N.TS. NTs, known or encounter before to beginn ing excavation. O J 9.- Contractor shall coordinate all-trades before placing concrete. �y @- All finished materials shall be class 'G"min.Flame spread. u....I I.- Partitions to run from floor to underside of slabs,joists or W � trusses and to Consist of wood studs at 16'o.c.with 1/2" gypsum wallboard both sides U.O.N. 12.-Complete all bath wall,wallbcard behind sinks, lavatories,bathtub, W X, X water closets and bidets to be water resistance type. w X S. W. 58th A VENUE 13.- Contractor shall coordinate thickness OF partitions to Q a _ accommodate mechanlcal work. Fn�— - 9y 14.- Lumber used for studs In Interior nonbearing partitions shall be ON 9pV' O' 0' 9$s, of a stress grade not less than 228 P.S.I.nominal extreme fiber W W P. stress In bending. x a 15.- Contractor Shall provide continuos caulk and sealant around all 0 exterior openings to prevent water penetration and air leakage In accordance with F.B.C. W r^ y0 IC.-General Contractor shall verify with"Flood Control Department" Z V In Dade County before starting construction. 1-1-.Ir any discrepancies are Found,stop working immediately and N notify owner or Architect. PARA-11VAY WATER + METER E OO° '-�,3,BS LV ZONING NOTES: � c3O OO�r DESCRIPTION REOU RED PROVIDED LS @ 9Ya, 5�" ) 25 0 25'-0' SET BACKS TANK - FRONT Clbt FL. M 4'-0'NIGH FRONT(2nd FL.) 46'-8' ,^ t} V _\`` SIDE 10'-0' 10_0, � N WOOD FENCE Z CV) p 3'-0'x4'-0"NIGH Q r17 SIDE STREET 15'-0' 16'-0' B WOOD GATE W/ Y- SELF CLOSER AND `9 SIDE(2nd FL.) = 15'-0' = 15'i4'. — LL - _ I LATCHING MECHANISM. `---------------- --------------- 39-1 _ 5'-0" REAR Clet FL.) 25'-0' DRAINPIELD REAR(2nd IF 39'-1' Z _ _ S.F. BLDG.HT. = 2 STY-25'-0' 24'-11' _ /C IST FL. • 2009 SF.r-1 PORGH.TERR - • 690 SF. N ti i Q' GARAGE L 4T6 SF. ( I j I / 'ter A/C 2ND FL 1012 SF. r N �rni Q4 LOT COVERAGE E 30 (MAXJ 3,412,0 SF" 3,115 SF. 29.98% C S=S- ri I L I 'F FAR 459,(MAX) = 5,1192 SF. = 4,981 SF. 43101. W C') !� H -_-- 1 I I LOCATION OF 583, f�/ X vU �l H FALSE I SOIL PROFIL� GREEN AREA 609(MIN.) = bemk SF. 6,922 9F. 6039 Li QLL SWIMMING POOL 8 0' CHIMNEY - 1 Q IMPERVIOUS COV. 409(Ml 4550.4 SF. 4,514 SF. 39.19 L� 9) ~ - (POOL DECK 11 Tl 1 UNOBSTRUCTED i � < f �+ O - I 1 ' / AREA 41T 5F. 67 OTHERS I I H d• LOT COVERAGE 3,115 5F. I `� O NOT A PART i lj H 1 1 I ❑ / '� LU 0) ' O Q POOL/POOL DECK 829 5F- O OF 1415 PLAN _ I I M X! 2'x2's�2Y», " DRIVEWAY-DECKS = 510 SF. r- O� ' ' ' ' ' I I- /rrAKBY O VLE TS I I I ♦ Gi '`. Q. r Ln 15 ❑ -� Cr., C IMPERVIOUS AREA 4,514 SF. 1 54ND Q i STAIRS H ; '�' A/C FOR D.O.H. U t0 LL II II I1 II I ❑ � i _ •. A/C FIRST FL. 2,009 SF. O --y----------- -» Q F' I I LI 1 1 I I �_ _ __ _ A/C SECOND FL. = Ib52 SF. J I I TOTAL A/C = 3,662 SF. Op ii H o Q II II A Sr/ CO 1 I---- L-------_ I- Q H h ZONING LEG=END ? NEW TWO 57Y. II SINGLE FAMILY 4. FI j j C55.RES.°5155 i ZONING:RS-3 O BALCONY 1 i-0'-6' I Height -25'-0'(TO AVERAGE OF ROOF) '� j _n - Q' N� LG.VD. 1I H PARS 0 Nat Lend Area -11,316 SF. 1'�P i; '• 52'_1• 1 i - H O,V SAND ip Lot Coverage(everything under roof) -3,115 SF. �Ir '�, I 39'-1' H j 1 46'_8• SETBACKS: REQ. PROVIDED 1 Ti ---------- , - _ _ _____ T_I I I FRONT 25'-0' 25'_0• `•.r •"` ''�' "'• 1 1 SIDE 10'-0'MIN. 10-0' - t IU 15'-0'TO 2nd FL. • 15'-4'TO 2nd Fi. POOL CU 12 CU I ___Z __ __ S_S_2__�__ wJ _�__L______ _____ 1 SIDE STREET I5'-0'MIN. • 16'-0' '' - W r EOUIPMENi REAR 25'-0' 39-1 f R � Area ed,,l1ecent to(eke or canal to be Faded so as to revent direct ovarlend discharge of Storm water Into lake or canal. p t-' s ' 3'_, •x4'-©"HIGH N.G.V.D. 4 > 4'-0'NfGN CIT.L.G47t W/ '� - Lot will be graded so as to prevent direct overland dlecherge or etorm�` #Q<� OT,L.FENCE SELF CLOSER AND water Into adijacent property Applicant will provide certification prior, j*`.to Fins I Inepectlon. 0. LATC4wGMecHAwSM 25'-D" + ANY APPLICABLE RESOLUTIONS: 14.3.88] !1/ 00°3�'0®" Te. 9'� NOTICE: g In addition to the repulrementa of this permit,there may be addltionaI A restriction applicable to this property that may be F,, be In the public records of this County. Section 553.19(10)Florida Statutes,Effective 1/10/81 A separate permit will be required for all driveway approaches Into _ - public right of way.Contact publics Work Deparment. THERE ARE NOT PERTINENT FEATURES The heiht of fences,wall and edges shall no exceed 25'in height whiten ON ADJACENT PROPERTIE5 AND 4CR055 10'of edge of any driveway leading to a right of By THE STREET THAT MAY AFFECT THE Tha height of fences,1e being measured form grade,Grade•Elevation DATE 0&1817 SYSTEM INSTALLATION. of public eldewalk or crown f road. SCALE AS NOTED DRAWING Y.T. N rN OTE: LECzAL DESCRIPTION- ETAIN ALL RAIN WATER THE WEST 8O FT OF LOT 4,BLOCK 4 OF'FAIRGLADE PARK"SUBDIVISION JOB THIN PROPERTY LINES AT PAGE BO TO THE PUBLIC RECORDS OF T'1IAMIEDADE COUNBTOY�FLORIDA. SHEET A-1 OF SHFIETS HISTORYOF?AWING ISSUED DESCRIPTION DATE OF ISSUED O PROOMSS O PERMIT Q OONSTRUCTO REVISIONSY • IS RE15AR IN REINFORCED GfdOUTED CELL,(TY 1'x4'P.T.WOOD BUCK W/1/4'.z MIN.EMB.1-1/4 M CONC. TAPCON SCREWS s4'FROM THE END AND-15'OG.MAX CbE.'WALL �III 2rBRACKING AT ALL IMPACT RESISTANT GLAZING OR —UNDERSIDE OF STRUCTURE C4BINET TO PARTITION STORM SHUTTERS REQUIRED CONNECTIONS —METAL RUNNER(25 GAUGE) W INDOLU BUGK DET. W/3/16 DIAM.TAPCON5 m 24'O.C.TYP. N.T.S. CABINET LOCATIONS -3-5/8'25 GAGE MTL. STUDS m 24'O.C. .01 ,C C METAL STUDS m 6' .C. --INSTALL 2 x 4-MIDPOINT O J �' W/•15 SCREWS LL J O ONE LAYER G7"PSUM WALL BOARD Q Lu� g BOTH SIDES U e -BASE ANG SAFETY GLASS FLOOR. SEE �, j Roots FINISH Uj^W x CAT II SCHEDULE j ''�/^�(L N --METAL RUNNER(25 GAUGE) / VJ O' W/3/16 D14M.TAPGONS m 24'O.C.TYP. -•- w� BATH n Im _v �'�" � 2 2 o O PARTITION WALL ASSEMBLY TYPICAL SECTION OF STUD SPACING W O ® cL N.TS aCABINETS s WALL-HUNCH ITEMS Nrs Z LIBRARY (� � CL. 12 m 10 a. Q a NOTE: ALL SHOWERS,TUB-GLA55 ENCLOSURE 4 FIXED GLASS SHALL BE SAFETY GLASS TYPE II U © N LIVING RM. FOYER PORCH CALL 5H�ICERLE FULL FAIT,WALLS OMPLY MARBLE OR M C NG.vD- Z M p PROVIDE yi"PUROCK FULL HEIGHT. _ 38'HIGH ALUM.RAILING (SERVES AS HANDRAIL ALSO) Z U. U SLOPE AT OPEN SIDES OF STAIRS TO Q Q I. 4LL EXTERIOR GL455 WINDgUS 4Np p�RS ARE Z TO RE515T 200 LES.IMPACT IMPACT RESISTANT,NO 5F{UTTER5 REaUIRED AND REJECT A 40 OBJECT. 1. USE CASEMENT SYSTEM FOR ALL WINDOWS r INCLUDING DESIGNATED UNITS FOR EGRESS N ❑❑ �- r I 1 R T UP O O 1 0 N- - 5 m II' _ DINING RM. _ W W a DOOR SCHEDULE C BANA TYPE WIDTH FKsT. THICK. TYPE MATER14L REMARKS iH m AHU Q 6'-O" e'-O' --- SWING GL 456 U �...' O 2� ® O Q2 8'-ID" _._ ROLL-UP METAL W U� F111 F121 3 3'-m" 3a" SWING WOOD-METAL I HR FIRE RATED L O W/SELF CLOSER r 71 8'-2" ©' 2'-6' 4-O" REF. O ® 3'-m" ?q" SWING METAL T a D. --- ® 6'-O"- SLIDING ALUM./GLA55 SLIDING 0 J 2 Q s 2 1 2'-6" -__ SWING liJ 22'8' - 4'-4' 6'O• 9'-4" � � SLOPE - - K, LAUNDRT' r- O QOS 12''-' i-- SLIDING �q ® 2'-ID" WOOD SOLID HANDICAPPED G COVERED ® N FAMILY RM. 12 2'5LOPE G TERRACE - s g 12 2'_6• LOUVERS p PANT Y O G4R46E 13 4'-O^ Q �4 2'-0' E'-O" 3'-6' •'�� 21'-O' •ALL WINDOWS AND EXTERIOR GL455 DOORS TO BE PR KI7CH N �® IO'_O• IMPACT RESISTANT.PROVIDE 5HOP DRAWINGS FOR 4PPROV'ALS. �Y]I •ALL SHOWER ENCLOSURES TO BE SAFETY GLASS CAT.II B +.R B.O. - OZ`9 •ALL EXTERIOR GLA55 DOORS TO BE SAFETY GLA55 CAT.II { ❑❑ ® � � O MAID'S � (WHITE FRAME ALL EXTERIOR DOORS) A O A LL! POOL ` cu'z cu•I O O EGRE55 WINDOW SCHEDULE d � EL EQUIPMENT �• MARK CODE UNIT SIZE TYPE_ MAT. REMARKS , -' - \ 05 1O-� © © WIDTH HEIGHT '-� 3 N.G.VD. ® O 24 31' 5r0 sPo' CASEMENT ALUMIJGLASS ` � J 0 n O --' 26'i: 38;e• SLIDING O 34 53 Ira So OD 35 53 Ira' 63' EO �21 42' FRED DATE OB-1&TT j8-'�' sLIDING 63' SLIDING WALE AS NOTED . N � !WHITE FRAhfE ALL WINDOWS)) .. DRAWING Y.T. � R 5 T F L C O R FLAN JOB SCALE: 1/4'=1'-O' SHEET A_2 I OF SHEETS HMTORYaPOMWINO WLED DE OCRIPTON DATE OF IOOIEO PROOFIEBO Q Pmrr CONSTRUCTION REVISION OY �U O� [jL LL J L V Z� � L Q a ��LI Luw I r z. O B4LCONT I WD.HANDRAIL BOLTED TO ^ O ) WALL BRACKET(STAIN LL rlGRADE) £ 0v I','vERT POSTS mm L.SUPPORT FACE OF WALL 48'O/C MAX O BRACKET HOLTED 70 FIN15H IRON/ALUM-PIPE T---__ r________T_r___r___l___T_ c. -- I I SAFETY GLASS `^ l FLAT BRACKET _ i _ ;OREDRILL� MIN' BEDROOM 13 1 1 .y 5ET W/EPDXT LC EAR MIN.3'EMB I I I I TYP'.HANDRAIL DETAIL DETAIL `A' :y. ac.�e�H.ra. ec.us,INT... ry I I � I I I I 12 ° 1-J V M O L \ J I I I I 0 O Z N TO j' � I LL 4' Z U - FO ER II erg, E I I 81TTIN6 O I 1-38'HIGH STAIR N I I pT © \ I I RAILING 1 HANDRAIL � Y-6'N H ALUM.RAILING E I MASTER BA TN O 10 TO RE55T 200 LE6.IMPACT G _ o� ® AND REJECT A 4?OBJECT. LJ 1 N I n 1 GENERIC DRAWIN � t9i I - -------" ALL OPENING ON RAILING MUST RESIST REJ CT W LL IMPACT AND REJECT I D 4'a OBJECT. y Q I I � = LL HH I I _ LL LJ 1 1 r F I ______ 2'- 6'-O' II• I 4'-1 1'4' 7-8 0, 12• I I O EXTENDS ¢ co co ________-- - BEDROOM'2 Tr 1(') �p I I QF cn I I `l I I I I I it DN. TO REJECT 6' SUER (TY ) k4 O O O W 2 I I t�g ABOVE F3'-(,'Hr,WALUMRAfL ____38'HIGN ALIA'7.RAI LING _________________i____�_________(SERVES AS FI4NOR41L 4L5OJ Ig_p• 5'-0 2'4' 6' 4'4'AT OPEN 51Dc'S OF 5TAIR5 TO DETAIL'A' Z It`l' W I L2 9 1 ESIST 200 LBS.IMPACT TO RE515T 200 L85.IMPACT AND REJECT A 4n OBJECT.REJECT A 40 OBJECT. II 13 .n BATH © f VARIES 4'-0'MAX,. / YP. O Tm as -�--�� —SAFETY GLd55 CAT xx STAIR RAILING ELEV. NTa. BALCONY ® MASTER BEDROOM I I Y<Le, t DRE65ER W.I.CL. I _- FLAT 5TRUCTURE g L-----___� (SEE ELEV.) 1 1 I I I I I I I L I _____—_1_______1_________1___L___�____1______ _.___i____J___________________ DATE 0 9-18-11 SCALE AS NOTED N SECOND FLOOF ELAN V DRAWING Y.T. JOB SCALE= 1/4"=1'-ID" SHEET A-3 SHEETS I OF NISTORYDFrA.."ISSUED DESM,.MTS OF ISSUED o Q CMSTMXIVN R 101,1 er 2 k I 3 ELEv.ATION NOTE5 351 (. ( ?(r'• � IQ METAL ROOF. ���' - — ❑2 RAISED STUCCO. — - - I' 5 - - ❑3 SMOOTH STUCCO FIN. �POSi' �'� SMOOTH STUCCO SIDING.IN e. TOP OF BM. 31•_8• - - ©3x8 DECORATIVE OUTLG'OiCEP.S a 24'C.G. ©4'SMOOTH STUCCO BAND. mot- 0-j J y_0 �3-6'HIGH(MIN)ALLIM.RAILING 1L ON. ® ® Op E E Qp TO RESIST 200 LB5 IMPACT W-'� AND REJECT A 4.0 OBJECT. 12'WD. W Q a a ®12x12 TO 8x8 WD.COL. POST - m ®4x12 CONT.WD.BEAM. ;� ,_0� W 1N" it 3x8 WD.TRELLIS W _ QI DECORATIVE PRECAST BRAC<ET 4'A2'xl2' 0 ~ 92 FLAT CORAL.ROCK FIN.ON FALSE CHIMNEY. w 0 3 - s c ©12'xI2'x2'REECE55ED NICHE. ��� ,. SECOND.L.ELEV. 0 3 V rat TOP of eh. WOOD COL.DTL. F- r _ _ - _ _ O 6 COLOR CHART V p O2 ! �� O O j. WINTER 5N0'W(OG-63) ANTIOJE YELLOW(OG-103) I LIGHT GRAY(SAMPLE PROVIDED) ERA IN FL.ELEV. - - Z 2 FRONT ELEVATION Z S5� SCALE:V4'.I'-O' Q - g �Np d � I 1 N U) H c� M 3.5 TOP of T.B. J, l y _ _ _ W co �Dpp 7OP 7 O LL J 4 © O.H. ❑� as � o0 Ae. I . z SECOND FL.ELEV.J. TOP OFTOP BM II +• } _ - - - - _ 8 4 V a li ` 0 fl .e "v FIN.FL.ELEV. REAR ELEVATION DATE OP1 9-71 • SCALE:I 14'•I'-O' SCALE AS NOTED DRAWING Y.T. JOB SHEET A-4 OF PHEET11 OF ISSUED DHO NO ISSUED M7E O pwom m p PEW r CZ)oom muerron aavaron ev 12 35� � / - >�a ELEVATION NOTE5 TOP OF i8.J, �( f .. <1 � .Fr .L TOP OF TB. - _ Q METAL ROOF. ❑2 V RAISED STUCCO. - �- - - t ti; ..{ ' �,• iR�,. .3A'-34x' - WD 8' . iy SMOOTH STUCCO FIN. POST • TOP OF TB. �_ - _ - ,'•: ': - :� _ - _ ©SMOOTH 5TUCC0 51DIW,. •3i'-8' , ❑5 3x8 DECORA i Iv`OUTLOOKERS 2A'OC. b V J 9 I ._ � ©A'sMOOrH sruGCO BAND. Q J � ON. Ql 3'-6'HIGH(MIN)ALUM.RAILING LL.J TO RE515T 200 LIES IMPACT g AND REJECT A A'c OBJECT. �12•WD. V POST ®12x,12 i0 8u8 WD.COL. .9 Z Vie• AA2 CONT.UFO.BEAM. '^ _ W W 0 3x8 WD TRELLIS t4 Sd ED DECORATIVE PREGA5T BRACKET 4'x12'rI2' a 12 FLAT CORAL ROCK FIN.ON FALSE CHIMNEY. L _ SECOND FL ELEV. W 22'-2' .k 4,. .ii„� q,; .? ' 13 12 AVI 2•RECESSED NICHE. a y TOP Or& x f i 5 WOOD COL.DTL. O •20'-6' - W 0 y COLOR CHART Z O WINTER SNOW(01 G) 103) - ANTIQUE YELLOW(0 - - - 2 `.•: LIGHT GRAY(SAMPLE PROVIDEW _ FIN.FL.ELEV. Z LEFT SIDE ELEVATION Z SCALE:1/A'.I'-O' r N a LLJ 1 N H X M LL 35�- s..� 4, - ♦�, yam' f�.. 1� 2 rW 70P OF T.B.J. OF i.B. ti 311 ul) ;Ck TOP OF T.B. U v - - - - ~�•31'-8' � O J t0 W r-o• O Q H y OP. ¢SECOND FL.ELEV. 2Y-2' ' � A ° :�. TOP OF BM. 0 a a a - a #gig FIN.FL.ELEV. .10'_0' � IzICxNT SIDE ELEVATION SCALE:VA'.I'-o' DATE 09.18.11 WALE AS NOTED DRAWING Y.T. JOB SHEET A-4 OF SHIEETE • e- MM9gTT�pR[yypp IIggSg�I11EEDp DESC MMA IE 9 . C3 PROGWM .ANDSCAFF NOMMI PFAMR 0.EA11_FFULE ONLY DAM—.. L ALL PLANING MATERIAL SMALL DE GRADED FLORIDA NOJ OR SETTER,AS—LINED LNOER Y e5 QOHO�UCnON AND STANDARDS FOR NyQ9ERY PLANTS;6'.ATEPLAM BOARD OF FLORIDA. ,� UEdlCD AND/OR CPdC DR ! 7. PLANTRG SOIL FOR ALL PLANT—EMALL CON91Sr OF SOP.FLORIDA PEAT MIiED WITU 5p EYISTSG ISED fNADE ACTND RANT TO DE REVISION BY SOIL—FEE OT r—.E NOTED,—WALL DEFREE OF DEBRIS,ROOTS,DLAY,STCN_FS,PLAN»,AND � I TWE Sens_AS(JP1GNdL GaADE a Ra+i IN OTHER FOREGN naiERIAL6. ., --MATERIAL!SW LL DE SWRE—RO CT'M2SS Iv)LCU MOI9iEN!D IT Tu!T.ME OP APPLICATION.ALL FREES,SMRJBS.AND CROWD COVER BEDS WALL RECEIVE TWO INCHES OF MULCH 1 EDIAT£LY AFTER . PLANT-1 DEFItT Fr AWED Sa RRIER +. FRONDED FULL SOMATIC LLYDEGROUND 144—ON SYSTEM TO ALL LANDSCAPED AREAS, - IRRIGATIOi SYSTEM SHALL PROVDE FOR A IO CON:RAOE WIN A SDI OVERLAP,AUTOMATIC CPEATE SeU�R eROUO luRH SYSTEM W. RAIN MOISTURE SENSOR A9 PER FLORIDA%EIROC—LAW REQ IREMENr/,NO OVER MD SPRAY-ALL FALL—TO PAVED DURFA-6,ALL GUIDELINES AS OU'.L-1 D M FLORIDA WATER MANArxc}$ DISTRICT(BPWND)6HALL DE STRICTLY ADHERED 10. LFr ED GRapE S. CCNIRGGTOR WALL FdMILIdRI�u'L•UELF WTU iH£LOCATION NiD AVOID AND PROTECT UTILITY LNE6, DU4AP 04 NOTE DUCTS.WRIED CABLES,AND OTHER UTILITIES N THE AQ£A. Y rLNTANEa nF CONTA.BR Ie Nay.o�ANle. 1. THIS F RELIREMAZY OR DRAWING E REMOVED Y.ST. 6. TREE,PA-1,SUWJD AID­0 D�LOVER LOCATIONS—A TO EE ETAK N TWE FIELD AND A5� DV EO BY /� Rt:.P•fi CLT'IPLfirELY) 2. NO SIGNIFICANT TREE TO BE RETiOVED 1. LCNTRALTDR WALL COORDINATE Wiu TWE IRQGATION taIiRALTOR AND LEAVE FADVI91ON9 FOR ALL. ^p �• ip B FMAL Cc:PN"TRJCTIO4 D WILL OCU"'IENT5 AND WILL/BE 4 i wt ce•.ECAL xl»N O!m.wlc caNTAA•CR L.ANDSCAPINCiI LAWS 6 60D SHALL DE ST.LL WINE PLO.RAMTA S SI ICAM ROOTED,AND FREE FROM WEED,FUw. AND DISEASE. t0 FeC L E 1690r FFJE RATIdi. DESIGNED BY LAND?GAPING ARCHITECT. taRRdGTOR WALL!OD ALL !SAS AS--IE ED ONE E PLAY OR G9 DIRECTED.PAYMEM WALL BE T V r{ - REMOVE pOriOY.GOrt0.EiCLY 4D F+£Q T.E TOTAL SODDED AREA 10 BE VERIFIED N tuE FIELD. � eCnRFY qT SpiiQt(nNT'VI ISCIrtn1 9. 8 SMALL BE NSTALLEO N ACCORDANCE WTI TIE MECIFICATION9 A!DETNED BY FOOT.SOD SMALL O U GRRI A S MOttM WARRANTY. ! BARRIER —i D.ALL SKRLBS AND GROND LOVE`-WALL CARRY A IEO-DAY IUAaRANTY--ALL TRLCS AND PALMS SMALL WEED BARRIER 11 J CARRY A ONE-YEAR WARRANTY FROM TWE DATE OF FINAL ACCEPTANCE, rl.i.e IL ALL TEER9 AND PALMS ARE TO BE STAKED AS PER ACCEPTED STANDARDS BY THE FLORIDA NLl&E-M i-EN U C AND GROPERS a SDOAF1?I! A), i D.TWE FLANT LIST I9 MENDED ONLY AS AN AID TO BIDDING A.R DI"`ePb VS F O OETWF-EN TIE PRO S PEED BdRRER a O:WDKN NEEDLE-P 11"ARRAL 7/y =MTITIE6 ON THE PLANTS AND PL AM LIST/BID FOIPI,THE WANTITI£S ON THE PLAN­L BE HELD VALID, _.F1 SPECPICAT— FOR SRNav_DURABILITY'AND WEED W LL UJ U,CONTRAGTOP WALL PROVIDE A WATER TRUlX DURNG PLNiff.-b iO INbIRE PROPER WATERNG-N DURNOT ��0. Q U INSTALLATION AND WILL DE RESPONSIBLE FCR CONTIHIAL WATER WTIL FINAL ACCEPTANCE BY THE OWE1, I•la FOLIPROPit[IE r BLAFR.fiat 1*n A OTRP9 PHOTWYNruE9U CO LIED - O E - GEC9NATKN �! rwc.wc» :e nue W YE.a W.a.NTE66Ni w —11—TON : FI,II F m x a 5d tl A %FNUF N TEIE-E—NDiu IDS i!D eoLCr�D erRIPE!ae roP,ePAeeo n• • - _ _ - _ - LWDRS SL TPSII :» APART a OE eY R AI N1 FAM—.9., SO 0"' W O h I-D Z en p OIET9CK ufiRSICID6 TO CQrtROL '- r e wuen:ED ecEDe oa Gsaaeee TAP TEAR 1.51 IS I.S W RSSUidNCD ,_TOa eriSR S!O'O.OUV VAWASL9 IN ICOLIe 6 a'A'e'.W AND li' aTFtlGiu Qix Y Tao'LOB-eLeo A-1.A I 1ASTE1 ROLLS V•TO Oro'N LENGTH uwTER FLau n (GUmweF1 HOLD N 0.eq WITU DWA.i a^ICUORNO PL•D OAK Dlamets:2a PARA'11'AY F Hsi h D5't W`tg,RELNA 5preed 35't CARROTUl00D Dlameter:8' [-�?_4 REMAIN Dtanster:36' "lJl? �� Ns(ght:35't N_I :354 $Dread:30'3 !^ 5pr d:15't 143.88' N 00'30'00" REMAIN �1��� - - _ —Po.«FU<F.-I,.I I.ew. ' M 04 _j PALM SEPTIC TANK Z LL o Maroe1•ea.M..wel wpe Ar Flew. OAK .- I - /�\� REMAIN e...n Fw. a I,al.•a.r mu,�..w.1. Dlameter:24' K'°—O'= p ght:25't FISu^AII PALM Dlameter:12' REMOVE 00 4 R- ' Spread:30'3 REMAIN Height:30't PALM ...1 N eed:204 REMOVE – a I REMOVE REMAIN ,1219 .'% O REMAIN aNANA Hel M:30,t Dlemst:30"+ I I' 0 9 10 :30"+ • t �y reed:l0't F 1 Lo R. E I-s--- --- -- �i --------=?IZ–==-- I --Z– –J I I I q...IF A..,E F•y.Ir�rI.EE*e nl..P,cm, H Q' II f'I 1I C4RROTWOOD r~v T � � N LL '�v I – L_� _ I I I I I Dfamster:30' '�, w e'Fyc-.wn.Nw e•w D �°�e"Arn",.'PPG'°'T"Ol.�wy e..ee.•�e,e n,I.n®.m. L WH – r– – H I I � � Nslght:l5't e. Fb•mc-�,ap e^..<...II r,e.r.w�a�.,.A.. f n DISLITAIL PALM I I 11 DRAINFIELD i 5Dreed:30'3 �' � W w 6111, G POOL I I I I REMOVE _ I Inl 1 REMAIN , E POOL DECK I I 1 I I BY 0Tb1ER5 II II H I k �.T.W–FFPe.N.a NOT 4 PART I 1 I I ,I _ s -., wawa w , ClVSter ct- ° O."THIS PLAN. I LJ 3'PALf'S( H I I 'i }` ` �� ° I I u^ M 0 =1_1E1 F-1 - • LIf. O J o I I A 1AIL PALMS _ d:d0'3 I I I I I I I � – – n – -- II ❑0 �' TREE °LAMING DETAIL V II `----------------------- -- -- - II V / ® / ® II II Ho--- rc f 1 I I °L, --� I I Heigh.0'S ---- - - I co O I-I REMOVE Spre :I't N ---- h �t CZ y �iT NEW TWO STY. C55.RES.a 5188 BALCONY' I II II j ,amster.8' ,10'•6' I I I \ II Nelght:Vt N&VD. I H PAVERS Spreed:l0't h H ON SAND REMOVE * I I REMOVE h I I W41 iE CORDIA P '✓A. " P4L�TTO 3° I -- _------�–T�--D--=----------------T'–I I i HsIghG25't I• d- r,.,1` Ohl I Diameter:36' 'y Diameter: L� Hel ht:20't I I Spread:36't Spreada0't I I I I I 4J � - REMOVE 1 REMAIN Cluster of PALM TREES ,POOL CU 2 CU l Z___=__}2_2_S__t LJ -------- t �' Q Dlaceter:3' I ENT Nelght:2D't 1O,O, _I 251-0' u NG.v.D. 52 g CHINESE FAN PALM - - - - Dlemeter:24' 4slght:35't Spread:l5't REMAIN DATE 08.10.11 SCALE AS NOTED DRAWING V.T. 1_ANDSCAFING FLAN JOB SHEET L-1 OF SHEETS 1)1(u�l�ti�l1 1rf�I i�(rlir i1Ir i' ,.Ili''Ilnli, iia{�.,��I,1 II�'�t}C a'.. • '� ", ,:+�+:; - ?r'•. r �i:.: ���I .i,.a� '� }II,I'Iii1,:,p I�:�.'}11��Irl� � r�:,. { _ A;,�:. f �1R t Lu � n ilk , 6 u OR , m . . ....;. d•$},,, .�. . ,; 1�"�� •;, �:,. is N ... . ,:.-;, ,h. i w CL 9 , .. ��. � ..:� �. �� � .w+ .., , .� 'L�w`..� •sx� �%~ a t;` •��`.".. .� . , wv: d -xa ;a+ 'sw �rt°'-'+�,=ti,'I wk a... '4 c 4., 1 T �t age" „ i . u • F` . ti 4 Y ! . b'+w.. ••1 • • R , IFi Y v 11-�. GE9 RIPEON DATEOF—W Q PROGRESS • Q PERMR Q CONSTRUCTION RL SIDN By q��''Y�j�,.�+ �; + .,dry k {:N• t i� � ,.. T 3 * # a k 9 LL v a J �� 'x i fit .. �a '� �, � ` <� a; •`kx ' �.,: �`� LL cr n % y31� y "+1 R5M w Q i "At ,a.,. ny,d M"1k •,. n .P♦ w D 0 O W F- ui wN a, is LU O y f ` I a, o _ o 1-11� ® USES D SITE Q g I DO CD a � m 0 r � 1 +s W Lu X LL Lo co ui co I s t o (c00 y _- - x• U o fi r ._!�,p "I'n .... y ... - _ V y ici• alb. ` A f y 0 W r a O Ida Arla S � „:.. .... � C z r ¢ o�»>� NEIGH L R T ® O DI � �g n DATE 09-19-11 SCALE AS NOTED DRAWING Y.T. Jos SHEET A-0 OF SHEET'