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16-113
SAL NOTES L THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING (UNCLE) OR 29. ALL CEILINGS SHALL BE SEALED SO THAT AIR FLOW FROM SHAFTS, ANY GOVERJMENTAL AGENCIES NECESSARY IN ORDER TO ESTABLISH ANY UTILITY EASEMENTS OR LINES PRESENT WITHIN THE WALL CHASES, CAVITIES AND BETWEEN CONDITIONED AND PROPERTY PRIOR TO PERFORMING ANY WORK UNCONDITIONED ATTIC SPACE 16 STOPPED. 2. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH 30. USE ONLY HIGH HAT LIGHTS WITH SEALED CANS OR SEAL THEM FROM ARCHITECTURAL, A/C, ELECTRICAL AND MECHANICAL DUL'x8., TO THE ATTIC DRYWALL SO THAT COLD AIR DOES NOT GET INTO THE LOCATED OPENW-6, DRAINS, SLEEVES, SLOPES, DEPRESSED ATTIC. SLABS, BOLTS, CURBS, ETC ` 31. PROVIDE THE ABSOLUTE MINIMUM ATTIC VENTILATION, LOCATE THE 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI NECESSARY SOFFIT VENTS ON THE EXPOSURE AWAY FROM THE -301ETC. 'SPECIFICATIONS FOR STRUCTURALCONCRETE FOR LOCAL PREVAILING BREEZE. BUiLDINCsS'. 32. INSURE THAT ALL INSULATION IS PROPERLY DISTRIBUTED AND 4. REMOVAL OF FOR WORK SHALL BE IN ACCORDANCE WITH ACI-341 INSTALLED WITHOUT GAPS OR. IN CONTACT WITH SURFACES THAT. MCOM180ED PRACTICE FOR CONCRETE FORIUIORC'. TRANSFER AIR 5. DO NOT SCALE DIRAWINCs6, DIMENSIONS GOVERN 33. DO NOT VENTILATE THE ATTIC BY FORCED VENTILATION. 6. R=BARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY, SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES- 1. NO TIE BEAMS SHALL BE FORMED/POURED PRIOR TO TRUSS SHOP t DRAWINGS APPROVAL. 8. ARCHITECT/INTERIOR DESIGN ENGINEER'S ViSITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR AL i G ATM LM 2 BEFORE COMMENCING OF WOW AND DURING CONSTRUCTION SHALL BE COORDINATED WITHSECTtON 404 IN 48 HOURS IN ADVANCE PRIOR TO - INSPECTION. ALTERATION —LEVEL 2 9. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB 4041 Scope Level 2 alterations include the reconfiguration of SITE PRIOR TO COMMENCING WORK NOTIFY ARCHITECT OR space, the addition or elimination of any door or window, the OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN reconfiguration or extension of any system, or the installation of INTERPRETATION OR DECISION PROM THE ARCHITECT BEFORE any additional equipment. PROCEEDING WITH THE WOW, DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN 4042 Application. Level 2 alterations shall comply with the 10. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGINEER tBUILDING provisions of Chapter 6 for Level 1 alterations as well as the DEPARTMENT ALL REQUIRED SHOP DRAWINGS FOR REVIEW AND ovisions of Chapter 1. APPROVAL AS REQUIRED_ 1L OBTAIN THE LATEST SET OF DRAWINGS, INCLUDWs ANY iEVISiONS, BEFORE COMMENCING WOW., NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN PER1156I0N OF THE THIS SETS OF PLANS HAS BEEN DESIGNED UNDER ODUVERJARCHITECT/INTERIOR DESIGNER RESIDENTIAL FLORIDA BUILDING CODE 2014 FIFTH EDITION 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 'RJ3.C. 2010' (RESIDENTIAL), CURRENT EDITION. NOTE=. ALL LOCAL CODES SHALL PREVAIL. LEGAL. 13. THE ARCHITECT / ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE (FOLIO No. 09-4036-054-MO ) MISINTERPRETATION OF THESE PLANS BY OTHERS, THE REVIEW AND Lots 2, of 'NORTH MANOR' according to the Plat thereof as APPROVAL OF SHOP DRAWS PRODUCT CONTROL APPROVAL BY recorded in Fiat Book 61, at Page 61, of the Public Records OTHERS. of Miami -Dade County, Florida. 14 THE CONTRACTOR 15 RULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO HIM FOR INSTALLATION ' 15. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER FOLLOWED BY A CHANGE ORDER n< _ 16. T14E'CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS OF CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. 11. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE O"R/ARCHITECTAMINEER 18.' THE ARCHITECT/INTERIOR DESIGNER/OWNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND WORCMANSHIP THAT DOES NOT MEET HiGH QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED: IS. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATIONS THROUGHOUT' THE PROGRESS OF THE WORC USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR T141S JOB. 20 CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON COMPLETION OF THE WOK AS A CONDITION OF ACCEPTANCE. 2L CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECEIVE THE PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS. LEFTOVERS FORM MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS. 22. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AND FOR THE SEQUENCES AND _ PROCEDURES TO BE USED. 23. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL SYSTEM. CONTRACTOR MUST WOW THE ARCHITECT OR ENGINEER BEFORE FORMING ANY CONCRETE BEAM IF INTERFERING WiT14 A/C DUCT OR PLUMBING FIXTURES EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL/ELECTRICAL PLANS TO ACCOMMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER 24. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND WHICH AR= NECESSARY FOR THE EXECUTION AND COMPLETION OF THE CONSTRUCTION 25. THE CONTRACTOR MUST FIURNiSH ALL LABOR TOOLS, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. 26. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT - OR ENGINEER SHALL ISSUE THE CONTRACTOR A 'PUNCH -LIST', INDICATING THE OBSERVED DEFICIENCIES IN THE WORK THE CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN - 14 CALENDAR WOWING DAYS 21. ANY OMISSION OF EQUIPMENT INSTALLATIONS AND MATERIALS SHALL BE PROMPTLY RECTIFIED. BY CONTRACTOR UPON NOTIFICATION BY ARCHITECT/ENGINEER/OWNER 28 ANY OTHER SERVICES NECESSARY FOR THE COMPLETION OF T141S JOB THAT MAY BE INVOLUNTARY UNDER THE JURISDICTION OF THE ` FLORIDA BUILDING CODE AND NOT SPECIFIED IN THE 'GENERAL NOTES AND OR SPECIFICATIONS' AR- THE CONTRACTOR'S SOLE . RESPONSIBILITY. SCOPE OF WORK BUaM L PROPOSED INTERIOR REMODELING CONVERTED FAMILY ROOM TO BEDROOMS AREA W/ BATHROOMS OEM= I. ELECTRICAL WORKS (NEW OUTLETS AND LIGTTS) MECHAM I. J. MECHANICAL WORKS (NEW AC UNIT /INTERIOR REMODELING) PUNOM I. PLUMBING WORK (NEW BATHROOMS) LOWEST FLOOR GARAGE / STORAGE ADJACENT GRADE SCALE AREA ELEVATION FLOOR ELEVATION ELEVATION ELEVATION FF TING 1431' NG.VD. WA 14Z5' N&VD. N/A uuu��,uru�,ruA941.u1cu�,w 12' UTILITY EASMENT : .'• . • : ---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — -------. .- . .....-.-... .... F, V Z z cc .. W m. W "' o `" 0. -0 z H �„ m W00000 � U a nt (, V iZ LU M Q[ —1 LU ` V L1 Q O N DRAWN : L11I1 r,.�ECKED : C.T DATE : OCT '15 SCALE : SHOWN JOB NO: 13-0161-2 SHEET AM OF 4 ETS ■ KM OF W(ft BUDM I. PROPOSED INTERIOR REMODELING CONVERTED FAMILY ROOM TO BEDROOMS AREA W/ BATHROOMS RM I. ELECTRICAL WORKS (NEW OUTLETS AND LiGTHS) MECHANICAL I MECHANICAL WORKS (NEW AG UNIT /INTERIOR REMODELING) PUPAOM L PLUMBING WORK (NEW BATHROOMS) ZO M LEC&D ZCNM 1;r5-3 SINGLE-FAMILY Zoning Land Use: RESIDENTIAL -SINGLE-FAMILY: iUNIT Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY (UDB) Zoning: RS-3 NET LAND AREA: 10,549 SQ FT F 3W.. MAX ALLOWA LE PROPOSED HEIGHT (AVERAGE ROOF) : 25'-0' 14'-5' RESIDENCE 3,164.1 SOFT. = 3090 2086 SQFT.-- 2135% YNp9tVIM AREA: MAXIMUM IMPERVIOUS: 10,549 SQFT. x 40% = 4)20 SOFT. RESIDENCE: 2,886 SQFT. DRIVEWAY AND SLAB: 1Z49 SQFT. A/C SLAB: 18.0 SOFT. TOTAL IMPERVIOUS AREA: 4,153 SQFT. = 393 t". 4 LAPDSCAN AREA: Mk REW040 h. PROP06EG+ GREEN AREA (259.) 2,631 SOFT. = 25% 6,3% SOFT. = 60b% SEMAC16SIt MK F EQIIt>ZED EXISTING FRONT 25'-0' 25'-2' INTERIOR SIDE (WEST) 1'-6' INTERIOR SIDE (EAST) 1'6 12'-0`" 4 REAR 25-0.... 43'-2' FLOOD LFCEND ( FOLIO No. 09-4036-054-OMO ) FLOOD ZONE- 'x' ADDRESS: (6418 SW 12 STREET, SOUTH MIAMI, FLORIDA 33143 LOT: 2 BLOCK: PLAT BOOK: 61 PAGE 132 HIGHEST CROWN OF THE ROAD ELEV.: 1391' FT. N.G.VD. HIGHEST CROON OF THE ROAD ELEVATION WAS TAKEN FROM THE ATTACHED SURVEY CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: JOSE G. HER1Ml EI P.LS. LIC. No. 6952 LOWEST F OWE FLOOR A GARAGE /STORAGE. ADJACENT GRADE. SLUALE AREA ELEVATION FLOOR ELEVATION ELEVATION ELEVATION FF.E TWIG 1431' N.G.VD. N/A 1425' N:G.VD. N/A ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABO THE BASE FLOOD ELEVATION WE) ALL AREAS BELOW BF.E. SHALL BE PROVIDED WiTH A MINIMUM OF TWO (2) OPENINGS HAVING A TOTA L T AREA NET � OF NO SS TH AN HANONE SQUARE E NCH OF OPENING EVERT' SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WiLL BE NO HIGHER THAN (I) FOOT t ABOVE B VE OC GRADE AND LOCATED I TED ON DIFFERENT SIDES OF TH E HE ENCLOSED AREA OPENINGS WILL BE EQUIPPED WiTH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW BF.E. ATERNATIVELY, SEE A CERTIFICATION BY N/A P.E. ON THE PLAN NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS WHERE NECESSARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH NO ENCRACHMENT OVER ADJACENT PROPERTIES 0'-0' = N/A N.G.VD. THE SITE WILL BE GRADED IN A MANNER t0 PREVENT THE FLOODING OF ADJACENT PROPERTIES GENE L NOTES L THE CONTRACTOR Is RESPONSIBLE FOR CONTACTING (UNCLE) OR ANY GOVERNMENTAL AGENCIES NECESSARY IN ORDER TO 29. ALL CEILINGS SHALL BE SEALED SO THAT AIR FLOW FROM SHAFTS, ESTABLISH ANY UTILITY EASEMENTS OR LINES PRESENTI WITHIN THE WALL CHASES; CAVITIES AND BETWEEN CONDITIONED AND PROPERTY PRIOR TO PERFORMING ANY WORK UNCONDITIONED ATTIC SPACE Is STOPPED. 2. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH 30. USE ONLY HIGH HAT LIGHTS WITH SEALED CANS OR SEAL THEM FROM ARCHITECTURAL, A/C, ELECTRICAL AND MECHANICAL DW36:, TO THE ATTIC DRYWALL SO THAT COLD AIR DOES NOT GET INTO THE ' LOCATED OPENINGS, DRAINS, SLEEVES; SLOPES, DEPRESSED ATTIC. SLABS, BOLTS, CURBS, ETC. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 31. PROVIDE THE ABSOLUTE MINIMUM ATTIC VENTILATION, LOCATE THE -301ETC. 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR NECESSARY SOFFIT VENTS ON THE EXPOSURE AWAY FROM THE LOCAL PREVAILING BREEZE BUILDINGS.'. 32. INSURE THAT ALL INSULATION IS PROPERLY DISTRIBUTED AND 4. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI-341 INSTALLED WITHOUT GAPS OR IN CONTACT WITH SURFACES THAT RECOMMENDED PRACTICE. FOR CONCRETE FORMllORK'. TRANSFER AIR` 5. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 33. DO NOT VENTILATE THE ATTIC BY FORCED VENTILATION. 6. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY, SiZE AND AMOUNT OF RE1546 ARE AS PER SCHEDULES. I. NO TIE BEAMS SHALL BE FORMED/POURED PRIOR TO TRUSS SHOP DRAWINGS APPROVAL 8: ARCHITECT/NTEROR DESIGN ENGINEER'S VISITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION ALTMA UVE ,; 2 SHALL BE COORDINATED WITHIN 48 HOURS IN ADVANCE PRIOR TO SECTION 404 INSPECTION ALTERATION -LEVEL 2 9. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB 404.1 Scope. Level 2 alterations include the reconfiguration of SITE PRIOR TO COMMENCING WORK NOTIFY ARCHITECT OR space, the addition: or elimination of any door or window, the OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN reconfiguration or extension of ark system, or the installation of INTERPRETATION OR DECISION FROM THE ARCHITECT BEFORE any additional equipment. PROCEEDING WITH THE WORK DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN 4042 Application. Level 2 alterations shalt comply with the 10. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGNEER t' BUILDING provisions or Chapter 6 for Level 1 alterations as well as the DEPARTMENT ALL REQUIRED SHOP DRAWINGS FOR REVIEW AND provisions of Chapter 1. APPROVAL AS REQUIRED. 1L OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY WvISIONS, BEFORE COMMENCING WORK NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE THIS SETS OF PLANS WAS BEEN DESIGNED UNDER OIINER/ARCHITECT/NTERIOR' DESIGNER RESIDENTIAL FLORIDA BUILDING CODE 2014 FIFTH EDITION 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 'F.B.C. 2010' (RESIDENTIAL), CURI;aT EDITION NOTE: ALL LOCAL CODES SHALL PREVAIL:AL.�.'a 13, THE ARCHITECT / ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE ( FOLIO No. 09-4036-054-0020 ) MISINTERPRETATION OF THESE PLANS BY OTHERS, THE REVIEW AND Lots 2, of 'NORTH MANOR' according to the Plat thereof as APPROVAL OF SHOP DRAWINGS PRODUCT CONTROL APPROVAL BY recorded to Flat Book 61, at Page 61, of the Public Records OTHERS. of Miami -Dade County, Florida. 14. THE CONTRACTOR IS FULLY RESPONSIBLE. FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO HIM FOR INSTALLATION 15. THE CONTRACTOR' SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER, FOLLOWED BY A CHANGE ORDER 16. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS,' SECURE AND PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS OF CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES 11. DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED N WRITING BY THE OWNER/ARCHITECT/ENGINEER I& THE ARCHITECT/INTERIOR DESIGNER/OWNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP THAT DOES NOT MEET HiGH QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. 19. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB. 20. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK, AS A CONDITION OF ACCEPTANCE. 21. CL EANING AND DEBRIS REMOVAL. THE OWNER SHALL RECEIVE THE. PROPERTY FREE A FROM DUST, ALL GLASS SURFACES SH ALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL MAKE EFFORT TO MAINTANN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS' LEFTOVERS FORM MEALS - CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS. 22. THE CONTRACTOR iS SOLELY RESPONSIBLE FOR MEANS AND OF METHODSCONSTRUCTION, TRUc AND TSEQUENCES , FOR HE AND PROCEDURES TO BE USED. 23. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND C IC ELE TR AL SYSTEM. CONTRACTOR RACTOR MUST INFORM T:HE ARCHITECT OR ENGINEER BEFORE FORMING ANY CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES EXACT LOCATION.1 ANY DEVIATION FROM THE MECHANICAL/ELECTRICAL PLANS TO ACCOMMODATE TE T D HE ABOVE CONDITIONS SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OWNER 24. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND WHICH ARE NECESSARY FOR THE- EXECUTION AND COMPLETION OF THE CONSTRUCTION 25. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. 26. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT OR ENGINEER SHALL ISSUE THECONTRACTOR A 'PUNCH -LIST', INDICATING THE OBSERVED DEFICIENCIES N THE WORK. THE CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14 CALENDAR WORKING DAYS 21. ANY OMISSION OF EQUIPMENT INSTALLATIONS AND MATERIALS SHALL BE PROMPTLY RECTIFIED. BY CONTRACTOR UPON NOTIFICATION BY ARCHITECT/ENGINEER/OWNER 2& ANY OTHER` SERVICES NECESSARY FOR THE COMPLETION OF THIS JOB THAT MAY BE INVOLUNTARY UNDER THE JURISDICTION OF THE FLORIDA BUILDING CODE AND NOT SPECIFIED IN THE 'GENERAL NOTES AND OR SPECIFICATIONS' AR= THE CONTRACTOR'S SOLE RESPONSIBILITY. ` PROPOSE 10 CUT EXISTING A/C UNIT THE SLAB TO V i TO BE REPLACED FROM THE PROPE 4 NE PROPOSED SLAB VX3' REMOVED TILE PATIO -,..� , r •......_ SLAB ARE =258 SG>F t XISTING PTIC T 0G AL oNs LU � . • l7/.�z`�7` /T I '\ U1 WOOD G 4 >: /.X X_ � ,PORCH < . X cn ::• ::. :• GRASS u .... Ld ,UI O p DRIVEWA•Y, I' O N N MIU- I l !Q C 'Q O GRASS i • WATER - -- -- -- -- -- -- 0 EXISTING , METER AND 14 .26 5 SIDEWALK SUPPLY LINE DRAWN : LUUUM 50- W. 12 t h 5TRE E T I j -- ti-------------------------------------------------------------- ----------- 1 SITE PLAN t SCALE: Va' an 1"-0' cENEM NOTES I. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING (UNCLE) OR 29. ALL CEILINGS SHALL BE SEALED SO THAT AIR FLOW FROM SHAFTS, ANY GOVERNMENTAL AGENCIES NECESSARY IN ORDER TO ESTABLISH ANY UTILITY EASEMENTS OR LINES PRESENT. WITHIN THE WALL CHASES, CAVITIES AND BETWEEN CONDITIONED AND PROPERTY PRIOR TO PERFOR'11NG ANY WORK UNCONDITIONED ATTIC SPACE 15 STOPPED. 2. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH 30. USE ONLY HIGH HAT LIGHTS WITH SEALED CANS OR SEAL THEM FROM ARCHITECTURAL, A/C, ELECTRICAL AND MECHANICAL DWGS., TO THE ATTIC DRYWALL SO THAT COLD AIR DOES NOT GET INTO THE LOCATED OPENINGS, DRAINS, SLEEVES, SLOPES, DEPRESSED ATTIC. SLABS, BOLTS; CURBS, ETC. 31. PROVIDE THE ABSOLUTE MINIMUM ATTIC VENTILATION, LOCATE THE 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI NECESSARY SOFFIT VENTS ON THE EXPOSURE AWAY FROM THE -301ETC. 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR LOCAL PREVAILING BREEZE. : .BUILDINGS.'.: 32. INSURE THAT ALL INSULATION IS PROPERLY DISTRIBUTED AND 4. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI-341 INSTALLED WITHOUT GAPS OR IN CONTACT WITH SURFACES THAT RECOMMENDED PRACTICE FOR CONCRETE FORMWOF K.'. TRANSFER AIR 5. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 33. DO NOT VENTILATE THE ATTIC BY FORCED VENTILATION. 6. REBARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY, SIZE AND AMOUNT OF REBARS ARE AS PER SCHEDULES. 1. NO TIE BEAMS SHALL BE FOWED/POURED PRIOR TO ,TRUSS SHOP DRAWINGS APPROVAL. 8. ARCHITECT/INTERIOR DESIGN ENGINEER'S VISITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED WITH CONTRACTOR AL I ATM LEV& 2 BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE COORDINATED WITHIN 48 HOURS IN ADVANCE PRIOR TO SECTION 404 INSPECTION. ALTERATION -LEVEL 2 9. VERIFY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT J05 404J Scope; Level 2 alterations include the reconfiguration of SITE PRIOR TO COMMENCING WORK NOTIFY ARCHITECT OR space, the addition or elimination of any door or window, the OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN reconfiguration or extension of any system, or the installation of INTERPRETATION OR DECISION FROM THE ARCHITECT BEFORE any additional equipment: PROCEEDING WiTH THE WORK DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 4042 Application. Level 2 alterations shall comply with the 10. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGINEER 4 BUILDING provisions of Chapter 6 for Level I alterations as well as the provisions of Chapter 1. DEPARTMENT ALL REQUIRED SHOP DRAWINGS FOR REVIEW AND APPROVAL AS REQUIRED. 11. OBTAIN THE LATEST SET OF DRAWINGS, INCLUDING ANY REVISIONS, - BEFORE COMMENCING WORK NO CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN PEWISSION OF THE THIS SETS OF PLANS HAS BEEN DESIGNED UNDER OWNER/ARCHITECT/INTERIOR DESIGNER RESIDENTIAL FLORIDA BUILDING CODE 2014 FIFTH EDITION 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE 'F.B.C. 2010' (RESIDENTIAL), CURRENT EDITION NOTE: ALL LOCAL CODES SHALL PREVAIL. UEM®E 13. THE ARCHITECT / ENGINEER DOES NOT ACCEPT RESPONSIBILITY FOR THE ( FOLIO No. 09-4036-054-0020 ) MISINTERPRETATION OF THESE PLANS BY OTHERS, THE REVIEW AND Lots 2, of 'NORTH MANOR' according to the Plat thereof as APPROVAL OF SHOP DRAWINGS PRODUCT CONTROL APPROVAL BY recordp 1 i %iat Book 61, at Page bl, of the Public Records OTHERS. or Miami -Dade County, Florida. 14. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS - PURCHASED BY THE OWNER AND GIVEN TO HIM FOR INSTALLATION 15. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER, FOLLOWED BY A CHANGE ORDER 16. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL SANITARY FACILITIES, BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS OF , CONSTRUCTION. CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. 11, DO NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER/ARCHITECUENGINEER I$. THE ARCHITECT/INTERIOR DESIGNER/OWNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND WORK IANSHIP THAT DOES NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. 19. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATIONS THROUGHOUT THE PROGRESS OF THE WORK USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB. 20. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON COMPLETION OF THE WORK, AS A CONDITION OF ACCEPTANCE. 21. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECEIVE THE PROPERTY FREE FROM DUST, ALL GLASS SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL MAKE EFFORT TO MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS. LEFTOVERS POW MEALS CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS. 22. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. 23. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE LOCATIONS OF THE INSTALLATIONS OF THE MECHANICAL AND ELECTRICAL SYSTEM. CONTRACTOR MUST INFORM THE 'ARCHITECT OR ENGINEER BEFORE FORMING ANY CONCRETE BEAM IF INTERFERING WiTH A/C DUCT OR PLUMBING FIXTURES EXACT LOCATION. ANY DEVIATION FROM THE MECHANICAL/ELECTRICAL PLANS TO ACCOMMODATE THE ABOVE CONDITIONS SHALL BE MADE WITHOUT ADDITIONAL COST TO THE OU,NER 24. THE CONTRACTOR SHALL PRODUCE, BY MEANS OF SHOP DRAWINGS, ALL ADDITIONAL DETAILS WHICH ARE INFERABLE FROM THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE CONSTRUCTION 25. THE CONTRACTOR MUST FURNISH ALL LABOR, TOOLS, MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE THE CONSTRUCTION OF THIS JOB. 26. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE, THE ARCHITECT OR ENGINEER SHALL ISSUE THE CONTRACTOR A 'PUNCH -LIST', INDICATING THE OBSERVED DEFICIENCIES IN THE WORK THE CONTRACTOR SHALL MAKE SUCH CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14 CALENDAR WORKING DAYS. 21. ANY OMISSION OF EQUIPMENT INSTALLATIONS AND MATERIALS SHALL BE PROMPTLY RECTIFIED. BY CONTRACTOR UPON NOTIFICATION BY ARCHiTECT/ENGINEER/OWNER 28. ANY OTHER SERVICES NECESSARY FOR THE COMPLETION OF THIS JOB THAT MAY BE INVOLUNTARY UNDER THE JURISDICTION OF THE FLORIDA BUILDING CODE AND NOT SPECIFIED IN THE 'GENERAL NOTES AND OR SPECIFICATIONS' ARE THE CONTRACTOR'S SOLE RESPONSIBILITY.` SCOPE OF WORK BUIDIM I. PROPOSED INTERIOR REMODELING CONVERTED FAMILY ROOM TO BEDROOMS AREA W/ BATHROOMS sicm I. ELECTRICAL WORKS (NEW OUTLETS AND LIGTTS) WCHAWX .1. MECHANICAL WORKS (NEW AC UNIT /INTERIOR REMODELING) PUMM 1. PLUMBING WORK (NEW BATHROOMS) ZOIWG UEC&D ZO M R5-3 SINGLE-FAMILY Zoning Land Use: RESIDENTIAL -SINGLE-FAMILY : iUNIT Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY (UDB) Zoning: 1;6-3 NET LAND AREA: 10,549 SQ FT i HOO RP. MAY, &LOAAME PRO VN D HEIGHT (AVERAGE ROOF) : LOT OOVBiACE I RESIDENCE 3,164.1 SQFT. = 3o% 2,886 SQFT.= 213D% YVpHtMM AVA: MAXIMUM IMPERVIOUS: 10,549 SQFT. x 40% = 4)20 SQFT. RESIDENCE: 2,886 SQFT, DRIVEWAY AND SLAB: 1,249 SOFT. A/C SLAB: 1SD SQFT. TOTAL IMPERVIOUS AREA: ( 4,153 SOFT. = 353 30 LANDSCAPE AREA: MR REai]i1RD_1. PROPi GREEN AREA (25%) 2;631 SQFT. = 25% 63% SQFT. - 60h% i $E'MCM MIN. iMOKED EXISTNG FRONT INTERIOR SIDE (WEST) INTERIOR SIDE (EAST) REAR 25'-0' 43'-2' ■ i UM LGCIM (POLIO No. 09-4036-054-0020 ) FLOOD ZONE- 'X', ADDRESS: 6418 SW 12 STREET, SOUTH MIAMI, FLORIDA 33143 li LOT: 2 BLOCK: PLAT BOOK: 61 PAGE: 132 HIGHEST CROWN OF THE ROAD ELEV. 1131' FT. N.G.VD. HIGHEST CROWN OF THE ROAD ELEVATION WAS TAKEN FROM THE ATTACHED SURVEY CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY: JOSE G. HERNANDEZ P.L.S. LIC. No. 6952 LOWEST FLOOR GARAGE / STORAGE ADJACENT GRADE SWALE AREA ELEVATION FLOOR ELEVATION ELEVATION ELEVATION RRE TINCs 1431' N.G.VD. N/A 1425' NG.VD. N/A ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD ELEVATION (BF.E.) ALL AREAS BELOW B.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS HAVING A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING EVERY SQUARE FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE ENCLOSED AREA OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS. FLOOD RESISTANT MATERIALS WILL BE USED BELOW BRIE. ATEIRNATIVELY, SEE A CERTIFICATION BY N/A P.E. ON THE PLAN NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS WHERE NECESSARY INTERCEPTOR SWALES WiLL BE CONSTRUCTED ON -SITE WITH NO ENCRACHMENT OVER ADJACENT PROPERTIES 0'-0' = N/A NG.VD. THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT PROPERTIES II REVISIONS BY ZL 03/11/201(o L.0 V Z V Z W 00 W 00 ui Ln p t a CV � r1 ,n 1��11t� < U V 00 Z W o � V' .. V_ z < LU LU 1� Cq Cq ZZu cal cn '$ � � a L Wi•�••l L l� ti L J.0 z_U ad a O DRAWN : L.UM CHECKED : C.T "DATE : OCT '15 ALE: SHOWN JOB NO. 13-0161-2 SHEET �Aml OF 4 SHEETS I SCOPE OF WORK BUILDING- L PROPOSED INTERIOR REMODELING CONVERTED FAMILY ROOM TO BEDROOMS AREA WITH BATHROOMS ELECTRICAL L ELECTRICAL WORKS (NEW OUTLETS 00 LrsTWS) MECHANICAL 1 MECHANICAL WORKS (NEW AC UNIT /INTERIOR REMODELING) PLUMBING L PLUMBING WOW (NEW BATHROOMS) FLOOR DOOR SCHEDULE MAW DESCRIPTION SIZE MATERIAL REMARKS W w T DOOR FRAME PAIR DOOR 2'-8' 6-8' 1 V WOOD WOOD INTERIOR @ WOOD DOOR 2'-8' 6-8' I blo' WOOD WOOD INTERIOR @ 1POCKET DOOR 3'-0' 6-8' 14s" WOOD WOOD INTERIOR @ POCKET DOOR 2'-8' 6-8- As' WOOD WOOD INTERIOR 51-FOLD 2'-6' 6-8' V WOOD WOOD N-4 NOTES: L 2. 3. 4. OPEN TO OUTSIDE IMPACT RESISTANCE SAFETY GLASS CATEGORY CLASS 11 FULL LOUVERED All GLASS SHALL BE TINTED U z to -*W.:Pr- s 0.4 WALL LECIM DENOTES EXISTING S' MASONRY WALL TO REMAIN DENOTES 4' EXISTING WALL PARTITION TO REMAIN .................. ............. MOTES 4- NEW WALL PARTmoN&4w40w,,,, TABULATION AREA PORCH 100 SOFT. A/C AREA 2,38W SQFT. COVERED TERRACE 421D 52R. TOTAL 2,886 -40T-T. REVISIONS BY rzxiarh� IMPAIMPCT EXISTING IMPA=CTWNDOW FRENC� DOORS IMPACT WINDOW TO To FRE� AIN TO REMAIN 4 WR 6--2-X 4--5!-(EGlmRE 14R 6'-2'X 4'-5'(EGMS6) III EXISTING IMPACT WIND TO REMAIN (SAFETY GL,466 CAT 11) PROPOSED FLOG SCALE: t/41 2 11-01 11-31 Zn 14ALL NEW BEDROOM z MASTER z SEDROOM co 7, LLJ n a 2181 41-31 4 , uj u, fL ri IL P': � 11 v 41 z z 16 .......... a < @ rew 5ATWRCai U bb ---- .... V W. F- d ...... . ...... ....................... ...... ......... AL 0 0 co 11 31 -EXISTING z NEW 5ATW7 -lo' -41 0 CLI UNIT TO REPLACE < Lu Wlic oil. \—EXISTING "FACT WINDOW 31-01 1-4 31-20 1,' 16 .21. ^1 ...... TO REMAIN (SAFETY GLASS CAT 11) J DETAIL �fd A/C NEW A14U CL EXISTING EL FK ECTRICAL METER No owl 7 7, -7/7-61, 77 7777 PNL 200 AMP m SCOPE OF WORK BUILDING L PROPOSED INTERIOR REMODELING CONVERTED FAMILY ROOM TO BEDROOMS AREA WITH BATHROOMS ELECTRICAL L ELECTRICAL WORKS (NEW OUTLETS AND LIGTHS) MECHANICAL .I. MECHANICAL WORKS (NEW AC UNIT /INTERIOR REMODELING) PLUMBING L PLUMBING WORK (NEW BATHROOMS) FLOOR DOOR SCHEDULE MARK DESCRIPTION SIZE MATERIAL REMARKS W H T DOOR FRAME ® PAIR DOOR 2'-S' 6-8' 1'a' WOOD WOOD INTERIOR WOOD DOOR 2'-8' b-8' I WOOD WOOD INTERIOR 0 POCKET DOOR 3'-0' 6-8' I WOOD WOOD INTERIOR a POCKET DOOR 2'-8' 6-8' I r1ho WOOD WOOD INTERIOR 0 81-FOLD 2'-6' 6-8' I' WOOD WOOD N-4 NOTES L OPEN TO OUTSIDE ALL GLASS SHALL 2. IMPACT RESISTANCE BE TINTED 3. SAFETY GLASS CATEGORY CLASS It ` U = 1.10 4. FULL LOUVERED SHGG 2 OSO tom. WAU LEWD DENOTES EXISTING 8' MASONRY WALL TO REMAN DENOTES 4' EXISTNG WALL PARTITION TO REMAIN DENOTES 4' NEW WALL PARTITION EXISTING IMPACT WI TO REMAI HR 6'-2'X EXISTING IMPACT WIND TO REMAIN (SAFETY GLASS CAT 11) PROPOSED FL00R SCALE: 1/4' I • • • EXIST IMPACT `r EXISTING FRENCIII DOORS `r IMPACT WINDOW TO IN TO REMAIN '-5' (EGRE HR 6'-2'X 4'-5' (EGRESS) . 1 •svli" • - • : •• Y Eby I. '•-•. .•• • :*Do* ••e• • ••• • :*Ike • 4 r _ � __. _ � FLOOR DOOR SCHEDULE SIZE MATERIAL MARK DESCRIPTION REMARKS W H T DOOR FRAME ® PAIR DOOR 2'-8' 6-8' Ass WOOD WOOD INTERIOR © WOOD DOOR 2'-8' 6-8' 1 WOOD WOOD INTERIOR POCKET DOOR V-0' 6-8' 1 WOOD WOOD INTERIOR QD POCKET DOOR 2'-8' 6-8' 1 WOOD WOOD INTERIOR 0 51-FOLD 2'-6' 6-8' IN WOOD ,WOOD N-4 TALL NOTES: 1. OPEN TO OUTSIDE GLASS SHALL 2. IMPACT RESISTANCE 5E TINTED 3. SAFETY GLASS CATEGORY CLASS II '\, U -- 110 4. FULL LOUVERED SHGC 2 050 WALL LEGBO / / DENOTES EXISTING AREA TO REMAIN DENOTES EXISTING 8' MANSORY WALL TO REMAIN SENOtE6 4' EXIST PARTITION TO REMAIN DENOTES 4' NEW WALL PARTITION ( NO BEARING WALL PARTITION) TABULAWN AREA PORCH 10.0 SQn. A/C AREA 2,38W SQJ7. COVERED TERRACE 421-0 SQFT. TOTAL 2W SQFT. EXISTING IMPACT WINDOU TO REMAIN HR 6'-2+X 4'-5' EXISTING IMPACT WI TO REMAIN \ (SAFETY GLASS CAT lU PROPOSED FL00' SCALE: 14' = 1'-0' R PLAN .ems• • • ... REVISIONS BY ••. .. .•• • IN,• IN• • • *41 • • i EXISTING `r IMPACT WINDOW TO REMAIN HR 6'-2'X 4'-5' (EGRESS) FLOOR DOOR SCHEDULE MARK DESCRIPTION SIZE MATERIAL REMARKS W H 7 R DOO FRAME _ OA PAIR DOOR 2'-8' ` 6-8' 1,5l/8' WOOD WOOD INTERIOR ® WOOD DOOR 2'-8' 6-8' 1 Na' WOOD WOOD INTERIOR © POCKET DOOR 3'-0` 6-8, 1 5/8, WOOD WOOD INTERIOR �D POCKET DOOR 2'-8' 6-8' 1 Na' WOOD WOOD INTERIOR Q BI-FOLD 1'-6' 6-8' 1' WOOD WOOD N-4 NOTES: I. OPEN TO OUTSIDE ALL GLASS SHALL 2. IMPACT RESISTANCE, BE TINTED 3. SAFETY GLASS CATEGORY CLASS II `� U = 1.10 4. FULL LOUVERED SHGC -- 050 TO REM IN . ,...,.,-. ..,,,.,.., n n-rn.i wirvvvw -- . 4,-5' IEGRE 70 IN � 0 REMAIN HR 6-2X AR 6'-2'X 4'-5' (EGRESS) � 1 3 0 Ii1PAGT WINDOW 11 -9 8 -I REMAIN TO = RE N (SAFETY CAT 11) A DE : :< L _e O _ EXIST A/CING NGNW aHu LELECTRICAL ME TER � 4,,f , � f FAulmumm r "M : r y �:' „ �� z'�' � , k�,it a %� � r../ r, PNL 100 AMP / 15 / ` ✓ / x. /al / E ING WALL � � . EXISTING WALL , .EXISTING DOOR / TO REMOVED /TO BE REMOVED / / / /' // TO BE REMOVED / OP ING 3 ACCESS 70� / ,/ AND BLOCK U / / / �. / ,; //I OPENING 4'ACCESS 70 n r�EDROOMSf/ NEW CLOSET (NO CBS WALL BEARING WALL) % r / , INTERIOR :r .% ,TO BE REMOVED , , / / pW / / % / is j r EXISTING ND , / / / � - / ' / / , E NG /i r r BEDROOM i WINDOW - o TO REMAIN / J / 4V / (7L / B,47NROOM , , /:. EXISTING Wgll, LECIM/ / :/ . < : , > WINDOW / �i / c�. / r/ TO REMAIN I / / / / / DENOTES EXISTING AREA TO REMAIN / - DENOTES EXISTING 8 MANSORY WALL t0 REMAIN � / : / // / , / B NROOM REM_ / / J / EXITING EN07ES 4 EXIS711 a TiTI WINDOW U P W�)�' ,R ON TO REMAIN / TO REMAIN Z / / ✓ / // / / / / , Jlt / // / / LIVING ROOM � DENOTES 4 NEW WALL PARTITION / / / / / / / r; / / I l NO BEARING WALL PARTITION) f /,;,/ EXISTING �/ / / / WINDOW. / / / i�70/ RE/MA:IN / / OXISTING OOR ING REMAIN ' —� - DOOR REMAIN EXISTING 1� }— / tI�E ELECTRICAL // /i ' j;/ / :/ PNL 150 AMP �•L� F // // QC . REMAIN, / / ./, / �%/ / - //,�/ / / / / , , / , / , / Wu U1 / , // /; , / / / / //.i DINING ROOM/ / / , , / /. , EXISTING /,,/ CU UNIT TO REMAIN/Z 0 EXISTING - .. 0 // / / // / /J � J/ / /:, _WINDOW Q / / / / //// / %r/ / ;: / TO REMAIN // , / /wu % / / / ej- / EXISTING i / / / J / � � KITC�rEN ., f , WINDOW / ,�/ / / / J '/ / , REMAIN / / / ✓ J , f r , I DRAWN L.UM. CHECKED O.M.F. DATE: OCT '15 SCALE SHOWN JOB NO. 13-01696 SHEET .,A 2 OF 4 SHEET$ ■ 0 BETWG EAST ELEVATION SCALE: '/4' = 1'-0' REVISIONS BY .... CONTINIDLIS METAL DRIP AND WOOD FASCIA' TO REMAIN I ;ISTm )ORS REMAIN GGGC1 DRAIIK L1lM CHECKED : OMF- DATE : OCT '15 SCALE SHOWN JOB NO.: 13-01656 SWEET Am3 OF . 4 SHEETS FORM t POUR CONC. CURB t WRAP W/ TILE MATERIAL NEW 2'X4' WOOD STUD TILE MATERIAL ON WALLS TYPICAL REFER TO FIN. WA. FF TILE BULLNOSE TILE SHOWER PAN OR MEMBRANE NOBLE COMPANY OR EQUAL 4 411 .IC �. Uo a. t> A. - e DAl t. +1 O DOWELED IN * REINFORCED MORTAR BED SLOPE 8' OL. CRUSNED!STONE TO DRAM OR TILE CONCRETE SLAB NEW SHOWER DRAM WITH BRONZE SHOWER NOTES: DRAM GRID L SHOWER LINERS SHALL BE PICTHED TO DRAINS TO COMPLY WITH FBC PLUMBING SECTION 4152. 2 SHOWER LINERS SHALL BE PVC SHEETS M IMUK OF " INCHES THICK AND SHALL MEET THE REQUIREMENTS FO ASTM D 4551 TO COMPLY WITH FBC PLL115NG SECTION 4TT52.1 3. SHOWER TO COMPLY WITH REFERENCE STANDARDS OF FBC PLUMBING SECTION 411 SHOWER DETAA. SCALE: SCALE: 3' = i'-O' R31011 'S escape and rescue AS PER FJ5.C. 2014 R310.1 Emergence escape and rescue required. Basements and every sleeping room shall have at least one operable emergency escape and rescue opening. Such opening shallopen directly into a public street, public alley, yard or court. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining areas of the basement. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches (1118 mm) above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency'escape and rescue opening and is provided with a bukhead enclosure, the bulkhead enclosure shall comply with Section R3103. The net clear opening dimensions required by this section shalt be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R3102. Emergency escape and rescue openings shall open dlrectly into a public way, or to a yard or court that opens to a public way. Exceptions: i. Basements used oniy to hale mechanicat equipment and not exceeding total floor area of 200 square feet (1858 m2). 2 The emergency escape and rescue opening shalt be permitted to openinto a screen enclosure, open to the atmosphere, where a screen door is provided leading away from the residence. R310J.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.1 square feet (0530 m2). Exception: Grade floor openings chat[ have a minimum net clear opening of 5 square feet (0465 m2). R310.12 Minimum opening' height. The minimum net clear opening height shall be 24 inches (610 mm). R310.13 Minimum opening width The minimum net clear opening width shall be 20 inches (508 mm). R31014 Operational constraints. Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys, toots or special knowledge. BALM FOR 71A AND SH VM R10242 Cement, fiber -cement and glass mat gypsum backers. Cement, fiber -cement or glass mat gypsum backers in compliance with ASTM C t288, C 1325 or C i118 and installed in accordance with manufacturers' recommendations shall be used as backers for wall the in tub and shower areas and wall panels in shower areas. MOISTURE RESISTANT GYPSUM WALLBOARD (GREEN BOARD) SHALL NOT BE USED AS A BACKER BOARD DIRECTLY BEHIND TUB TILES OR SHOWER i BA7MOOM EUNG t-BC 'R R305.1 Bathrooms shall have a minimum ceiling height of 6 feet 8 inches (203(a mm) over the fixture and at the front clearance area for fixtures as shown in Figure R3011 A shower or tub equipped with a showerhead shall have a minimum ceiling height of 6 feet 8 inches (2036 mm) above a minimum area 30 inches (162 mm) by 30 Inches (162 mm) at the ahowerhead. 71M MD *n%V s 11CM MD WAt1S1 R3012 Bathtub and shower spaces. Bathtub and shower floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet (1829 mm) above the floor. 7W AND aH VM 04MOSlJRE FBCR 2014 CHAPTER 308 Doors, bath and shower enclosures, and sliding glass doors containing glazing material greater than 9 square feet (024 m2) in surface area shall be classified as Category 11 glazing products. a.AZING FBCR 2014 CHAPTER 308 Glazing in sliding and in swinging doors shall be safety -glazing complying with 16 CFR 1201, Safety Standard for Architectural Glazing Materials, Consumer Product Safety Commission and as described in Sections Doors containing glazing material not greater than 8 square feet (024 m2) in surface area shall be classified as Category I glazing products. Doors, bath and shower enclosures, and aliding glass doors containing glazing material greater than square feet (084 m2) In surface area shall be classified as Category li glazing products. Category I glazing products shall be capable of withstanding a i50 foot-pound (102 Nm) impact teat. Category It glazing products shall be capable of withstanding a 400 foot-pound (542 Nm) impact testa Doors shall be designed to be readily operative without contact with the glass. 9 NOTE: DOOR CASING PROFILES SHOW) ONLY FOR DESIGN CONCEPT. PROFILES, MATERIALS AND SIZES TO BE SELECTED BY OWdER/ARCHITECT, OR INTERIOR DESIGNER WOOD CASING (TYP) PLINTH BLOCK (TYP) r— BASE BOARD (TYP) REFER TO DOOR SCHEDULE FOR DIMENSIONS, CONFIGURATIONS, AND FINISHES. PANELED SWING DOUBLE DOOR DETAIL SCALE: P - i'-0' EXISTING 21X41WOOD CEILING LINE - 5/8' TYPE 'X' ON I'x3' * 16' O:C WOOD STRIP EXISTNG 2'X4' WOO STUDS* 16 WSJ' 2'x4' FIRE STOPPING BOTH SIDE 1/2' DRYWALL 2'x4' PT WOOD NAILED TO CONCRETE SLAB W/16 d NAILS * 4' O.0 4' WOOD BASE FIN. FLOOR TYP. INT. PARTITION SCALE: SCALE: 3' = 1'-0' NOM ALL WALL E CEILING FINISHES TO HAVE A FLAMESPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 450 AS PER FBC R302 % ALL INSULATION MATERIALS TO HAVE A FLAMESPREAD INDEX OF NOT MORE THAN 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED M ACCORDANCE W/ ASTM E84 OR UL 123 (FBC R302.10). NOTE: DOOR CASING PROFILES SH011rl ONLY FOR DESIGN CONCEPT. • PROFILES, MATERIALS AND SIZES TO BE. SELECTED BY • • • • • • • • • • • OWNER/ARCHITECT, OR INTERIOR DESIGNER .10 \ \ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / L=_ FORM 4 POUR CONC. CURB 4 WRAP W/ TILE MATERIAL i j NEW 2'X4' WOOD STUD TILE MATERIAL ON WALLS TYPICAL REFER TO Fm SCH. I BULLNOSE TILE tCILOE SHOWER PAN OR MEMBRANE NOBLE COMPANY OR EQUAL all • • l 1, :•. ::-..:. ._ ........ „ __ e r - a p• � P t>. Up' _ c . i d e i 01 O DOWELED IN REINFORCED MORTAR BED SLOPE * TO DRAIN 8 OL. CRUSHED 11 STONE OR TILE CONCRETE SLAB _ NEW SHOWER DRAM WITH BRONZE SHOWER NOTES: DRAIN GRID 1. SHOWER LINERS SHALL BE PICTHED TO DRAINS TO COMPLY WITH FBC PLUMBING SECTION 4nB2. 2. SHOWER LINERS SHALL BE PVC, SWEETS, MINIMUM OF " INCHES THICK AND SHALL MEET THE REQUIREMENTS FO ASTM D 4551 TO COMPLY WITH FBC PLUMBING SECTION 411BIl 1 3. SHOWER TO COMPLY WITH REFERENCE STANDARDS OF FBC PLUMBING SECTION 417 - SHOWER DETAIL WALE: WALE: 3' 1'-0' 19, EXISTING TIE BEAM TO REMAIN. EXISTING CONC. TO REMAIN. EXISTING 2'X4'III000 CEILING LINE - 5/8' TYPE 'X' ON 1'& * 16' OL WOOD STRIP EXISTING 2'X4' WOO STUDS* 16 NOTE: DOOR CASING PROFILES SHOWN ONLY FOR DESIGN CONCEPT. PROFILES, MATERIALS AND SIZES TO BE SELECTED BY OWNER/ARCHITECT, OR INTERIOR DESIGNER. / / / / / / / / / / / / / / / / WOOD CASING (TYP) r- PLINTH BLOCK (TYP) BASE BOARD (TYP) r — LOVERED PANELS WOOD CASING (TYP) PLINTH BLOCK (TYP) BASE BOARS (TYP) REFER TO DOOR SCHEDULE FOR REFER TO DOOR SCHEDULE FOR DIMENSIONS, CONFIGURATIONS, AND DIMENSIONS, CONFIGURATIONS, AND FINISHES. FINISHES. PANELED SWING DOOR DETAIL LOUVERED SWING DOOR DETAIL SCALE: 1' = P-0' SCALE: 1' = P-0' EXISTING SHINGEL OVER' W ASPHALT PAPER NOT MOPPED ON' 30 ASPHALT PAPER TIN -CAPPED AT 12' Or-. AND 6' O.C. AT OVERLAP AREA OVER s' CDX PLAYWOOD SHEATHING NAILED W/ 10 d RING SHANK NAIL * 12 6' O/C. TO REMAIN 5 C% DRILL -' HOLES X 4' DEEP AND FILL W/EPDXY PASTE 9 GAG6 JOINT REINF., TRUSS TYPE AT EVERY SECOND COURSE. PROVIDE EXISTING 2 x 8 WOOD 1 05 IN ' C. FILLED CELL FASCIA NAILED WITH 2-16d AT EA. SIDE OF OPENING NAILS AT EACH WOOD TRUSS t0 REMAIN '18 GAGE CORRUGATE DOVETAIL ANCHORS EVERT' SECOND COURSE 3� 6 CONNECT EACH ANCHOR TO EX�STING WALL WITH (2) 3/I ' x 2' TAPCONS NEW f 5 * 4v IT IN f - 300@ PSI GROUT 2'x4' FIRE STOPPING BOTH SIDE 1/2' DRYWALL 2'x4' P? WOOD NAILED TO CONCRETE SLAB 111/16 d NAILS * 4' OL F4' WOOD BASE FN. FLOOR CONCRETE SLAB TYP. INT. PARTITION SCALE: SCALE: 3' = I'-0 EXIST. WINDOW -DOOR OPENING(BLOCK UP DETAIL) TING I x 3 FURRNG AT 16' TO REMAIN. TING PRE-ENGINEERED WOOD S * 24' O/C. TO REMAIN TING/z' DRYWALL CEILING ON I x 3 TING R-30 INSULATION TO REMAIN TIN�S�I'x4',P1'.�WOOD FIRE STD. TING CONC. TIE BEAM TO REMAIN TING I'x4' PT. WOOD FIRE STOP �V1DE ,ka',THICK DRYWALL ON I x 2 WOOD FILLED CELLS 8, . 91RRING * I6''OL;!/ R-41 INS. � k. -1d NOTE THE EPDXY PASTE MUST BE FOR OVERHEAD USE DETAIL A (LOCATED EXISTING BEDROOl SCALE SCALE: 3' = NOTE E ALL WALL 4 CEILING FINISHES TO HAVE A FLAMESPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX NOT GREATER THAN 450 AS PER FBC R302 9. ALL INSULATION MATERIALS TO HAVE A FLAMESPREAD INDEX OF NOT MOM THAN 25 WITH AN ACCOMPANYING SMOKE DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED M ACCORDANCE W/ ASTM E84 OR UL 123 (FBC R302.10). me, - i!i!i!i 4� �;�!i!♦!i!i!--i-i-i-i!i. I.N.N. IN -II-. INSULATION R 4.1 EXIST'�NG 1'x4' FT. WOOD FIRE STOP V SMOOTH $TUC �,,_ ._......, t0 REMAIN EXIST. EXISTII TYPICAL WALL SECTION SCALE:3/4' 1'-0' 'TING FAMIL"r ROOM BE REMODEL INCH EXISTING 4' CONC. SLAB TO REMAIN VAPOR BARRIER (6 MIL) • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • ••••• ••• ••• • • • •••• • • • •'; qVISK3zs ;;• BY • • s • V Z z V J w Z w a Z � J U Z c t W z � 0. = W , uj z wza`4-,E`, zIt,: 0 - J d Q J V Z W Uw~CD00 J ►-LL0� w Wow* Z Q u J w w Q U a U Cie ul = 0 W ilu il6 f-u r DRAWN : L.U.M. DATE: MAY '15 SCALE : SHOWN JOB NO.: 13-01696 SHEET A�4 OF 4 SHEETS 1 1. THE ENGINEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, ALL WORK DEPICTED IS 1N ACCORDANCE WITH THE FLORIDA BUILDING CODE 2014. INSTALLATION SHALL BE IN ACCORDANCE WITH STANDARDS AS SETFORTH THEREIN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EQUIPMENT DESIGN REQUIREMENTS (LE. VOLTAGE, WATER, DRAINS,GAS CONNECTIONS; ETC.) WHEN REQUIRED FOR THE CORRECT/APPROVED OPERATION THE EQUIPMENT SHALL BE FURNISHED WITH ALL NECESSARY ACCESSORIES WHETHER CONSIDERED OPTIONAL OR STANDARD BY THE MANUFACTURER. EQUIPMENT SHALL NOT BE ORDERED BASE ON MANUFACTURERS' MODEL NUMBS . 3. ALL EQUIPMENT AND MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND WITH MANUFACTURER'S WARRANTY. 4. AIR CONDITIONING DUCTWORK CONCEALED ABOVE CEILINGSSHALL BE OF 1-1/2" THICK CLASS 1, U.L. 181 LISTED FIBERGLASS DUCT BOARD. 8, FLEXIBLE DUCTWORK MAY BE USED FOR BRANCHES TO DIFFUSERS AS INDICATED ON DRAWINGS. FLEXIBLE DUCTS SHALL BE U.L.181 LISTED, WITH SPIRAL STEEL INTERNAL REINFORCING,1-1/2" FIBERGLASS INSULATION AND POLYETHYLENE JACKET.FABRICATED IN ACCORDANCE WITH S.M.A.C.N.A. STANDARDS. 0. PROVIDE SPIN 'COLLARS WITH VOLUME DAMPERS AT ALL FLEXIBLE DUCT TAPS TO RIGID DUCTS. DAMPERS TO HAVE LOCKING QUADRANTS WITH HAND LEVERS. %. PROVIDE DOUBLE THICKNESS TURNING VANES AT 'ELBOWS AND EXTRACTOR DAMPERS AT ALL DUCT BRANCHES AND TAKE -OFFS. 8 VENTILATION FAN ` SCHEDULE MARK NO. EF-1 FAN TYPE CENTRIFUGAL DRIVE TYPE DIRECT AIR FLOW (CFM) 50 STATIC PRESSUREON.W.G.) 0.250 FAN SPEED (RPM) 1100 MOTOR HP. 13 W ELECTRIC' SERVICE 120/1/60 DESIGN MFG. PANASONIC MODEL NO. FV-06VQ2 ACCESSORIES 0 r r r r r r r r r r r r r r r r r r r r r r r r . r r , REFRIGERANT LINES. TOP OF PERFORATED CAP. WITH 26/60, 1/2" Cl ^ ,' INSLILATIO . (ARMAFI P-TRAP WITH ' REMOVABLE CAP FOR FLUSHING AHU r' , r PROVIDE 4" CLEARANCE ALOP SIDES BACK AND TOPAH TOPLC J TOTAL WIDTH OF SPACE BEING AT LEASI TOP OF PERFORATED CAP. r r THAN THE AIR HANDLER UVI 1/2" NEOPRENE PADS WATER SENSOR DETECTION DEVICE r r CONNECTED TO THE DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY ' METAL/DRYWALL SUPPORT DRAIN CONNECTION AND WIRED TO r ACCROSS. SHUT OFF AC AND CU TO AVOID , DAMAGE BY C.D. OVERFLOW ' 6" MIN. AIR EXHAUST DUCTWORK .SHALL ,BE OF 28 GA GALVANIZED SHEET METAL FABRICATED IN ACCORDANCE WITH S.M.A.C.N.A. STANDARD FOR LOW 1PROVIDE BACKORAFT DAMPER, SPEED CONTROL SWITCH. VELOCITY DUCT MANUAL ER HEATER AIR EXHAUST DUCT ROOF 'CAP SHALL TERMINATE 8" ABOVE FINISH ROOF CONDENSATE DRAIN SEETPLUA�ING PROTECTED WITH A CORROSION RESISTANT SCREEN. I'I DWGS. FOR DETAIL 10. ROOF EQUIPMENT SHALL BE INSTALLED WITH PREFABRICATED ROOF CURBS AND ANCHORED TO WITHSTAND HURRICANE WIND FORCES. 11{ ROOF CAP. 6° ABOVE FINISH ROOF TILES . PROVIDE CONCRETE PADS FOR CONDENSING UNITS 6„ THICK MIN. ELEVATION WITH A CORROSION TO MEET FLOOD CRITERIA. ANCHOR UNITS TO WITHSTAND FBG HURRICANE RESISTANT SCREEN 2" DRAIN PIPE CRITERIA ROOF JACK FLASHING (SEE ARCHT. DETAILS) AI I R H A� D L C D I I n I I T TO OUTSIDE 12. ALL HVAC SYSTEMS SHALL BE BALANCED TO DELIVER AIR QUANTITIES ROOF FIN. I INDICATED ON DRAWINGS. >ACCEPTABLE TOLERANCE OF PLUS OR MINUS 10%. -J I ROOF FIN. N . T. S . 13. CONDENSATE DRAIN PIPING SHALL BE SCHEDULE 40 PVC DRAINAGE PIPE OF 1-1/4" 0 BELOW GROUND). INSULATE WITH -APPROVED RETARDANT FOAM INSULATION APPROVED FOR PLENUM USE. AT CONTRACTOR'S OPTION USE DWV COPPER .PIPE WITH INSULATION. 14. ALL HVAC SYSTEMS SHALL BE BALANCED` TO DELIVER AIR QUANTITIES INDICATED ON DRAWINGS, ACCEPTABLE TOLERANCE OF PLUS OR MINUS 10%. 28 GA. GALVANIZED OF FLEX CONN. EXH. DUCT UP TO ROOF CAP. 15. AIR DIFFUSERS ARE NOT TO BE INSTALLED WITHIN 3'-D" OF SMOKE DETECTOR AS PER FAA TABLE 1303.4 1 1/2" WIDE 28GA. G.S.M. (SEE MECH. PLANS FOR SIZES.) DUCT SUPPOrRT STRAP. 16. REFRIGERANT SUCTION LINE SHALL BE INSULATED WITH INSULATION HAVING A B.D.D. THERMAL RESISTIVITY OF AT LEAST R-4 AND HAVING AN EXTERNAL I PERMEANCE NOT EXCEEDING 0.05 PERM WHEN TESTED IN ACCORDANCE WITH ASTM E 96. 17. ALL ENVIROMENTAL EXHAUST DUCTS THAT TERMINATE ON THE OUTSIDE WALL CEILING SHALL BE LOCATED 3 FEET AWAY MINIMUM FROM ANY BUILDING OPENING. AS PER FOG M-501.2.1.3 j EXHAUS�rAM (SEE PROVIDE 1 112" FIBERGLASS H.V.A C. SCHEDULE) INSULATION SEALED TO HVAC DESIGN REQUIRES: YES N© DUCT SMOKE DETECTOR FIRE DAMPER(S) SMOKE DAMPER(S) FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR CEILING ASSEMBLY V FIRE STOPPING SMOKE CONTROL BATH EXHAUST FAN DETAIL R-8 MINIMUM ERIMETER OF DIFFUSER j SCALE: N.T.S. DIFFUSER DUCTWORK 1 1/2" WOOD SCREW ANCHOR TO TRUSSES. FIBERGLASS DUCT (R-8) INSULATED FLEX. WITH SPIRAL STEEL REINFORCEMENT. 1 11T' FIBERGLASS WITH POLYETHELENE JACKET CLASS 1 UL 181 SEAL JOINT W/ DUCT SEALER & TAPE i AIR DISTRIBUTION SCHEDLE SYMBOL "CD" 'RG" DESCRIPTION CLG DIFFUSER GRILLE APPLICATION SUPPLY RETURN DESIGN MFG. TITUS ' TITUS MODEL NO. 260-AA 356 FL ACCESORES Q.B.D. --- 1 NOTES ALUMINUM ALUMINUM 1-1/2" 22 GAGE CONTINUOUS FLEXIBLE DUCT CONNE STRAPS(TYP AL )AL N.T.S. i DUCT HANGING 'METHODS OMPLY LWITHPSMACNA STANDARDS { I DUCT SUPPORT DETAIL HVAC LEGEND N.T.S. ?X7 DUCT (SIZE IS CLEAR INSIDE DIMENSION) SECURE CU FROM WITHIN TO CONCRETE SLAB WITH CONDENSING ANCHOR BOLTS WITH A IV SQUARE ELBOW WITH TURNING VANES UNIT 600 LEIS PULL OUT RESISTAS PER DADE COUNTY OR I AIR EXTRACTOR W/ VOLUME DAMPER W.DJ DUCT TRANSITION ` -�-► RETURN AIR GRILLE ..y \ ; ANCHOR AT EACH SIDE WITH 1 1/2" 20 GA ,.• I CEILING DIFFUSER GALV SHEET METAL STRAPS OV ER ER UNIT WITH DRIVEN FASTNERS •' ''"� INTO GONG PAD AND 1/4" GALV THRU BOLTS INTO CU CABINET. MUST BE ABLE TO WITHSTAND FLEXIBLE DUCT WORK 160 MPH HURRICANE WINDS 6" THICK MIN. AS PER FMC 301.13.1 CONCRETE BASE T PROGRAMMABLE THERMOSTAT O CONDENSER UNIT TIE DOWN TO COMPI WITH FMC-2014 SECTION 301.15. INSULATE SUCTION LINE UNIT SHALL BE SECURE AS PER WALL CAP WITH ARMAFLEX OR EQUAL APPROVED MANUFACTURER INSTALLATIO GUIDELINES. i EXHAUST FAN CONDENSING UNIT MOUNT DETAIL. N.T.S. POWER & CONTROL CONNECTIONS ---- SIGHT GLASS �- FILTER DRYER CTI ON 900 . . . . . . 09 .... . 0 . . . . . MECHANICAL FLOOR PLAN z SCALE: +i4' SPLIT AC SYSTEM SCHEDULE DESIGNATION MA�IUF. TON CFM SEER TOTAL CAP. SEN. CAP. REFRIG. CONO. MOD# AHU. MODS COMP. RLA MOTOR FAN 'M T FLA AMPACITY FUSE OR HACR NDIMENSION COND H X L X W T SUCTION LINES LIQUID LINES COND. WT/LBS AH U FAN HP AHDIMENSION U H X W X D AHU WT/LEIS ELECTRIC HEAT(KW) ELECTRIC SERVICE AC-2 RHEEM 1.6 600 16.0 18.0 13.6 R-410A RA1618AJI RH1T2417STAN 0.0 0.7 12 20 27X3OX30 -3/4" 3/8" 140 1/3 425X17.6X22 92 4.8 240-1-60 m Z 0 Z M0 N W W a � a03z Z m CQ o Z :jj IAA I /R 0_U v � m .0 DimZCIO N Di W W� o2 z �- n LL O LU U LC nLLI m LLi Q Q ILA Z m a o iji o J LLLILI w LU a LLIZp O cv r Q �_3 F- U DRAUJN C.T. CHECKED : C.T. DATE : JANUARY 'I6 SCALE : SI-IOUN JOB NO.: 13-011 5PEET m — I El CTRICAL NOTES 1. INSTALLATION SHALL BE IN ACCORDANCE WITH NEC-201 1, FBC 2014 5TH EDITION AND ANY APPLICABLE CODES AND STANDARD. 2. MINIMUMWINERA SIZEWN WITH THE EXCEPTION RE 2 THHA LIGSHALL HTING AND# LE BRANCH CIRCUITS WHICH ARE V14 THHN/THWN. 3. CONDUCTORS #6AWG AND LARGER SHALL BE THWN. 4. ALL CONDUCTORS SHALL BE COPPER. 5. FUSES (WHEN REQUIRED) SHALL BE DUAL ELEMENT, TIME DELAY TYPE. I 6. ALL MATERIALS SHALL BE U.L. LISTED. L 7. WORKMANSHIP SHALL BE TO BEST RESIDENTIAL PRACTICE. 8. ALL LIGHT FIXTURES TO BE SELECTED BY OWNER/ARCHITECT AND INSTALLED BY CONTRACTOR. "VERIFY LOCATION WITH :ARCHITECT. 9. RECESSED LIGHT FIXTURES OVER BATHTUB OR SHOWER SHALL BE COMPLETELY ENCLOSED AND SUITABLE FOR IWET LOCATION - INSTALLATION. 10. ALL LUMINARIES SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND CODE REQUIREMENTS. 11. RISER IS DIAGRAMMATIC ONLY. IT DOES NOT SHOW EVERY BEND REQUIRED FOR: THE INSTALLATION. j 12. THIS DRAWING IS A GUIDE FOR THE INSTALLATION OF ELECTRICAL WORK. THE ELECTRICAL CONTRACTOR ' IS RESPONSIBLE TO PROVIDE A FUNCTIONING SYSTEM. 13. ALL EQUIPMENT (INCLUDING BUT LIMITED TO AC) WIRING BREAKER AND FUSE. SIZES ARE BASED ON EQUIPMENT SPECIFIEDON CONTRACT DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSE SIZES IN ACCORDANCE WITH EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAWINGS, AS WELL 'AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO, -EXTRA COST. 14. CONTRACTOR SHALL` COORDINATE ALL HIS WORK WITH OTHER TRADES IN ORDER TO FURNISH AND INSTALL ALL :CONTROL WIRING AND RACEWAYS, ALL POWER CONTROL' CIRCUITS WIRING AND 1RACEWAYS AS SHOWN ON THE AIR CONDITIONING DRAWINGS OR SPECIFICATIONS. IF AIR ' CONDITIONING DRAWINGS REFER TO MANUFACTURER'S : WIRING DIAGRAMS THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIREMENTS, AND INCLUDE ALL RELATED WORK IN HIS CONTRACT. 15. AS OPTIONAL, PROVIDE A COMPLETE SECURITY SYSTEM PER OWNER'S REQUIREMENTS. 16. ALL WIRING DEVICES SHALL BE DECORATOR ISTYLE COLOR AS . SELECTED BY OWNER / ARCHITECT. 17. PROVIDE ALL FINAL CONNECTIONS TO ALL EQUIPMENT AND APPLIANCES AS REQUIRED BY MANUFACTURER. 18. PROVIDE A COMPLETE TV ;PRE -WIRED SYSTEM. 19. COORDINATE LOCATION OF ALL DISCONNECT SWITCHES WITH OTHER ' TRADES TO ALLOW N.E.C. REQUIREMENTS CLEARANCES. 20. ALL COUNTER RECEPTACLES AND SWITCHES TO BE MOUNDED +6" ABOVE COUNTER (TO BOTTOM OF PLATE). UNLESS OTHERWISE NOTED OR DIRECTED BY OWNER / ARCHITECT 21. APPLIANCES RECEPTACLES TO BE MOUNTED WHERE REQUIRED BY - MANUFACTURER 22. ALL LAVATORY RECEPTACLES TO BE MOUNTED +42" A.F.F. UNLESS OTHERWISE DIRECTED BY OWNER / ARCHITECT. 23. COORDINATE LOCATION OF AIR CONDITIONERI (INDOOR UNIT) DISCONNECT SWITCH WITH A/C CONTRACTOR TO KEEP N.E.C. REQUIRED CLEARANCE 24. RANGE AND DRYER SHALL HAVE NEUTRAL & GROUNDING WIRES PER NEC 250-122 & 250.140. { 25. PROVIDE A COMPLETE PRE -WIRED TELEPHOINE SYSTEM. 26.' DO NOT SCALE' THE ELECTRICAL DRAWINGS. �REFER'TO ARCHITECTURAL PLANS AND ,ELEVATIONS FOR EXACT DIMENSIONS. 27. IT :IS NOT THE INTENT OF THESE PLANS TOE SHOW EVERY DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR COMPLETE ELECTRICAL SYSTEMS. 28. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IT WILL BE HIS RESPONSIBILITY TO SECURE AND PAY FOR ANY PERMITS, CERTICATES OF INSPECTION, ETC., AS REQUIRED. 29. CARBON MONOXIDE DETECTORS WHEN REQUIRED SHALL BE INSTALLED WITHIN 10' OF EACH ROOM USED FOR SLEEPING PURPOSES. SUCH ALARMS SHALL HAVE A BATTERY ` BACKUP. COMBINATION SMOKE AND CARBON "MONOXIDE ALARMS SHALL BE NRTL` LISTED OR LABELED. SEE RULE 9133.0472-CARBON MONOXIDE PROTECTION. 30. NON -LOCKING RECEPTACLES IN DAMP AND ,WET LOCATIONS SHALL BE LISTED WEATHER -RESISTANT IN ADDITION OF THE REQUIRED TYPE OF MCAL LEGEND z 20A, 120V, DUPLEX RECEPTACLE. 20A, 120V, DUPLEX RECEPTACLE HALF SWITCHED. 20A, 120V, SINGLE RECEPTACLE. 20A, 120V, GFI, DUPLEX RECEPTACLE. 20A, 120V, GFI, DUPLEX RECEPTACLE ABOVE COUNTER. 39 240V, NUMBER OF WIRES AND AMPACIIY AS REQUIRED BY APPLIANCE, CONTRACTOR TO VERIFY ON EACH CASE 24OV, 30A DRYER REC (NUMBER OF WIRES TO VERIFY) 20A, 120V, FLOOR MOUNTED DUPLEX RECEPTACLE. LIGHT ; SWITCH. SILENT TYPE. 3 3 WAY LIGHT SWITCH. SILENT TYPE. 4 4 WAY LIGHT SWITCH. SILENT TYPE. �J I CEILING OR WALL MOUNTED JUNCTION BOX. ® "POWER SNAP" POWER PEDESTAL TYPE B. 30AMPS MARINE TWIST LOCK, 20 AMPS GFCI RECEPTACLES WITH BREAKERS EXHAUST FAN. TELEPHONE OUTLET. TV O UTLET. 8 ELECTRICAL PANEL. clELECTRICAL METER I'--] DISCONNECT SWITCH CIRCUIT BREAKER TYPE. DISCONNECT SWITCH SIDE HANDLE TYPE. 0 HI -HAT LIGHT FIXTURE. QWALL MOUNTED LIGHT FIXTURE. SURFACE MOUNT LIGHT FIXTURE. SD 120V, SMOKE DETECTOR WITH BATTERY BACKUP 120V, INTERCONNECTED COMBINATION CARBON MONOXIDE & SMOKE ALARM DETECTOR W/ BATTERY BACKUP. SEE SMOKE DETECTOR CONNECTION DETAIL N NEW ELECTRICAL DEVICE. E EXISTING ELECTRICAL DEVICE TO REMAIN. X INDICATES FIXED GLASS PANEL 0 INDICATES OPERABLE GLASS PANEL 3R WP WEATHER PROOF. WL WET LOCATION -LABEL. DL DAMP LOCATION LABEL. GFI GROUND FAULT INTERRUPTER DEVICE. START/STOP PUSH BOTTOM CONTROL FOR GARAGE DOOR OPENER, CONTRACTOR TO VERIFY MANUFACT. REQUIREMENT, IF THIS FEATURE IS FOR FUTURE USE, LEAVE A JUNCTION BOX WITH BLANK COVER ON EACH CASE. CEILING MOUNTED PADDLE FAN. ELECTRICAL BOX SHALL BE RATED FOR IT, CONTRACTOR TO COMPLY. WITH NEC ARTICLE 314.27 (D) COVER LISTED. NEC 406.8 (A) & (B) I j i r RECESSED LIGHTING • ALL :000f • , FIXTURES SHALL BE • IC -AC RATED •. • • • • f • •, • see* f .... , B_1 NEW PANEL B CU-1 0 DRAWN : C.T. CHECKED : C.T. DATE : JANUARI '16 SCALE : 5WOUIN J05 NO.: 13-01696 SHEET E-1 -1 4" CEILING I z ACCEPTABLE HERE NEVER HERE TOP OF DETECTOR —� ACCEPTABLE HERE SIDE WALL (FOR INSTALLATION NEAR A WALL OR IN CEILING) N TS. NOTES: 1_. DIMENSIONS SHOWN ARE TO THE NEAREST EDGE OF THE DETECTOR. 2_. DETECTORS SHALL NOT BE INSTALLED WITHIN 3 FEET OF A SUPPLY AIR DIFFUSER OR FAN J\ FW 2010 REMARKS: 1- ALL WORK SHALL BE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRICAL CODE, FLORIDA BUILDING CODE 2014 5TH EDITION AND OTHER APPLICABLE CODES AND STANDARDS. 2- LIGHTING FIXTURES MUST INCLUDE AT LEAST A 75% OF HIGH EFFICACY LAMPS. 3- HIGH EFFICACY LAMPS ARE DEFINED AS COMPACT FLUORESCENT LAMPS, T8 OR SMALLER DIAMETER LINEAR FLUORESCENT LAMPS OR OTHER LAMPS WITH EFFICACY OF: • 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS. 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS. 40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS. ' I EXCSMG PANM W LOAD CALCUTATTON {NEC Z"Q) SERVICE LOAD CALCULATION GENERAL LIGHTING AND RECEPTACLES 3 VA/SQ.F Y. 1530 SQ.FT. = 4,59OVA SMALL —APPLIANCE BRANCH CIRCUITS = 31,100VA (® 1500VA EACH), LAUNDRY REC. AND NAMEPLATE RATING FOR ALL APPLIANCES FASTENED IN PLACE AND MOTOR LOADS. PANEL—B = 7,670VA SUB —TOTAL CALCULATED LOAD = 43,360VA FIRST 10KVA 0 100% = 10,000VA REMAINING @ 40% = 13,344VA AHU-1 LOAD (HEATER) ® 100% = 7,200VA AHU-2 LOAD (HEATER) 0 100% = 5,664VA TOTAL CALCULATED LOAD = 36,208VA TOTAL(KVA) /240V = 151 AMPS. ' EXISTING 200 AMPS FPL SERVICE I ••• ••• . • . •••s • . • -•i••- ••••• ••• •••• TYPE: TYPE: ALL —IN —ONE COMBO � �r T A��T ENCLOSURE: SURFACE NEMA 3R VOLTAGE: 120/240, 1 PH., 3W MSTMG Pt]L\JCiL A LOCATION: SEE PLANS MAINS:200A M.C.B Cu BUS/GRD BUS FED FROM: METER AIC RATINGS: 10K A.L.C. SERVING WIRE AND COND SIZE LOAD VA POLE TRIP CIRC: No. PHASE A B CIRC. No. POLE TRIP LOAD VA WIRE AND COND SIZE SERVING NEW PANEL-B #1-1 1 2" 02 1 2 2 12,000 EXIST. EXISTING RANGE -- -- -- 125 3 4 50 EXISTING EWH-1 EXIST. 4,500 2. 5 6 X20 EXIST_ EXISTING LIVING EXISTING DRYER MACHINE EXIST. 5,000 2 7 8 1 20 * * EXIST. EXISTING !DINING -- -- -- 30 EXISTING GEN. RECEPT. ;X20 g 10a 10b 9 * * EXIST. EXISTING LTS REC. 1 * * EXIST. EXISTING BATH GFI EXISTING AHU-1 EXIST. 7,200 2 11 12 2 4,896) EXIST. EXISTING CU-1 -- -- -- 40 13 14 30 -- -- -- EXISTING WASHER MACHINE EXIST. 1,500 1 15a 15b 016* Xl * EXIST. EXISTING .BEDROOM/ SD. G EXISTING REFRIGERATOR EXIST. 1,200 1 0 EXISTING MICROWAVE EXIST. 1,500 1 17a 17b 18a 18b 0 1,500 EXIST. EXISTING SMALL APPLIANCES EXISTING DISPOSAL EXIST. 900 1 1 1,500 EXIST. EXISTING SMALL APPLIANCES EXISTING DISHWASHER EXIST. 1,5001 19a 19b . 2Oa 20b 1 * EXIST. EXISTING BEDROOM EXISTING BATH GFI EXIST. * * 1 1 ' * * EXIST. EXISTING GEN. LTS. * * 3 VA/SF O SEE LOAD CALCULATION (NC) NON CONCURRENT LOAD NOT USED IN CALCULATIONS o AFCI TYPE C/B, APPLICABLE TO ALL OUTLETS AS REQUIRED BY NEC ARTICLE 210.12. CONTRACTOR TO COMPLY. CONTRACTOR TO IDENTIFY AND TAG ALL CIRCUIT BREAKERS i TYPE: TYPE: LOAD ONLY A�7-�+ ENCLOSURE: SURFACE NEMA 3R VOLTAGE: 120/240, 1 PH., 3W PANEL B LOCATION: SEE PLANS MAINS:125A M.L.O Cu BUS/GRD BUS FED FROM: PANEL -A AIC RATINGS: 1OK A.I.C. SERVING WIRE AND COND SIZE LOAD VA POLE TRIP CIRC. No. PHASECIRC. A B No. POLE TRIP LOAD VA WIRE` AND COND SIZE SERVING SPACE -- -- -- 1 2 2 2,328 12-1 2" CU-2 0 SPACE -- -- -- 3 4 X20 -- -- -- AHU-2 #10-1/2" 5,664' 2 5 6 1 * * #12-1/2" BATH GFI 0 30 7 8 1 0 * * # 12-1 /2" BATH GFI BEDROOM. #14-1/2" * * 1 5 A g o 10 1 .5 * * #14-1/2" MASTER BED. OUTDOORS LTS/REC. #12-1 /2" 560 1 11 A 12 1 * * 14-1 2" BATH LTS SPARE -- -- 1 O 13 14 1' 15 * * #14-1/2" HALL ,LTS/REC. SPARE -- -- 1 0 15 ' 16 1 -- -- SPARE SPARE -- -- 1 17 18 1 -- -- SPARE SPARE -- -- 1 19 20 1 15 -- -- SPARE SPARE -- -- 1 21 22 1 -- -- SPARE SPARE -- -- 23 24 2 4,500. #10-1/2" EWH-2 Y30 25 26 30 -- -- -- SPACE -- -- -- 27 28 -- -- ' ° --- SPACE SPACE -- -- -- 29 30 -- -- -- SPACE * * 3 VA/SF o AFCI TYPE C/B, APPLICABLE TO ALL OUTLETS AS REQUIRED BY; NEC ARTICLE 210.12. CONTRACTOR TO COMPLY. (NC) NON CONCURRENT LOAD NOT USED IN CALCULATIONS CONTRACTOR TO IDENTIFY AND TAG ALL CIRCUIT BREAKERS 1 EXISTING 200 AMPS-- 3 FPL SERVICE. EXISTING 200A 120 240V ALL —IN —ONE T METER EQUIPMENT WITH 2O0A MAIN C.�j I EXISTING I NEW M/ PANEMPA PANEL—B GROUNDING BAR FOR LOW VOLTAGE UTILITIES (PROVIDE INTERSYSTEM BONDING TERMINAL) (2) 5/8" 'D1A.x10FT. LONG GALVANIZED GND DRIVEN RODS. MINIMUM-6FT APART HURRIED 8FT MIN. BELOW FINISH GRADE. TO A METAL —1— -J— UNDERGROUND ,COLD WATER PIPE. CAL REM DIAGRAM N.T.S. FEEDER SCHEDULE FEEDER FEEDER SIZE EXISTING (3) # 2/0"THWN IN 2" C 0 EXISTING 1 #4 AWG THW CU IN 1 /2"C 03 NEW (3) #1 AWG THWN CU & 1#6(G) IN 1 1/2"C ■ I ® bi V Z 0 Z Wo W14W 'Al u; � � a � N a U 00 z CO cn W � u w 1 cq 0 V 'va �a ■ fL/ 0 LL LLI U Z LLI pm a fL/ O m LL QLil Q Q � W Lll L Z L V Q CD _c- LLI n cf� OL O —1 �4 DRAUN : G7. CHECKED C.T. DATE = JANUARI '16 SCALE : SWOLLN JOB NO 13-01696 SWEET 4 FLUM51NG FIXTURE 5CHEDULE MARK TRAP SIZE FIXTURE UNITS HOT WATER GOLD WATER FIXTURE RATE UJC 3' 3 - 1/2' 128 LAV 11/2' 1 1/2' 1/2' 1.5 SH 2' 2 1/2' 1/2' 15 1. ANTI -SCALD VALVE. ALL SHOWERS & TUB/SHOWERS COMBINATIONS SHALL BE PROTECTED WITH A CONTROL VALVE OF THE PRESSURE BALANCE, THERMOSTATIC MIXING OR COMBINATION TYPE SET. HANDLE POSITION STOPS PER MANUFACTURERS INSTRUCTIONS AT TIME OF INSTALLATION TO A MAXIMUM MIXED WATER OUTLET TEMPERATURE OF 1200 F. IN -LINE THERMOSTATIC VALVES SHALL NOT BE USED FOR COMPLIANCE WITH THIS SECTION. 2. WATER -HAMMER ARRESTORS. A WATER -HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK -CLOSING VALVES ARE USED. WATER -HAMMER ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' SPECIFICATIONS. WATER -HAMMER ARRESTORS SHALL CONFORM TO ASSE 1010. UNION SHUT-OFF VALVE (TYPJ (TYPJ NW CW NEAT TRAP (TYPJ T T AIR GAP PROVIDE DIELECTRIC FITTINGS II 3/4" P E T RELIEF DRAIN ��IS�I�ptlio. TO TERMINATE AT PAN i IM' I AUXILIARY DRAIN TO III I ELECTRIC WATER NEATER DISCHARGE SAFELY 6' AFG. OUTSIDE BUILDING DRAIN PAN SEF'M CALCULATIONS (EXISTING) HOUSE AIR CONDITIONED AREA 2430 SF WATER HEATER DETAIL 4 BEDROOMS N.T.S. 4 BED. 2430 SF. = 400 GPD TANK SIZE, TABLE 11: 1050 GAL. DRAIN FIELD j 400 GPD 0.60 = 667 SOFT. RESERVE AREA = 334 SOFT. TOTAL AREA = 1001 SOFT. HEAVY - EXISTING 1050 GAL. SEPTIC TANK TO REMAIN. EXTRA DEEP ACCESS FRAME ��:DUTY SECURED GASKETED ABS FLOOR . CLEANOUT PLUG -. SURFACE e ..t e L--- -' ' I ' SLAB CONCRETE ANCHOR FLANGES PIPE SIZE ACCESS COVER WOTH CdEAHOOUT VENT PIPE THREADED COUNTERSUNK CLEANOUT PLUG COVER CLEANOUT IT aim fll SANITARY STACK COUNTERSUNK SCREW NOTE t ALL PIPING T OR LESS @ 1/4n SLOPE PIPE SIZE T AND LARGER @ 10 SLOPE 2 PROVIDE SHOCK ARRESTORS AT ALL WASHING MACHINE, AND DISHWASHERS AND ALL QUICK C LEANOT TEE A ACCESS COVER R CLOSING FIXTURES 3. PROVIDE CLEAN OUTS AT BASE OF CLEAN —OUT DETAILS E T qH' L S ALL PLUMBING STACKS. N.T.S. ( NEW MASTER BEDROOM NEW BATHROOM\ 2",4FU. 3",7FU. K,3F . i i i i 1 CW. SEE SITE PLAN FOR CONTINUATION. i . ... ... . . . ..... . . .... ....... ... ..... . 34"HB. S.O.V. TYP. 1 /2"CW. i PALL NEW BEDROOM 04 �I 7.77.71 CL NEW BATHROOM Cu-2 WIG 3/4MCW & 2",1FU. 1 /2"HW DN. 3/4" CW. - - - - - 3Z4" CW. _ 21 U 3/4" HW. 3/4" HW. /^' M 1" AUX. DRAIN 6" A.F.G. ........... ��-12" MIN. FROM WALL. 3",7FU. 3/4" CW. 0 3",7FU. 3 ,13FU. C.O. GL " H 2" R. 7uclw /7- �'_' 7. �fh'WA= ',ICI'/i CONNECT TO EXISTING VERIFY EXACT LOCATION AT SITE. M A -1 E TIN EW -1 i ✓' Al 1' IS T G " CW E ISTING SAN LINE TO AB E ONEXISTING SEPTIC TANK VFY C LO TI 10 TO REMAIN. S TIN PL BIN SY M T R 0 MAI . TY t AL CU-1 fL PLUMBING FLOOR PLAN SCALE: '/4' = 1'-0' REv151ON5 BY Q Z Z 030 W co wLo a aN cQ Z z 04'� U Q Z -' � °a e°� co �� co W o to 't� z W � �d O o Ua a rl s 0 w U 1cn Z b- c1 cf) � � Q Lu LL n Q � � Q W � o W o Lu W Lu Z � n O +� D Lu IL LU r Uf � O\S) DRAWN : G.T. CHECKED : C.T. DATE : JANUARY '16 SCALE : SWOUJN JOB NO.: 13-01696 SHEET 0*0 . . . . ... ..... . . .. .. . ._ . . • ...., Permit No. Add • g CITY OF SOUTH -Al Arid - SECTION APPROVED DIS VED Y ELATE TE ZONING PLANNING E.R.P. CODE ENF ELECTRICAL L• Cl. t MECHANICAL E Efit'sY I: PLUMBING d (7 STRUCTURAL ROOFING =t BUILDING � OWNER BLD BLDG.OFFICIAL t. Subject to walp€iance wil'i alt I°, ,Ara', State and Ccuvty Lvr. a, tu,ea and tet! ttcns, t+ e ay Se is x _ , - �,: es ik ECC:nzy::t:_PPfaw;,4,. 2 t a, Y - { a 1 -.