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I I I .- - -%, . -�:,� - ." , 1, - I-- - - I I � 11 ., � -- -1- � - - , - - : ,�, I - ,-�,', ,'' - - - - - , - -,.,�-a� - , -''., , � I 1. x �� , I I I -, , 11 . . , -- , - `�, , - I . . . 11 I - -1 i-- � -� ,�� - �,, - I � - . I I .1 � ---- -� I - I - I I I 11 I I I I I 11 - - I I - - � - I I I - I I a It ! I 0 1 1 .1.1 Of ! I U a! I : p 1101 WAN W: I I I will Iq 11 Oki 1: - 3usto RIVE I & Partnei I a I If-11:11::M: 9 ;fA111 Mf ABBREVIATIONS A ABV. A.C. ACOUS. A.C.T. ADMIN. A.DRN ADJ. A.F.F. AFP A.H.U. ALUM. ANOD. ARCH. A.S.B. ASPH. ASST. B BATT. BB. BD. BLDG. BLK. BM. B.O. C CAB. CB. CEM. C.PLAS. C.G. C.HGT. C.J NT. CLR. COLM. COMP. CPT. CT. CLG. CLO. C.O. CLM. CONC. CONT. C.M.U. p DETL DIA. DIR. ON. D.O. DR. DWR. OWG. E EA ELEC. ELEV. EL. E.N.C. E.O.S. EQ. EQUIP. E.W.C. EXH. EXIST. EXT. EXP.JT. FBC (XXXX). F.D. F.F.E. F.F.@E. F.F.P.C. FIXT. - FLASH. FL.D. F.O.F. F.R. G GA. GALV. GEN. GL G.W.B. H H/C. HC. HDWD. HM. HORIZ. HGT. H.P. -- ABOVE LOW -- INSIDE DIAMETER AIR CONDITIONING INSUL -- INSULATION. -- ACOUSTICAL INT. -- INTERIOR ACOUSTICAL CEILING TILE INV. - INVERT — ADMINISTRATION — AREA DRAIN J JT. -- JOINT -- ADJACENT / ADJUSTABLE ABOVE FINISH FLOOR K KIT. -- KITCHEN ACOUSTICAL FINISH PLASTER — AIR HANDLING UNIT L LAV. — LAVATORY -- ALUMINUM L.F. LINEAR FEET -- ANODIZED, L.P. — LOW POINT -- ARCHITECTURAL -- ASBESTOS M MAX. -- MAXIMUM — ASPHALT MECH. — MECHANICAL — ASSISTANT MFR. ---- MANUFACTURER MGR. - MANAGER -- BATT INSULATION MH. - MANHOLE — BACKER BOARD MIN. --- MINIMUM — BOARD MISC. MISCELLANEOUS -- BUILDING M.O. -- MASONRY OPENING — BLOCK / BLOCKING MTL. — METAL — BEAM — BOTTOM OF N N.A. — NOT APPLICABLE N.C. -- NON-COMBUSTIBLE - CABINET N.I.C. - NOT IN CONTRACT - CATCH BASIN NO. / NUM. - NUMBER — CEMENT NOM. NOMINAL CEMENT PLASTER N.T.S. — NOT TO SCALE — CORNER GUARD -- CEILING HEIGHT O.C. --- ON CENTER -- CONTROL JOINT O.D. - OUTSIDE DIAMETER -- CLEAR (FINISH TO FINISH) O.F.I.C. --- OWNER FURNISHED, CONTRACTOR INSTALLED — COLUMN 1 OFF. — OFFICE --- COMPUTER OPNG. ---- OPENING -- CARPET -- CERAMIC TILE P P.L. --- PROPERTY LINE -- CEILING P.LAM. -- PLASTIC LAMINATE - CLOSET PLAS. -- PLASTER -- CLEAN OUT PLUM. - - PLUMBING -- COLUMN ' PLYWD. -- PLYWOOD — CONCRETE P.O.B. --- POINT OF BEGINNING — CONTINUOUS PR. --- PAIR CONCRETE MASONRY UNIT PTD. -- PAINTED -- DETAIL R R. — RISER -- DIAMETER RAD. — RADIUS — DIRECTOR R.D. -- ROOF DRAIN — DOWN REF.. — REFERENCE -- DOOR OPENING REFL. ---- REFLECTED -- DOOR REINF. -- REINFORCED -- DRAWER '', REG. -- REQUIRED -- DRAWING', RM. — ROOM R.O. --- ROUGH OPENING - EACH RT. -- RESILIENT TILE -- ELECTRICAL — ELEVATION s SC. - SOLID CORE — ELEVATOR SCHD. -- SCHEDULE -- EXISTING, NO CHANGE SERV. --- SERVICE -- EDGE OF SLAB SHR. SHOWER -- EQUAL SHT. --- SHEET -- EQUIPMENT Sim. --- SIMILAR — ELECTRIC WATER COOLER SPECS. -- SPECIFICATIONS -- EXHAUST SQ. -- SQUARE — EXISTING SL. -- SLOPE -- EXTERIOR SLD. -- SLIDING -- EXPANSION JOINT SREF. -- STATE REG. FOR EDU. FACILITIES 0999 ED.) S.S. SERVICE SINK -- FLORIDA BUILDING CODE (YEAR); - S.STL. — STAINLESS STEEL FIRE DAMPER STL. STEEL -- FINISH FLOOR ELEVATION STOR. -- STORAGE FIXTURES, FURNITURE, AND EQUIPMENT STRUCT. — STRUCTURAL — FLORIDA FIRE PROTECTION CODE SUSP. — SUSPENDED -- FIXTURE SYM. - SYMMETRICAL -- FLASHING', — FLOOR DRAIN T T. -- TREAD -- FACE OF FINISH TEL. — TELEPHONE --- FIRE RATED TEMP. ---- TEMPERED THK. -- THICKNESS -- GAUGE T.O. --- TOP OF GALVANIZED TYP. - TYPICAL — GENERATOR -- GLASS U UA. --- UNLIMITED -- GYPSUM WALL BOARD AREA U.C. --- UNDER COUNTER U.L. --- UNDERWRITERS LABORATORY -- HANDICAP U.N.O. ---- UNLESS OTHERWISE NOTED — HOLLOW CORE - HARDWOOD V VERT. - VERTICAL -- HOLLOW METAL VEST. -- VESTIBULE HORIZONTAL V.I.F. --- VERIFY IN FIELD -- HEIGHT V.W.C. -- VINYL WALL COVERING -- HIGH POINT VT. -- VINYLTILE W W/ -- WITH W.C. -- WATER CLOSET WD. -- WOOD W/O ---- WITHOUT WP. -- WATERPROOF WT. -- WEIGHT m ► Fausto Rivas Partners • Architects iii• • • G • • • FR&P IFRAP) STUDIO ♦ ♦•�>• i •••L;• • •• 0 ♦ •♦•�• .i 92001i♦♦L/Tfl AVE GENERAL NOTES MIAMI, FL 3310 WWW.FRAP.STUDIO TEL 305 409 0552 CONTRACTOR SHALL COMPLY WITH THE STATE OF FLORIDA BUILDING CODE DRAWING INDEX Dabitigs are subjectim mnffzatm ordramgeaseeMuredbyacmalmeasurements,slandanlindustry li ai and echoes mmift applicable building and the fd�. Those ALL PERMITS, UTILITY AND METER CONNECTION FEES SHALL BE OBTAINED AND PAID FOR BY OWNER. '� �l "�r plans are and shall remain the property of FR&P Studio arnf shall not he sold or reproduced widumrt its pinx C000 COVER PAGE aimwm cm=rL FRU Studio shag be nu fled of any changes required by actual condi ions as aforesaid prior to submission of any please for c�trucGaru. 2017, Fausm Rivas & Farmers trr. ALL WORK, MATERIALS AND EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE NEW AND INSTALLED IN STRICT 1 GE ERAL NOTES ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. G002 SURVEY 1 ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED PROFESSIONAL AND INDUSTRY ORGANIZATIONS. SU.0 STRUCTURAL NOTES S1.0 FOUN A ON & UND FLOOR PLAN REGISTRATION CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND FAMILIARIZING HIMSELF SIA ROOF PLAN PROFESSIONAL OFRECORD: FAusTo E. RIVAs WITH ALL EXISTING CONDITIONS AFFECTING THE WORK, INCLUDING BUT NOT LIMITED TO PRIVATE AND PUBLIC $2.0 ELEVATIONS DISCIPLINE: ARCHITECTURE UTILITIES, ON AND OFF SITE, ACCESS ROADS AND OTHER SUPPORT FACILITIES. REGISTRATION: AR983391 S3.0 TYP. DETAIL &WIND PRESSURES CONTRACTOR TO REMOVE RELOCATE OR RE-ROUTE AS NECESSARY ELECTRICAL TELEPHONE WATER SEWER GAS STRUCTURAL ENGINEER OR ANY OTHER UTILITY LINES ENCOUNTERED AND SHALL COORDINATE THIS WORK WITH ALL LOCAL A102 SITE PLAN & ZONING AS APPROVED BY ERPB YoussEF HACHEM CONSULTING ENGINEERS (IF APPLICABLE) UTILITY COMPANIES. A105 FLOOR PLANcA26553 99 NW 27TH AVE 1 A106 CEILI PLAN MIAMI, FL 33135 CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD A107 ROOF .PLAN, 'SECTIONS AND DETAILS 7Usz07s120 CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENT CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION AREAS, AS WELL AS A201 EXTER R ELEVATIONS MEP ENGINEER SURROUNDING AREAS FREE OF DEBRIS OR HAZARDOUS EQUIPMENT AT ALL TIMES. JAMW ENGINEERING GROUP IR-1 IRRIGATION PLAN CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED 2510 NW 97TH AVENUE SUITE220 LE-1 LANDSCAPE ELEVATION MIAMI, FL 33172 DURING CONSTRUCTION OR CLEAN-UP. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALLBE STRICTLY FOLLOWED. LG-1 GRADING PLAN 305.594.0907 LP-1 LANDSCAPE PLAN LANDSCAPE ARCHITECT LP-2 LANDSCAPE DETAILS DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL SUPERCEDE DRAWING SCALE. MARIANO CORRAL 3001 SW 109 CT ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH M001 HVAC GENERAL NOTES, LEGEND MIAMI, FL 33165 MEMBERS, NOT TO FACE OF FINISH MATERIALS UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE A DIMENSION 305.551.1262 M2M HVAC FLOOR PLAN LA6666671 IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH MATERIALS TO FACE OF FINISH MATERIALS. M301 HVAC GENERAL DETAILS - CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE CO CIVIL ENGINEER COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS FOR CONSTRUCTION. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD E001 ELECTRICAL` GENERAL NOTES, LEGEND VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE E201 ELECTRICAL FLOOR PLAN COMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. REFER TO ; SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. P001 PLUMBING GENERAL NOTES, LEGEND AND DETAILS THE CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE -RATED SEPARATION WITHIN THE BUILDING'S P201 PLUMBING FLOOR PLAN CONTRACTOR CONSTRUCTION ARE REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND COMBINATIONS OF MATERIALS coBo CONSTRUCTION WITHIN FIRE RATED ASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE 240 CRANDON BLVD#240 OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY y KEY BISCAYNE, FL33149 305.431.2032 THAT ANY CHANGE IN MATERIA THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR IT'S SUBCONTRACTORS FROM THOSE MATERIALS DRAWN OR SPECIFIED DOES NOT IN ANYWAY AFFECT OR LESSEN .GOVERNING CODES THE REQUIRED CONSTRUCTION ASSEMBLY. SPECIFIC SEQUENCES OR METHODS OF ACHIEVING FIRE RATED OWNER ASSEMBLIES REQUIRED BY A'U.L. No." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE MIAMI 21 ZONING CODE MIAMI ASSOCIATION OFREALTORS NOTED OR DETAILED. CITY OF SOUTH MIAMI ORDINANCES 700 S. ROYAL POINCIANA BLVD. FLORIDA BUILDING CODE 2017 - 6TH EDITION + SUPPLEMENTS Suite 400 MIAMI, FL 33166 PRESSURE TREATED WOOD SHALL BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY OR IN FMC MECHANICAL CONTACT WITH THE ELEMENTS (EXTERIOR). FGC FUEL GAS FPC PLUMBING REVISIONS CONTRACTOR TO FURNISH AND INSTALL ALL METAL AND WOOD BLOCKING REQUIRED FOR WALL MOUNTED OR 2017 - FLORIDA ENERGY CONSERVATION CODE BRACED FIXTURES, MILLWORK, SHELVES, BATHROOM FIXTURES AND ACCESSORIES OR BY OTHER ITEMS DESCRIBED NATIONAL ELECTRICAL CODE 2014 (NFPA 70) ISSUE DEscRlPnonl ISSUE DATE IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. NFPA CODES AS REFERENCED IN 2017 FBC. ' 17Sa is Review Comm. 1 8/1/2018 IN ADDITION TO WALL TYPES SHOWN ON PLANS THE CONTRACTOR SHALL REFER TO THE ROOM FINISH SCHEDULE, INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION REGARDING FINISHES. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND ELECTRICAL CONTRACTORS THE LOCATION OF ALL ACCESS PANELS SO AS TO ALLOW FOR PROPER EQUIPMENT ACCESSIBILITY, MAINTENANCE AND/OR OPERATION OF THE BUILDING SYSTEMS PRIOR TO THE START OF WORK. THE OMISSIONS OF ANY OR ALL ACCESS PANELS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR DOORS. ACCESS PANELS IN RATED ELEMENTS SHALL HAVE THE SAME FIRE RATING. PROTOTYPE HOME CONTRACTOR TO PROVIDE ACCESS PANELS FOR ALL A/C FIRE DAMPERS WHERE APPLICABLE. 6180 SW 63RD TR CONTRACTOR SHALL PAINT ALL VISIBLE SURFACES OF FACTORY PRIMED OR FACTORY PAINT FINISHED EQUIPMENT, A.C. GRILLS OR REGISTERS, COVERS, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE VERIFY AND COORDINATE COLORS WITH INTERIOR DESIGN AND ARCHITECT. BEFORE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT THE EXACT MOUNTING LOCATION AND HEIGHTS OF ALL SWITCHES, WALL RECEPTACLES, PLUGS, THERMOSTATS AND OTHER WALL MOUNTED FIXTURES.co ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF CAULKING OR FORM A REVEAL TO MATCH COLOR OF ADJACENT SURFACE. COORDINATE COLORS UjKEY PLAN WITH ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL DEBRIS AND CONSTRUCTION MATERIAL FROMCj THE SITE. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPERLY CLEANING ALL AREAS PRIOR TO FINAL ACCEPTANCE BY THE OWNER INCLUDING BUT NOT LIMITED TO WINDOWS, FLOORS, CARPETS, WALLS, DOORS, EQUIPMENT, ETC. UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET BRIM OF AS -BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE SHEET TITLE PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT. GENERAL NOTES SET OF AS -BUILT DRAWINGS AND SPECIFICATIONS., INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUESTAEFER TO PROJECT MANUAL SHEET NO. • • ••••• ••• • RIVER TI ABBREVI N A � S A ABV. ---- ABOVE i.DIA. ---- INSIDE DIAMETER GENERAL NOTES A.C. ---- AIR CONDITIONING INSUL. ---- INSULATION ACOUS. ---- ACOUSTICAL INT. ---- INTERIOR - A.C.T. ---- ACOUSTICAL CEILING TILE INV. ---- INVERT CONTRACTOR SHALL COMPLY WITH THE STATE OF FLORIDA BUILDING CODE DRAWING INDEX ADMIN. ---- ADMINISTRATION A.DRN ---- AREA DRAIN `� JT. ---- JOINT ALL PERMITS, UTILITY AND METER CONNECTION FEES SHALL BE OBTAINED AND PAID FOR BY OWNER. ADJ. ---- ADJACENT / ADJUSTABLE it C000 COVER PAGE A.F.F. ---- ABOVE FINISH FLOOR K KIT. ---- KITCHEN ALL WORK, MATERIALS AND EQUIPMENT UTILIZED IN THIS PROJECT SHALL BE NEW AND INSTALLED IN STRICT G001 GENERAL NOTES AFP ---- ACOUSTICAL FINISH PLASTER ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS AND SPECIFICATIONS. Gt012 SURVEY - - A.H.U. - - AIR HANDLING UNIT L LAV. ---- LAVATORY ALUM. ---- ALUMINUM L.F. ---- LINEAR FEET ALL WORK FOR THIS PROJECT SHALL CONFORM TO STANDARDS PUBLISHED BY RECOGNIZED PROFESSIONAL AND ANOD. ---- ANODIZED L.P. ---- LOW POINT INDUSTRY ORGANIZATIONS. S1A FOUNDATION &GROUND FLOOR PLAN ARCH. ---- ARCHITECTURAL S1.1 ROOF PLAN A.S.B. ---- ASBESTOS M MAX. ---- MAXIMUM CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING THE SITE PRIOR TO BIDDING AND FAMILIARIZING HIMSELF S2.0 ELEVATIONS ASPH. ---- ASPHALT MECH. ---- MECHANICAL WITH ALL EXISTING CONDITIONS AFFECTING THE WORK, INCLUDING BUT NOT LIMITED TO PRIVATE AND PUBLIC ASST. ---- ASS)STANT MFR. ---- MANUFACTURER UTILITIES, ON AND OFF S)TF, ACCESS ROADS AND OTHER SUPPORT FACILITIES. A102 SITE PLAN & ZONING AS APPROVED BY ERPB MGR. ---- MANAGER B BATT. ---- BATT INSULATION MH. ---- MANHOLE CONTRACTOR TO REMOVE RELOCATE OR RE-ROUTE AS NECESSARY ELECTRICAL TELEPHONE WATER SEINER GAS A105 FLOOR PLAN BB. ---- BACKER BOARD MIN. ---- MINIMUM IF APPLICABLE OR ANY OTHER UTILITY LINES ENCOUNTERED AND SHALL COORDINATE THIS WORK WITH ALL LOCAL A106 CEILING PLAN BD. ---- BOARD MISC. ---- MISCELLANEOUS UTILITY COMPANIES. A107 ROOF PLAN, SECTIONS AND DETAILS BLDG. ---- BUILDING M.O. ---- MASONRY OPENING A201 EXTERIOR ELEVATIONS BLK. ---- BLOCK / BLOCKING MTL. ---- METAL CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD BM. -_-- BEAM CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT B.O. BOTTOM OF N N.A. NOT APPLICABLE DOCUMENT CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION AREAS, AS WELL AS IR-1 IRRIGATION PLAN N.C. ---- NON-COMBUSTIBLE SURROUNDING AREAS FREE OF DEBRIS OR HAZARDOUS EQUIPMENT AT ALL TIMES. LE-1 LANDSCAPE ELEVATION! G CAB. ---- CABINET N.I.C. ---- NOT IN CONTRACT LG-1 GRADING PLAN CB. ---- CATCH BASIN NO. / NUM. ---- NUMBER CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED LP-1 LANDSCAPE PLAN CEM. CEMENT NOM. NOMINAL DURING CONSTRUCTION OR CLEAN-UP. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO LIMITS OF THE ,. LP-2 LANDSCAPE 'DETAILS C.PLAS. ---- CEMENT PLASTER N.T.S. ---- NOT TO SCALE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALLBE STRICTLY FOLLOWED. C.G. ---- CORNER GUARD C.HGT. ---- CEILING HEIGHT O.C. ---- ON CENTER DRAWINGS ARE NOT TO BE SCALED.WRITTEN DIMENSIONS SHALL SUPERCEDE DRAWING SCALE. M001 HVAC GENERAL NOTES, LEGEND C.JNT. ---- CONTROL JOINT O.D. ---- OUTSIDE DIAMETER M201 HVAC FLOOR PLAN CLR. ---- CLEAR (FINISH TO FINISH) O.F.I.C. ---- OWNER FURNISHED, CONTRACTOR INSTALLED ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND AREGIVEN TO THE OUTER FACE OF SUCH M301 HVAC GENERAL DETAILS COLM. ---- COLUMN OFF. ---- OFFICE MEMBERS, NOT TO FACE OF FINISH MATERIALS UNLESS OTHERWISE NOTED ON DRAWINGS.. WHERE A DIMENSION COMP. ---- COMPUTER OPNG. ---- OPENING IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH MATERIALS TO FACE OF FINISH MATERIALS. CPT. ---- CARPET E001 ELECTRICAL GENERAL NOTES, LEGEND CT. ---- CERAMIC TILE P P.L. ---- PROPERTY LINE CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR E201 ELECTRICAL FLOOR PLAN CLG. ---- CEILING P.LAM. ---- PLASTIC LAMINATE INSTALLATION OF ALL APPLICABLE ITEMS FOR CONSTRUCTION. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD CLQ. ---- CLOSET PLAS. ---- PLASTER VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE P001 PLUMBING GENERAL NOTES, LEGEND AND DETAILS C.O. ---- CLEAN OUT PLUM. ---- PLUMBING COMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. REFER TO P201 PLUMBING FLOOR PLAN CLM. ---- COLUMN PLYWD. ---- PLYWOOD SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CONC. ---- CONCRETE P.O.B. ---- POINT OF BEGINNING CONT. ---- CONTINUOUS PR. ---- PAIR THE CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE -RATED SEPARATION WITHIN THE BUILDING'S C.M.U. ---- CONCRETE MASONRY UNIT PTD. ---- PAINTED CONSTRUCTION ARE REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND COMBINATIONS OF MATERIALS WITHIN FIRE RATED ASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE DETL. ---- DETAIL R R. ---- RISER OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY DIA. ---- DIAMETER RAD. ---- RADIUS THAT ANY CHANGE IN MATERIA THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR IT'S DIR. ---- DIRECTOR R.D. ---- ROOF DRAIN SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANYWAY AFFECT OR LESSEN DN. ---- DOWN REF. ---- REFERENCE THE REQUIRED CONSTRUCTION ASSEMBLY. SPECIFIC SEQUENCES OR METHODS OF ACHIEVING FIRE RATED D.O. ---- DOOR OPENING REFL. ---- REFLECTED ASSEMBLIES REQUIRED BY A "U.L. No! LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE DR. ---- DOOR REINF. ---- REINFORCED NOTED OR DETAILED. DWR. ---- DRAWER REQ. -- REQUIRED DWG. ---- DRAWING RM. ---- ROOM PRESSURE TREATED WOOD SHALL BE USED WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY OR IN R.O. ---- ROUGH OPENING CONTACT WITH THE ELEMENTS (EXTERIOR). E EA. ---- EACH RT. ---- RESILIENT TILE ELEC. ---- ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ALL METAL AND WOOD BLOCKING REQUIRED FOR WALL MOUNTED OR ELEV. ---- ELEVATION S SC. ---- SOLID CORE BRACED FIXTURES, MILLWORK, SHELVES, BATHROOM FIXTURES AND ACCESSORIES OR BY OTHER ITEMS DESCRIBED EL. ---- ELEVATOR SCHD. ---- SCHEDULE IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. E.N.C. ---- EXISTING, NO CHANGE SERV. ---- SERVICE E.Q.S. ---- EDGE OF SLAB SHR. ---- SHOWER IN ADDITION TO WALLTYPES SHOWN ON PLANS THE CONTRACTOR SHALL REFER TO THE ROOM FINISH SCHEDULE, EQ. ---- EQUAL SHT. ---- SHEET INTERIOR ELEVATIONS AND DETAILS FOR ADDITIONAL INFORMATION REGARDING FINISHES. EQUIP. ---- EQUIPMENT SIM. ---- SIMILAR E.W.C. ---- ELECTRIC WATER COOLER SPECS. ---- SPECIFICATIONS CONTRACTOR SHALL COORDINATE WITH MECHANICALAND ELECTRICAL CONTRACTORS THE LOCATION OF ALL EXH. ---- EXHAUST SQ. ---- SQUARE ACCESS PANELS SO AS TO ALLOW FOR PROPER EQUIPMENT ACCESSIBILITY, MAINTENANCE AND/OR OPERATION OF EXIST. ---- EXISTING SL. ---- SLOPE THE BUILDING SYSTEMS PRIOR TO THE START OF WORK. THE OMISSIONS OF ANY OR ALL ACCESS PANELS DOES EXT. ---- EXTERIOR SLD. ---- SLIDING NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FROM PROVIDING AND INSTALLING SUCH PANELS OR EXP.JT. ---- EXPANSION JOINT SREF. ---- STATE REQ. FOR EDU. FACILITIES (1999 ED.) DOORS. ACCESS PANELS IN RATED ELEMENTS SHALL HAVE THE SAME FIRE RATING. - S.S. ---- SERVICE SINK F FBC (XXXX). ---- FLORIDA BUILDING CODE (YEAR) S.STL. ---- STAINLESS STEEL CONTRACTOR TOPRQVIDEACCESS PANELS FORAL:LAX FIRE DAMPERS WHERE APPLICABLE. F.D. ---- FIRE DAMPER STL. ---- STEEL F.F.E. --- FINISH FLOOR ELEVATION STOR. ---- STORAGE CONTRACTOR SHALL PAINT ALL VISIBLE SURFACES OF FACTORY PRIMED OR FACTORY PAINT FINISHED F.F.@E. ---- FIXTURES, FURNITURE, AND EQUIPMENT STRUCT. ---- STRUCTURAL EQUIPMENT, A.C. GRILLS OR REGISTERS, COVERS, ETC. UNLESS SPECIFICALLY NOTED OTHERWISE VERIFY F.F.P.C. ---- FLORIDA FIRE PROTECTION CODE SUSP. ---- SUSPENDED AND COORDINATE COLORS WITH INTERIOR DESIGN AND ARCHITECT. FIXT. ---- FIXTURE SYM. ---- SYMMETRICAL FLASH. ---- FLASHING BEFORE INSTALLATION, THE CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT THE EXACT MOUNTING FL.D. ---- FLOOR DRAIN T T. ---- TREAD LOCATION AND HEIGHTS OF ALL SWITCHES, WALL RECEPTACLES, PLUGS, THERMOSTATS AND OTHER WALL F.O.F. ---- FACE OF FINISH TEL. ---- TELEPHONE MOUNTED FIXTURES. F.R. ---- FIRE RATED TEMP. ---- TEMPERED lam THK. ---- THICKNESS ALL INTERIOR AND EXTERIOR ,JOINTS BETWEEN DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A READ G GA. ---- GAUGE T.O. ---- TOP OF OF CAULKING OR FORM A REVEAL TO MATCH COLOR OF ADJACENT SURFACE. COORDINATE COLORS Uj GALV. ---- GALVANIZED TYP. ---- TYPICAL WITH ARCHITECT. GEN. ---- GENERATOR GL. ---- GLASS U UA. ---- UNLIMITED CONTRACTOR SHALL BE RESPONSIBLE FOR: REMOVING ALL. DEBRIS AND CONSTRUCTION MATERIAL FROM G.W.B. ---- GYPSUM WALL BOARD AREA U.C. ---- UNDER COUNTER THE SITE. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PROPERLY CLEANING ALL AREAS PRIOR TO ,FINAL U.L. ---- UNDERWRITERS LABORATORY ACCEPTANCE BY THE OWNER INCLUDING BUT NOT LIMITED TO WINDOWS, FLOORS, CARPETS, WALLS, H H/C. ---- HANDICAP U.N.O. ---- UNLESS OTHERWISE NOTED DOORS, EQUIPMENT, ETC. HC. ---- HOLLOW CORE HDWD. ---- HARDWOOD v VERT. ---- VERTICAL UPON COMPLETION OF THIS PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET HM. ---- HOLLOW METAL VEST. ---- VESTIBULE OF AS -BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE HORIZ. ---- HORIZONTAL V.I.F. ---- VERIFY IN FIELD PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE HGT. ---- HEIGHT V.W.C. ---- VINYL WALL COVERING MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT H.P. ---- HIGH POINT VT. ---- VINYL TILE SET OF AS -BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUESTAEFER TO W W/ ---- WITH PROJECT MANUAL W.C. ---- WATER CLOSET WD. -- WOOD W/0 ---- WITHOUT WP. ---- WATERPROOF WT. ---- WEIGHT • • • • • • • • Fausto Rivas % . Partners •M:9000Architects "'0 ' "" ' FR&P (FRAP) STUDIO 9200 NW 27TH AVE MIAMI. FL 33147 WWW.FRAP.STUDIO TEL 305 409 0552 Drawings are subject to modificationos change as required by actual measurements, standard industrf primes is fight of existing structural and otharcondithms, applicable balding codes, and the like. These p1marsaidshelf rsmasltre rgoeefynfFltPePStedioand shall ant besatdorrwoducadwithout ifsPrior wittan consent FR&PStudio shall be notiired of any changes required by actual conditions as aforesaid txau to submission of arty *se for construction. 2017, Fausto Rivas & Partners Inc. REGISTRATION PROFESSIONAL OF RECORD: FAUSTO E. RIVAS DISCIPLINE: ARCHITECTURE REGISTRATION: AR98339 STRUCTURAL ENGINEER YOUSSEF HACHEM CONSULTING ENGINEERS CA 26553 '99 NW 27TH AVE MIAMI, FL 33135 786.287.9120 MEP ENGINEER JALRW ENGINEERING GROUP 2510 NW 97TH AVENUE SUITE 220 MIAMI, F.L 33172 305594.0907 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR COBO CONSTRUCTION 240 CRANDON BLVD #240 KEY BISCAYNE, FL 33149 305,431.2032 OWNER MIAMI ASSOCIATION 4F REALTORS 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, FL. 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEEN' TITLE GENERAL NOTES SHEET N0. G001 w .... • • • • • ..... .. . -, •• ■ U � z z D SW 63RD S N 3 3 � v7 P OJEC TE SW 64THT W >r,4TH 'TE LOCATION MAP SEC. 25-54-40 NOT TO SCALE 0 --i 7a T Lo � 11— 0 T ­40 Q f� j �> SURVEYOR'S NOTES Lt i m. Ira t o T t/ I UJ mLL1 �. - mo o _ - 1— Icn i t� [A C� �x z Y O 1 x O -' ■ 1 m < C> ,= '� o n o ; o "' -°` o E-- I an d �I �, _ - o ,r o I -DATE OF COMPLETION: a s 1 r I z 08-21-2017 35' `` I o v 1 `" z z I II -LEGAL DESCRIPTION AND .PROPERTY ADDRESS: N { j� S Q ?05I ` LOT 1 AND 2 OF BLOCK 1; LESS THE WEST 10 FEET; PINES, ACCORDING TO` p I OVERHEAD UTILIT LINE THE PLRT'THEREOF RECORDED IN PLAT BOOK 13, PAGE 2 OF"THE;FUBLfC 3� FOUND FOUND I IN SOME CASES GRAPHIC REPRESENTATION HAVE BEEN EXAGGERATED TO MORE r F3 _�, RECORDS OF 'MIAMI-DADE COUNTY FLORIDA. IRON PIN _; _ �, , b�koUH CCLEARLY ILLUSTRATE A PARTICULAR AREA WHERE DIMENSIONS SHALL HAVE IRO— s—a<—" -- — PREFERENCE OVER GRAPHIC LOCATION. 25' ADDRESS: VACANT LOT IN THE N.E. CORNER OF S.W. Q ,t 40.00' CONCRETE SIDEWALK N$s-4 � E DTSg both ST. AND S.W. 62nd AVE. South Miami, FL 33143 V-VERTICAL CONTROL: I ' Z' CONC_ CURB 'iE DR. FOLIO #: 09-4025-009-0010�6_ 6 HARELEVATIONS ARE BASED UPON THE NATIONAL GEODETIC VERTICAL. DATUM 1929 AS 4 C3� p „� �� � - R,EEi PERCITY OF'MIAMI-DADE PUBLIC WORKS DEPARTMENT BENCHMARK No.;SC-612 SAID I S.W. 64t� S CERTIFIED TO BENCHMARK HAS AN ELEVATION OF 10.42 FEET (N.G V.D.-29). ASPHALT PAVEMENT —--- MIAMI-DADE COUNTY UNDERGROUND IMPROVEMENTS HAVE NOT BEEN LOCATED EXCEPT AS SPECIFICALLY SHOWN. SUBSURFACE SOIL CONDITIONS WERE NOT DETERMINED, AS THIS FALLS OF SEC. ,25-=�4--40 OUTSIDE THE PURVIEW OF THIS SURVEY: THESE CONDITIONS MAY INCLUDE THE SOUTH LINE. OF .N.E.�'4 - DETERMINATION OF WETLANDS, FILLED -IN AREAS, GEOLOGICAL CONDITIONS OR CENTER OF OF SyC. 25-54--40 III -ACCURACY: I POSSIBLE CONTAMINATION BY HAZARDOUS LIQUID OR SOLID WASTE THAT MAY OCCUR SS BENCHMARK SC-612 - FflI�NI S�OL E __ WITHIN, UPON, ACROSS, ABUTTING OR ADJACENT TO THE SUBJECT PROPERTY. ELEU.=10.4 Z FEET {N'�.v.� �g THIS SURVEY WAS PREDICATED ON THE EXPECTED USE OF LAND, AS CLASSIFIED IN THE �� STANDARDS: OF PRACTICE FOR LEWD SURVEYING IN THE STATE OF FLORIDA," PURSUANT TO VI -SURVEYOR'S CERTIFICATE: I RULE SJ-17 OF THE FLORIDA ADMINISTRATIVE CODE IS "SUBURBAN THE MINIMUM RELATIVE 2s DISTANCE ACCURACY'FOR THIS TYPE OF SURVEY IS 1 FOOT W 7,500 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF CLOSED GEOMETRIC FIGURES WAS I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" AND THE SURVEY MAP RESULTING FOUND TO EXCEED THIS REQUIREMENT„ THEREFROM WAS PERFORMED UNDER MY DIRECTION AND IS TRUE: AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND FURTHER, THAT SAID "BOUNDARY a r IV -SOURCES OF DATA: SURVEY" MEETS THE INTENT OF THE APPLICABLE PROVISIONS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN THE STATE OF FLORIDA", PURSUANT TO RULE 5J-17 is OF THE FLORIDA ADMINISTRATIVE CODE AND ITS IMPLEMENTING LAW, CHAPTER 472.027 °t THIS SURVEY IS BASED UPON RECORDED INFORMATION AS PROVIDED BY CLIENT. NO OF THE FLORIDA STATUTES. 1 SPECIFIC' SEARCH OF THE PUBLIC RECORD HAS BEEN MADE BY 3TCI. �5 ,�111�1(�till,;/ 3TCI, Inc., A FLORIDA CORPORATION % NORTH ARROW DIRECTION IS BASED ON AN ASSUMED `MERIDIAN.�� FLORIDA CERT ICATE OF AUTHORIZATION NUMBER LB7799�0 4312 4 ' € BEARINGS AS SHOWN HEREON ARE BASED UPON THE CENTER LINE OF S.W_ 62nd AVENUE., 35 35 WITH AN ASSUMED BEARING OF N O2°41 #,37>} SAID LINE TO BE CONSIiDERED A WELL BY: --_ _o e°L ------------------------ _ MONUMENTED LINE. ROLAN O R .. S7fi�f� REGISTERED SURVEYOR AND MAPPER LS4312 `f'i� .:�OR1'.' THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE: ENTITIES NAMED STATE OF FLORIDA HEREON ONLY AND THE CERTIFICATIONS HEREON DO -NOT EXTEND 70 ANY UNNAME j U/I f I I I I I \ , PARTIES. NOTICE: NOT VALID WITHOUT THE. SIGNATURE ANC! ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING BOUNDAR.Y SURVEY OF VACANT LOT IN THE N.E. CORNER OF S.W. 64th ST. AND S.W. 62nd AVE. South Miami, FL 3143 DRAFTER: CHECKED: FIELD BOOK: JOB NUMBER: SCALE: SHEET: FES RO 2017-16 17-'1325 ASSHOINN 1 OF 1 • Fausto Rivas & Partners .ON •••• Architects 00000 • • • • • • FR&P IFRAP) STUDIO 9200 NW 27TH AVE MIAMI, FL 33147 WWW.FRAP.STUDIO TEL 305 409 0552 Drawings are subject to modification or change as required by actual measurements, standard industry practices in tight of existing structural and other conditions, applicable building codes, and the like. These plans am and shallramain ffieproperty of.F6&PStudio and shag notbe sold or reproduced without it's prior written consent FR&P Studio shall be notified of any changes required by actual conditions as aforesaid prior to submission of any phase for construction. 2017, Fausto Rivas & Partners Inc. REGISTRATION PROFESSIONAL OF RECORD: FAUSTO E. RIVAS DISCIPLINE: ARCHITECTURE REGISTRATION: AR98339 STRUCTURAL ENGINEER YOUSSEF HACHEM CONSULTING ENGINEERS CA 26553 99 NW 27TH AVE MIAMI, FL 33135 786.287.9120 MEP ENGINEER JALRW ENGINEERING GROUP 2510 NW 97TH AVENUE SUITE 220 MIAMI, FL 33172 305.594.0907 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL 33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR COBO CONSTRUCTION 240 CRAN DON BLVD #240 KEY BISCAYNE, FL33149 305.431.2032 OWNER MIAMI ASSOCIATION OF REALTORS 700 S. ROYAL POINCIANA BLVD, Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE SURVEY SHEET NO. E , G NERAL STRUCTURAL NOTES GENERAL: 1. THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT DESIGN AND EXTENTOF THE WORK K AND ARE PARTLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED FOR ROUGHING -IN MEASUREMENTS, OR TO SERVE AS SHOP DRAWINGS OR PORTIONS THEREOF. 2. ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL!GRADES, LINES, LEVELS, CONDITIONS AND DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE DRAWINGS. THEY SHALL REPORT ANY ERRORS OR INCONSISTENCIES IN THE ABOVE TO THE ARCHITECT/ENGINEER (A/E) BEFORE COMMENCING WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL LAY OUT''THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND BE RESPONSIBLE FOR ALL LINES, ELEVATIONS AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 4. PROTECTION: A. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 33 OF FLORIDA BUILDING CODE 2014 AND ALL LOCAL, STATE AND FEDERAL LAWS.THE A/E AND HIS EMPLOYEES ARE NOT RESPONSIBLE FOR SAFETY PROCEDURES ON THIS PROJECT. THIS IS THE CONTRACTOR'S RESPONSIBILITY. B. PROVIDE ALL SHORING, BRACING AND SHEETING AS REQUIRED FOR THE PROPER EXECUTION OF THE WORK. REMOVE WHEN THE WORK IS COMPLETED. C. PROVIDE AND MAINTAIN GUARD LIGHTS AT ALL BARRICADES, RAILINGS, OBSTRUCTIONS IN THE STREETS, ROADS OR SIDEWALKS AND ALL TRENCHES OR PITS ADJACENT TO PUBLIC WALKS' OR ROADS. D. AT ALL TIMES PROVIDE PROTECTION 'AGAINST WEATHER (RAIN, WIND, STORMS OR HEAT) SO AS TO MAINTAIN ALL WORK, MATERIALS, APPARATUS AND FIXTURES FREE FROM DAMAGE. E. THE CONTRACTOR SHALL PAY' FOR ALL DAMAGE TO ADJACENT STRUCTURES, SIDEWALKS AND TO STREETS OR OTHER PUBLIC PROPERTY OR TO ANY PUBLIC UTILITIES. F. AT THE END OF THE DAYS WORK, COVER ALL WORK LIKELY; TO BE DAMAGED. ANY WORK DAMAGED BY FAILURE TO PROVIDE PROTECTION SHALL BE REMOVED AND REPLACED WITH NEW WORK AT THE CONTRACTOR'S EXPENSE 5. CONTRACTOR AGREES THAT HE WILL HOLD OWNER, A/E AND/ORANY OF THEIR' EMPLOYEES OR AGENTS HARMLESS FROM ANY AND ALL ON PART, OF CONTRACTOR, ANY OF HIS SUBCONTRACTORS AND/OR DAMAGE AND/OR CLAIMS WHICH MAY ARISE .BY REASON OF ANY NEGLIGENCE SUBCONTRACTORS, MATERIALS AND EQUIPMENT SUPPLIERS AND/OR ANY OF THEIR EMPLOYEES OR AGENTS, IN PERFORMANCE OF THIS CONTRACT;AND, IN CASE ANY ACTION IS BROUGHT THEREFORE AGAINST OWNER, -A/E `MD/OR ANY OF THEIR EMPLOYEES OR AGENTS, CONTRACTOR ASSUME FULL RESPONSIBILITY F E C NTRA SHALL E F OR DEFENSE THEREOF AND UPON HIS FAILURE TO DO SO ON PROPER NOTICE, OWNER, A/E AND/OR ANY OF THEIR EMPLOYEES OR AGENTS RESERVE THE ,RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COSTS THEREOF TO CONTRACTOR. 6. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER DOCUMENTS THE CONTRACTOR- SHALL NOTIFY THE A/E IN WRITING OF SUCH OMISSIONS OR ERRORS PRIOR TO PROCEEDING WITH ANY WORK WHICH APPEARS IN QUESTION. IN THE EVENT OF THE CONTRACTOR'S FAILING TO GIVE SUCH NOTICE, HE SHALL BE 'HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 7. THE CONTRACTOR SHALL USE THE STRUCTURAL DRAWINGS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE STEPPED FOOTINGS, DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTING, SLEEVES, DIMENSIONS, ETC. POTENTIAL CONFLICTS SHALL BE COMMUNICATED TO THE A/E BEFORE PROCEEDING WITH THE WORK. 8. SUBMIT SHOP DRAWINGS FOR A/E REVIEW BEFORE STARTING FABRICATION. 9. NO SHOP DRAWINGS SHALL BE SUBMITTED FOR A/E REVIEW UNTIL AFTER THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD, DIMENSIONING AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR AND STAMPED WITH THE CONTRACTORS APPROVAL SEAL A/E ASSUMES NO 'RESPONSIBILITY FOR DIMENSIONS, AQUANTITIES ERRORS OR OMISSIONS AS A RESULT OF CHECKING N D REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS MUST BE MADE GOOD BY CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR REVIEW OF DRAWINGS BY A/E AND EVEN THOUGH WORK IS DONE IN ACCORDANCE WITH SUCH DRAWINGS. 10.' THE REVIEW OF ALL STRUCTURAL SUBMITTALS BY THE STRUCTURAL ENGINEER OF RECORD SHALL. BE TO INSURE THAT HIS INTENT HAS BEEN UNDERSTOOD AND THAT THE SPECIFIED CRITERIA HAVE BEEN USED. A COPY OF ALL STRUCTURAL SUBMITTALS WILL BE RETAINED FOR ` RECORD KEEPING PURPOSES ONLY. 11_ WHERE CRITICAL DIMENSIONS CANNOT BE DETERMINED FROM THE PLANS, :OR WHERE NEW WORK ADJOINS EXISTING CONSTRUCTION, OR WHERE ONE MATERIAL ADJOINS AN IN -PLACE MATERIAL, CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AS REQUIRED TO COMPLETE SHOP DRAWINGS AND INSTALLATION. REPORT ANY DISCREPANCIES BETWEEN FIELD MEASURED DIMENSIONS AND SCALED DRAWING DIMENSIONSTOA/E BEFORE PROCEEDING WITH THE WORK. 12. WHERE A LINE OF STRUCTURE, OPENING' LOCATION, OR DIMENSION IS CRITICAL AND BASED ON THE REQUIREMENTS OF ANOTHER TRADE OR SUBCONTRACTOR, THAT SUBCONTRACTOR SHALL SUBMIT A'SHOP DRAWING WITH THE REQUIRED DIMENSIONAL INFORMATION UPON WHICH THE CONTRACTOR SHALL BASE THE LAYOUT AND CONSTRUCTION. THIS PROCEDURE IS MANDATORY FOR CURTAIN WALL SYSTEMS, ARCHITECTURAL PRECAST SYSTEMS AND ALL MECHANICAL AND ELECTRICAL OPENINGS. 13. GENERAL CONTRACTOR TO PROVIDE AN ALLOWANCE OF, $15,000.00 FOR UNFORESEEN CONDITIONS EARTHWORK: 1. CONTRACTOR SHALL DEWATER SITE AS NECESSARY, SO THAT ALU CONCRETE CAN BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING MATERIAL CONSISTING OF CRUSHED STONE AND/OR MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. , THE BACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION SPACING IN ACCORD WITH GEOTECHNICAL ENGINEER'S RECOMMENDATIONS TO MAINTAIN EXISTING FOOTINGS, UTILITIES AND OTHER IMPROVEMENTS IN A SAFE CONDITION.' STRUCTURAL STEEL: 1. ALL STRUCTURAL STEEL PLATES SHALL CONFORM TO AS.T.M. A-36 HOT DIPPED GALVANIZED. -PLATES SHALL BE TOUCHED AFTER WELDING HAS TAKEN PLACE. -ALL' STRUCTURAL I STEEL WELDING SHALL BE PERFORM WITH A.W.S. D.I.I. - 2. ALL ANCHOR BOLTS SHALL CONFORM TO A.S.T.M. A-307. 3. ALL BOLTS SHALL CONFORM TO A.S.T.M. A-325. 4. ALL PIPE COLUMNS SHALL CONFORM TO 'AS.T.M. A-53, GRADE B (Fy = 46 KSI). 5. PROVIDE ONE SHOP COAT OF RUST INHIBITING PAINT., MIN. 3 ML.' DRY FILM '.THICKNESS). -FABRICATIONS AND ERECTIONS SHALL BE DONE 1N ACCORDANCE WITH THE LATEST A.I.S.C. SPECIFICATIONS. 6. THE DESIGN COMPLIES WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2014 (LATEST EDITION), PROVISIONS OF ASCE 7-10, AND OTHER APPLICABLE CODES & REGULATIONS. 7. CONCRETE DESIGN: ACI 318-11 8. STEEL DESIGN: AISC 9. CONCRETE MASONRY DESIGN: ACI 530-11/ ASCE 5/ TMS 402 10. WOOD DESIGN: AF & PA 2005 NDS 11. STRUCTURAL STEEL SHALL COMPLY WITH 'AISC "SPECIFICATIONS FOR DESIGN, FABRICATION AND <ERECTION FOR STRUCTURAL STEEL BUILDINGS," LATEST EDITION. 12. STRUCTURAL STEEL WIDE FLANGE SHAPES AND PLATES SHALL CONFORM TO ASTM A 572, Fy 50 KSI, EXCEPT OTHER SHAPES WHICH SHALL CONFORM TO ASTM A 36, Fy 36 KSI. 13. STRUCTURAL STEEL TUBES SHALL CONFORM TO ASTM A500,,GRADE B, Fy=46 KSL 14. STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53, TYPE ,S, GRADE B, Fy= 35 KSI. 15. ANCHOR BOLTS SHALL CONFORM TO EITHER ASTM A'307 OR ASTM A 36. 16. FRAMING BOLTS SHALL CONFORM TO ASTM 325, WITH HARDENED WASHERS AND, HEX NUTS. 17. ALL EXTERIOR STEEL SHAPES, PLATES, NUTS, BOLTS, WASHERS SHALL BE HOT -DIPPED GALVANIZED. 18. SPLICING OF STEEL MEMBERS IS NOT ALLOWED, UNLESS SPECIFIED IN STRUCTURAL DRAWINGS OR APPROVED BY ENGINEER OF RECORD. 19. ALL BOLTS, NUTS AND WASHERS SHALL BE NEW, RUST -FREE, CLEAN AND WELL LUBRICATED. 20. BOLT HOLES THROUGH STEEL MEMBERS SHALL BE SHOP -DRILLED, CUT OR PUNCHED. DO NOT USE TORCH OR FLAME TO CUT OR ENLARGE HOLES. 21. ALL STRUCTURAL STEEL TUBE OR PIPE COLUMNS SHALL BE FILLED WITH 3000 PSI. CONCRETE GROUT. PROVIDE 1/4" DIAMETER WEEP HOLES EACH SIDE'',, "3" FROM TOP AND BOTTOM OF COLUMN. 22. DO NOT PAINT PARTS OF STEEL MEMBERS TO BE EMBEDDED IN CONCRETE AND SURFACES TO BE IN CONTACT WITH CONCRETE. 23. FOR FIREPROOFING OF STRUCTURAL STEEL MEMBERS SEE ARCHITECTURAL DRAWINGS. 24. SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL MISCELLANEOUS STRUCTURAL STEEL NOT SHOWN IN STRUCTURAL DRAWINGS. 25. FOR PAINTING OF NON -GALVANIZED STRUCTURAL STEEL SEE STRUCTURAL STEEL' PROJECT SPECIFICATIONS. 26. WELDING SHALL BE DONE WITH E-70 ELECTRODES, UNLESS OTHERWISE NOTED, CONFORMING TO AWS°D1.1. 27. ALL SHOP AND FIELD WELDING SHALT BE IN ACCORDANCE WITH ALAS D1.1 STRUCTURAL WELDING CODE, LATEST EDITION. ALL WELDERS SHALL BE AWS-CERTIFIED. SUBMIT WELDER CERTIFICATES TO ARCHITECT/ENGINEER FOR APPROVAL BEFORE ANY SHOP OR FIELD -WELDING IS . STARTED. WIND DESIGN CRITERIA: IN COMPLIANCE WITH ASCE 7-10 MEAN ROOF HEIGHT = 10' EXPOSURE "D" BASIC WIND SPEED = 175 MPH INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) VELOCITY PRESSURE = 29.59 PSF FOLLOWING UPLIFT PRESSURES BASED ON Atrib = 10 SF ZONE 1 WIND UPLIFT = -48.61 PSF ZONE 2 WIND UPLIFT = -81.56 PSF ZONE 3 WIND UPLIFT =-122.75 PSF FOLLOWING PRESSURES BASED ON At6b = 10 SF ZONE 4 & 5 MAXIMUM POSITIVE COMPONENT & CLADDING PRESSURE _ +44.49 PSF ZONE 4 MAXIMUM NEGATIVE COMPONENT & CLADDING PRESSURE = -48.20 PSF ZONE 5 MAXIMUM NEGATIVE COMPONENT & C = - IADDING PRESSURE 59.32 PSF CONCRETE: 1. CONCRETE DESIGN AND REINFORCEMENT IN ACCORDANCE WITH • BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ( A.C.I. 318-LASTEST EDITION) AND WITH "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (A.C.I. 315-LASTEST EDITION). 2. ALL CONCRETE WORK IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING" (ACI 301). PRODUCTION OF CONCRETE, DELIVERY, PLACING AND CURING TO BE IN ACCORDANCE WITH "HOT WEATHER CONCRETING" (A.C.I. 305R-99). 3. CONCRETE COVER: TO BE AS FOLLOWS: BOTTOM TOP SIDES FOOTING/PILES CAPS 3" 2" 2" BEAMS %11 %. %. COLUMNS ---- ---- 1Yz" SLABS 4" 4" 1„ WALLS ---- ---- 1Y" 4. NO ADMIXTURES PERMITTED WITHOUT THE REVIEW OF ARCHITECT / ENGINEER. 5. FOR ALL CONCRETE TO BE PLACED IN SLABS (INCLUDING SLABS ON 6. GRADE), THE SLUMP SHALL NOT EXCEED 4", NO WAIVERS OF THIS REQUIREMENT SHALL BE CONSIDERED. SLUMP FOR OTHER CONCRETE SHALL NOT EXCEED 5". 7. CONCRETE TO BE REGULAR WEIGHT WITH A DESIGN STRENGTH ACHIEVED AT 28 DAYS AS FOLLOWS: A. COLUMNS & FOOTINGS f'c= 3,000 PSI B. BEAMS f'c= 5,000 PSI (U.O.N.) W/ W/C OF 0.4 MAX 8. TAKE ONE SET OF 5 CYLINDERS FOR EVERY FIFTY CUBIC YARDS OR FRACTION THEREOF FOR EACH CLASS OF CONCRETE POURED EACH DAY. FOLLOW ASTM STANDARDS FOR SAMPLING AND TESTING . TEST ONE CYLINDER AT 3 DAYS AND 7 DAYS AND 3 AT 28 DAYS. IF ONE OF THE TWO 28 DAYS TESTS FALLS BELOW SPECIFIED STRENGTH, TEST THE THIRD CYLINDER AT 56 DAYS. TAKE ONE SLUMP TEST (ASTM C143) FOR EACH SET OF TEST CYLINDERS CAST. 9. NO CONCRETE TEST WILL BE ACCEPTED IF CONCRETE IS TAMPERED WITH IN ANY WAY AFTER SAID TEST IS PERFORMED. REPEAT TEST IF WATER IS ADDED AFTER INITIAL SAMPLING. 10. IF CONCRETE IS PUMPED, SLUMP MAY BE INCREASED TO 6" AT THE TRUCK, PROVIDED THE SLUMP SPECIFIED IN NOTE 4 IS MAINTAINED AT THE DISCHARGE END. USE A MINIMUM 4-INCH PUMP. TAKE CONCRETE SAMPLES FOR SLUMP AT TRUCK AND AT DISCHARGE END AND FOR CYLINDER TESTING AT DISCHARGE END. 11. CONTRACTOR IS RESPONSIBLE FORTA HE ADEQUACY U CY OF FORMS AND SHORING AND FOR SAFE PRACTICE IN THEIR USE AND REMOVAL. CONTRACTOR H S ALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE WITH ACI 347R-LASTEST EDITION SUBMIT SIGNE D &SEALED SHOP DWGS. CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS SHALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE OPENING. PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. FORMWORK TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. 12. SPECIFIED EXPANSION BOLTS SHALL BE OF THE SIZE INDICATED AND OF THE MAXIMUM EMBEDMENT LENGTH INTO THE CONCRETE, LEAD SHIELDS ARE NOT ACCEPTABLE. EXPANSION BOLTS SHALL NOT BE SUBSTITUTED FOR SPECIFIED ANCHOR BOLTS WITHOUT THE ENGINEER'S APPROVAL. WELDING: 1. ALL WELDING SHOULD BE PERFORMED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH BY A.W.S. BY CERTIFIED WELDERS. 2. CONTRACTORS TO USE E-70 SERIES LOW HYDROGEN ELECTRODES. ' ••• •.. ! a "• • • • •. i YCE • • ••• f • • • YOUSSEF HACHEM • • • CONSULTING ENGINEERING CA 26553 HELICAL SCREW PILE SPECIFICATION: ••• •�•• 99NW27THAVE e ' ' • ' • MIAMI, FL. 33125 TEL. (786) 287-9120 1. HELICAL PIERS SHALL BE MANUFACTURED BY THE A.B. CHANCE CO., CENTRALIA, M0. see* • • 6 • • e e • • • •' s • • ! • 2. PIERS SHALL BE INSTALLED BY AN AUTHORIZED A.B. CHANCE INSTALLING CONTRACTOR WHO HAS SATISFIED THE FAX (305) 969-9453 CERTIFICATION REQUIREMENTS RELATING TO THE TECHNICAL ASPECTS OF THE PRODUCT AND THE ASCRIBED . INSTALLATION TECHNIQUES. PROOF OF CURRENT CERTIFICATION BY THE A.B. CHANCE CO. MUST BE PROVIDED. www.yhengineenng.com 3. ALL WORK AS DESCRIBED HEREIN SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE SAFETY CODES IN EFFECT AT THE TIME OF INSTALLATION 4. HELICAL PIERS AS SPECIFIED SWILL CONFORM TO EITHER THE SBCI-STANDARD BUILDING CODE, BOCA NATIONAL _- 5 c CODE OR ICBO-UNIFORM BUILDING CODE. AN OFFICIAL EVALUATION REPORT WITH ASSIGNED NUMBER SHALL BE -- � E N FF PRESENTED UPON REQUEST T0 THE OWNER AND/OR THEIR REPRESENTATIVE. SBCC19504B, B CA RR94 27,- � ICBO-ER-5110. 5. THE HELICAL LEAD SECTIONS AND EXTENSION SECTIONS SHALL BE SOLID STEEL, ROUND CORNERED SQUARE * s No.43302 SHAFT, OR ROUND STEEL PIPE SHAFT, OR COMPOSITE STEEL AND GROUT SHAFT CONFIGURED WITH ONE OR * = o MORE HELICAL BEARING PLATES WELDED TO THE SHAFT. ..o '_; STATE OF s= o 6. ALL PIERS MUST BE CORROSION PROTECTED BY HOT DIP GALVANIZATION. ?J as •' 7. INSTALLATION UNITS SHALL CONSIST OF A ROTARY TYPE TORQUE MOTOR WITH FORWARD AND REVERSE O '� /� pmQ. �C/ rs 0 �` OR z w CAPABILITIES. THESE UNITS ARE TYPICALLY POWERED. y~"'•••��•••'" • s ` 8. INSTALLATION UNITS SHALL BE CAPABLE OF DEVELOPING THE MINIMUM TORQUE AS REQ D. S 9. INSTALLATION UNITS SLAW.. BE CAPABLE OF POSITIONING THE HELICAL PIER AT THE PROPER INSTALLATION 06 ANGLE. THIS ANGLE MAY VARY BETWEEN VERTICAL AND 5 DEGREES DEPENDING UPON APPLICATION AND TYPE OF YOUSSEF HACHEM, Ph.D, P.E. LOAD TRANSFER DEVICE SPECIFIED OR REQUIRED. Lu 12 No. 43302 0 0 a� 10. INSTALLATION TORQUE SHALL BE MONITORED THROUGHOUT THE INSTALLATION PROCESS. w 0 11. HELICAL PIERS SHALL BE INSTALLED TO THE MINIMUM TORQUE VALUE REQUIRED TO PROVIDE THE LOAD ' Z CAPACITIES SHOWN ON THE PLANS. 0 a:12. THE APPROPRIATE STEEL NEW CONSTRUCTION LOAD TRANSFER DEVICE SHALL BE USED. o may" 13. APPROPRIATE HELICAL PIER SELECTION WILL CONSIDER DESIGN LOAD PLUS SAFETY FACTOR, SOIL PARAMETERS w o AND THE INSTALLATION TORQUE VS. CAPACITY EQUATION AS PER THE MANUFACTURERS RECOMMENDATIONS. Z LL Zm 14. DESIGN OF HELICAL SCREW PILES AND ANCHORS SHALL BE PERFORMED BY AN ENTITY AS REQUIRED IN Z ACCORDANCE WITH EXISTING LOCAL CODE REQUIREMENTS OR ESTABLISHED LOCAL PRACTICES. THIS DESIGN WORK <0 MAY BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER, A CERTIFIED A.B. CHANCE DEALER, OR DESIGNER w DEPENDING ON LOCAL REQUIREMENTS OR PRACTICES. tuQ wr m� �Z 00 W0 SOIL STATEMENT: _ zlr 1. THE FOUNDATION SYSTEM CONSIST OF PADS BEARING ON UNDISTURBED LIMEROCK. ALLOWABLE SOIL BEARING oa Z Ln PRESSURE USED OF THE DESIGN OF FOOTINGS IS 2000 PSF. AT THE TIME OF CONSTRUCTION THE oZ PROFESSIONAL SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER ATTESTING THAT THE SITE HAS BEEN w z - OBSERVED AND THE FOUNDATION CONDITIONS ARE SIMILAR TO THOSE UPON WHICH THE DESIGN 1S BASED o PER z w Z F.B.C. 'u5 w 2. THE EXISTING FOUNDATION SYSTEM CONSISTS OF SPREAD FOOTING CONTINUOUS. W 3. DEEP FOUNDATION SYSTEMS ARE NEEDED TO SUPPORT THE PROPOSED STRUCTURES AND SLABS WITHOUT <N DETRIMENTAL SETTLEMENT. w 4. THE NEW FOUNDATION SYSTEM CONSIST OF 3" DIAMETER HELICAL PILES TRANSFERRING BUILDING LOADS TO �w LIMESTONE LAYER. 5. COMPRESSION CAPACITY TO BE 10 TONS.ui 6. TENSION CAPACITY TO BE 5 TONS. REQUIRED CONCRETE GROUT STRENGTH TO BE 5 000 PSI. 0' LL EQ o W 0 00 SUPERIMPOSED LOADS ROOF DEAD 30 PSF LIVE 30 PSF FLOOR DEAD 25 PSF LIVE 1 50 PSF w fA 0Z � 0 rc0 a w i K w I 5 0 Z -Z jr O wo w F Z VERTICAL ZONE 1: +16.29 PSF_40.05 PSF VERTICAL ZONE 2: +16.29 PSF -67.20 PSF WIND LOADS VERTICAL +16.29 PSF ZONE 3: _101.15 PSF LATERAL ZONE 4: +36.66 PSF _39.71 PSF LATERAL ZONE 5: +36.66 PSF-48.88 PSF z wU a to z6 00 oz w 00 aa LL i o wz � o6 00 IL IL cc w WW TT. IL IL a _ 2Lu w z DATE REVISION DWG. TITLE GENERAL NOTES SCALE AS SHOWN BY KA CHK'D YHH PROJECT NO. H171920 DATE 1221/2017 SHEET NUMBER S - 0.0 3" HELICAL PILE T=5 TON C=10 TON 8X104' THICK x6" LONG STEEL ANGLE 3" HELICAL PILE T=5 TON C=10 TON 8X10x2'" THICK .x6" LONG STEEL ANGLE 15-8" 9" 7'-1", 7'-1" 8XI04" THICK x6 LONG STEEL ANGLE 3"x3'"Xj" STEEL COL.' 3" HELICAL PILE T=5 TON C=10 TON HSS HSS ♦ — __ P 1 — I , PROPOSED. 18"X 18"W' CONCRETE , BEARING PAD ON GRADE (TYP) w/ 3#5 EACH WAY BOTT. PROPOSED: 36"X36"X6" CONCRETE RGAIRI n PAT) rw rpAnF (NP1 8X104" THICK x6" U STEEL ANGLE )NG 3" HELICAL PILE T=5 TON 8X104" THICK x C=10 TON STEEL ANGLE .PROPOSED: 18"X18"X6" CONCRETE BEARING PAD ON GRADE (TYP) w/ 3#5 EACH WAY BOTT. 3" HELICAL PILE T=5 TON F C=10 TON 8X I O " THICK 8X10xj" THICK x6" LONG ST STEEL ANGLE PROPOSE): 18"X18"X6" CONCRETE BEARING PAD ON GRADE (TYP) I w/ 3#5 EACH WAY BOTT. a ` 3" HELICAL PILE I . � T=5 TON C=10 TON 8X10xj" THICK x6" LONG 8X10xj" THICK STEEL ANGLE STEEL ANGLE E 1'-3'° 8X10xi" THICK x6" LONG 3'-5" 6'-7" STEEL ANGLE 8X10xj" THICK 7" 6" LONG HSS HSS STEEL ANGLE H1S H S h H5I A SS — COL. 0 "Xi" STEEL -I 1 I I I I y, I i i - I HSS 0 ,. I 04 s HSS HSS 7 Ln HSS � I 1 00 I l: ss '" L G SX1E ANGLE i ST E l N I HSS ` T r------- HSS HSS TSS I ( I 3"x3"3(" STEEL L _ — J COL. — — — — — %O I I I. N HSS -CN i O I f II I r ------ —� i I I I _ - 3%3"X," STEEL COL. HSS HSS HSS HSS y AV— x6" LONG 5'-0 Ale 2"-3" 8'-6" 8X10xi" THICK x6" LONG BX10xll" THICK STEEL ANGLE STEEL ANGLE 15'-8" K6'" LONG Ixj" THICK x6" LONG L ANGLE x6" LONG K6'" LONG Ixj" THICK x6" LONG L ANGLE x6" LONG • • • • • • • • • • ••• • • • • • • • • • • • • • • ••••• ••• ••• • • • •••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • ••• • 0 .... . ..... . ... . .... . :ITY OF SOL", 4 IAM— BUILIDIN KEPT. 8rRUCTUAAL SECTIQH s LEGEND -- DENOTES A UNDERGROUND HELICAL PILE --- - -- - — DENOTES A NEW STEEL REINFORCING HSS 1 DENOTES A NEW HSS 3x3x1/4" STEEL COL. MIAMI, FL. 33125 TEL, (786) 287-9120 FAX (305) 969-9453 www.yhengineedng.com No.4330Lu 2 ww Lu -U Si STATE OFF o ,t,..,.�.,...a.,�.� YOUSSEF HACHEM, Ph.D, P.E. E 8 No. 43302 a w2 o� $W w Z 2 Wm O a zzQ O z s �z w LLJ Ew z°_ O aZ �4 z za N C w c � � _� U O =O W go pF o� a- i l000—w wz r=- z W. z OCz 1z Z dl d 0 UZ U) ILU 0= Pa w= LL m (A0vtl� W Z0 w 2 mz I< �a g� ¢za a Lu W 2 F o� 0 ua N Z Lu of W I �m �a U DATE REVISION DWG, TITLE FOUNDATION & GROUND FLOOR PLAN SCALE AS SHOWN BY CHK'D KA YHH PROJECT NO. H171920 DATE 03/26/2018 SHEET NUMBER S-1.0 g 9 BONE 0 o 0 0, 0 MC , 4`19"o: q YOUSSEF HACHEM: CONSULTING ENGINEERING o o CA 26553 g ,2 99 NW 27TH AVE, gj*s*0':q- '000 0,;"oo*, MIAMI, FL.33125 TEL (786) 287-9120 FAX, (305) 969-9453 www.yhendineering.com - E N ti•lz 7, z 0. 02 • ... .. 0:-�, . ... . . .. .. 15'-8" ... ... ..... 1.... ...• .... 0 ,1 HSS SS I DS IIII II IIII IIII II I IIII IIII II IIII flfl I � 'Illl fl III III III II f 1S — .� � � i �. HSS PO I11I II II IIII II >S I IIII IIJ`I II IIII III III III IN III I! I I- II III HSS HSS 10"X4"Xj" � I 15 I _I HSS 1 _ "cv HSS 1 1 I I ire cn � IIII III ' j U'LDlN° epr. °�A� �fi tUCT UPW SSC,,O,, IIII IT HSS 1 8'-6" '-1 Q" NORTH ROOF PLAN 1 /2"=1'-0» LEGEND DENOTES A NEW STEEL REINFORCING, HSS DEMOTES A NEW HSS 3x3xi/4" STEEL COL. ENDING AT THIS LEVEL 1 DIMENSIONS SHOWN SHALL BE FIELD -VERIFIED: ANY DISCREPANCIES SHALL :BE NOTED AND THE ENGINEER OF RECORD -NOTIFIED BEFORE CONTINUING WITH THE WORK. YOUSSEF HACHEM CONSULTING ENGINEERING CA 26553 N0.43302 a w 0 STATE OFORD F c� cv z "+' sf a •...... 12 j� j e ar YOUSSEEHACHEM, Ph.D, P.E. W No. 43302 a ei< a� "' w m zw w Z m� o� 28 Lu aw it Oa ZN 0Z w� rW z W �z Z D Va �w w r� ui0a or a uj WN Z au IL w3 w z U 0 uj �'`� Z `V Z N Z �a z� w� z a- Fy O � y 4 O N Uz W �0 LL 0 fq � �pO O D LL 0 T �a i o z 'L w� W D Z �W 0 L) Vi LL8 N� of r3 _ �_w N _< Lu a Dw o� 0 Z �a o� L~ of uj t ul a� ul wu a uU U W DATE REVISION DWG. TITLE ROOF PLAN SCALE AS SHOWN BY CHK'D KA YHH PROJECT NO. �i 171920 DATE _ 03/26/2018 SHEET NUMBER S-1.1 -j I I I A I 111 %.7 %J I %J 1 11 1 %a 111 CA 26553 • 99 NW 27TH AVE FL '3 MIAMI 3125' TEL. 287 9 12'0 786� FAX (305) 969-9453 PIP-. NEE 00 _I PROPOSED: 18X18X6" CONCRETE - BEARING PAD ON GRADE (TYP) w/ 3#� EACH WAY BOTT. 8X10 HICK x6 LONG STEELI ANGLE PROPOSED: 18X18X6" CONCRE BEARIG PAD ON GRADE (TYP) w/ 3 5 EACH WAY BOTT. 8X10 "THICK x6" LONG ---,,\ STEE11 ANGLE WINDOW ZONE 4 WINDOW ZONE 4 PRESS: 44.49 PSF PRESS: +44.49 PSF -48.20 PSF -48.20 PSF 3j16>, TYP 3/16" TYP 29'-11" 7'-3" 2'-3" 8'-9" 5-3" C-5" FOR q0A I I HSS 3x3xY„ 4 [ , I I I j I I j ( I I I STEEL BEAM I iI I � I! ! ' { I I 'III f I I" I( f HSS 3x3xYn STEEL BEAM I I I} A CH _0F LA S I i jj I� 1 i NOA I I I -' I I I I I I I I_ t I o o �1 >, TYP I J w� I I —� Bill J I, it �I~� HSS3x3xY1STEEL BEAM I M I I I �, �I I I I � Mli�, I �i I II II I ► I � I i TY I , N j I I i HSS 3x3 I I I STEEL BEAM =fI ;L I III, I I C I TP � I, II I I �iI l II TYP I I I I I I II I -. _ n /AIM \ f / / •'�.\ \�-����\o. \t \� \� \� \� \� \t \� \� \�• \� \� \��\�/ \\� \\f ��� \ram\��\ �� \�/ \`. WEST ELEVATION 1 /2"=1'-0" WINDOW ZONE 4 WINDOW ZONE 4 PRESS: +44.49 PSF PRESS: + 4.49 PSF -48.20 PSF -48.20 PSF TYP TYP 3/1 �" 3/16" 29'-11" 12'-6" 2'-3" 1'-5" S-5" 10'-3" I I � I I r> I I i I HSS 3x3xY STEEL BEAM I I. I I I I I I I j SEE R{ H I PLANS FOR ;NCA I III I I I' III I I,�I II �f�l I f I I I III I �� SEE R' H PLANS I IFOR Q l++ f _j � J !, I I I I I ( I o f a o I I ( I I I w w 1 I I )( I I I w ``' w U I U j I I i t I I x I X X HSS 3X' cnI cn {v) I ( I I II I I ( 1 ! I I STEEL BEAM 6,. 111I i II I MEIN EAST ELEVATION 1 /2"=1'-0" WIM Roof 9 -10 'I /21, Top Steel Beam 8'-0 PROPOSED: 18X18X6 CONCRETE Finish Floor BEARING PAD ON GRADE ( w/ 3#5 EACH WAY OTT. Grade 7 SEE ARCH PLANS \ \ \ � \, r�\\\\\./\\\\`\\\\f�\\\\ FOR NOA PROPOSED: 18X18X6" CONCRETE BEARING PAD ON GRADE (TYP) w/ 3#5 EACH WAY BOTT. 8X10xj"THICK x6" LONG STEEL ANGLE _Roof 9' -10 1 /2" Top &eel Beam 8'-0" Finish Floor 0, - 9„ ... go. YIN E :.. .:. YOUSSEF HACHEM CONSULTING ENGINEERING CA 26553 .... ..... •s• •..• .... 99 NW 27TH AVE • MIAMI, FL. 33125 .000 . ••••• . •.• • •••• • TEL. (786).287-9120 FAX (305) 969-9453 www.yhengineedng.com No.43302�W 4 } = z WINDOW ZONE 4 (2)1004- STEEL BEAM WELDED WINDOW ZONE 4 STATE OF � .•' o 0 PRESS: +44.49 PSF TO CASTING A TO EXISTING 44. S �', �•< ••• ORID�,--'' �� 9 -48.20 PSF FORMED COLUMN -48.20 PSF 3/ 16'> TYP +��1�V�C`s /a....... �� z 16'-O" YOUSSEF CHEM, Ph.D, P.E. G 8 No. 43302 6'-9"Irl'-2'0 3'-5'> 4r_0,> 5 Roof o — — — - — 9'-101/2„ of o �LL z 8 Top Steel Beam (2), EW'HSS 3x xY STEEL OL. WELD D TO STEEL \BEAMS a \ J LL1 LLJ — {fi r / ) cn ro V OR =8 SE ARCHPLAN 3 Lu 0 F( R NOA N Z V IW PROPOSED: 18X18X6 CONCRETE r; BEARING PAD ON GRADE (TYP)� cn w 3 5 EACH WAY BOTT. o 9 U z W12 I 6 0'-g„ 8 a uj _ Grade of -oil ti7/\//\/\/ \'/\//\f/\'/\'�'\`� \/''�t/ \'/'\'/ \/'\'f' \f \ ' `�\''/`�'//\''\'� ' / \ \'/\ / r / z \\f\\//\�'\\// \''/\'�'�`//\�/\\/\'/\/f \'%'`�'j''✓�`�// `� \l�'`� / jf/\fir'\//\1 / �,�'� �. r\!\//\/'\//\// Gi; V Z `\\fir j\" .",�\\f\\%\\ \\ `\ �\ \'ti\.�� ti� \/\/ � /• COMPRE 0 --"T0/'TON ' �o 08 88 NORTH ELEVATION 1 /2"= 1 1-0 1 r O U u W 'CITY ®F'SOUI'14 MIA�1 ~ �z UILDING D EPT S1'RUCrU (� RAL sscrtoN. `v LL W 0 � 0 !OW ZONE 4 _ a . 3S: +44.49 PSF () CASTING A TO **,.. + , Z8 2 1Ox4 :.STEEL BEAM WELDED TO -48.20 PSF TYP 3/ 16" EXISTING FORMED COLUMNz 16'-0rr 5'-1" 2'-3" 8" 8'-G"g 0 Roof to — — 9' -10 1 /2" Z li ® 0 1 o NW i W I HSS 3x3xY r, 4 � I •� I STEEL BEAM I _ _Top Steel Beam � Q TYI 8T Lu 8 Y SEE ARCH PI 3 1 FbRNAZ J 22 \ as / " W Ll- �� (2 E HS a�� a: 33 82 LO EnI S TC EEL S FEE OL L in D EL M E coin _ TY PROPOSED: 18X18X6" CONCRETE _ PROPOSED: 18X18X6" CONCRETE Finish Floor BEARING PAD ON GRADE (TYP) o HSS 3x3xY" j BEARING PAD ON GRADE (TYP) 911 0' w/ 3#5 EACH WAY BOTT, STEELBEAM I w/ 3#5 EACH WAY BOTT. - 8XIOx "THICK x6" LONG 8X10x ' HICK x6' LONG STEEL ANGLE STEEL .ANGLE Grade !�/�/i\/�/�/�/�!� ii� i>,i� � �l�F\PL�A��r. f. /�,li`/�l�i+>r.r, i .. f. `.r.�.l�/...c\.1',�,c'r✓.�U!�.d'�11�_.r�l��.li�./i. �. f,` '�. �.:/i\!�\/'�:.1, �l�fi�../i\,�'r� K141-1 �6/ /4 SOUTH ELEVATION 1 /2"=1'-0" Lj DATE REVISION DWG. TITLE ELEVATIONS SCALE AS SHOWN BY CHK'D KA YHH PROJECT NO. , ' H171920 DATE 03/26/2018 SHEET NUMBER S-2.0 - ---. _ y .. NA _ 1 4 . 4 Y H HEM Ph.D P.E. r OUS AC W W RS-4 REQUIRED D(ISTING / PROVIDED NET AREA (SOL FT) 6,000 S.F 3,200 SF* FRONTAGE 60', 40' MIN. YARD SETBACK (FT) FRONT (FT) 25' 25- REAR (FT) 25' 25' SIDE (INTERIOR) (FT) 5' 5' SIDE (STREET) (FT) 15, 15, MAX. BLDG HEIGHT (FT) 25' 10, MAX BLDG COVERAGE(%) 11ST FLOOR 30 % - 960 SF 15 % - 480 SF MAX IMPERVIOUS COVERAGE (%) 45% -1440 SF DRIVEWAY(% & SO 12 % - 390 SF DECK(% & SO 6% - 200 SF AC PAD (% & SF) >1 % - 3 SF TOTAL(%&SF) 340/6 - I IJ73 SF (i. P.- gy, -'.'Y g! -No 'Poor 1 WSW TREE ON ADJACENT LOT Ai X f n U? p PROJECT LOCATIO LU r�gr v xg -1, ' A Elk t- I'M C111-4 g g'; RNMIN, m -�,e g�.- R'S g mwona co < g'x R Al AM -13 01 4k, tkR�k� ADJACENT LOT g C/) X, R-A ell gwmz �i, , N 12� 0"S 2:3 co cn LN E; op g 1 5' MOIR, I r1i v xy Xv 1, rN low, ETBACK1 w IS x-, gg Nmm- -o ggm Vp, "T gW IT"M, ; �, m -1110-1 n� gg EE mg gqrfz#g, �J� vo N' 4-10 hw- 1-M MV, i I - C" Lo m U NOR & ...... 5- w I - � - w w X N ­vIN" "AMN,., 6m�,, Xw, NJ 12 n 77W,71 ::;, q-n� jwl� v Pg AC PM 4 V EMS V I N 7 Ai, -A, g R , 4 --- -0 -z U111 wm N P. -!r K, S g < 1ff20%1&10aVa%ff ME A &I N LOT LINE a 00 0 0 REGISTRATION PROFESSIONAL OF RECORD: FAUSTO E. RIVAS DISCIPLINE: ARCHITECTURE REGISTRATION: AR90339 STRUCMRAL ENGINEER YOUSSEF HACHEM CONSULTING ENGINEERS CA 26553 99 NW 27TH AVE MIAMI, FL 33135 786.297.9120 MEP ENGINEER JALRW ENGINEERING GROUP 2510 NW 97TH AVENUE SUITE 220 MIAMI, FL 33172 305.594.0907 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 MIAMI, FL 33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR COBO CONSTRUCTION KEY BISCAYNE, FL 33149 305.431.2032 OWNER MIAMI ASSOCIATION OF REALTORS 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, FIL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE F7FIToMia Review Comm. 1 8/11/20181 PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEETTITLE SITE PLAN & ZONING AS APPROVED BY ERPB SHEET NO. A102 ZONING CODE ANALYSIS SINGLE FAMILY RS-4 SOUTH MIAMIZONING SECTION 20-3.5E RS-4 REQUIRED EXISTING / PROVIDED NET AREA (SQ. !FT) 6,000 S.F 3,200 SF* WNTAGE MIN. YARD SETBACK (FT) FRONT (FT) 25` 25` REAR (FT} 25` 25' SIDE (INTERIOR) (FT) 5' 5' SIDE (STREET) (FT) 15` 15, MAX. BLDG HEIGHT (FT) 25' 10, MAX BLDG COVERAGE (°lo) 1ST FLOOR 30 % - 960 SF 15 % - 480 SF MAX IMPERVIOUS COVERAGE (%) 45% -1440 SF DRIVEWAY(% & SF) 12 %-390 SF DECK (% & SF) 6% - 200 SF AC PAD (%&SF) >1%-3SF TOTAL (% & SF) 3411/. -1073 SF AAA ■rA'■' ■ 0%0%AT■0%R9 i i z I WSTING CURB & GMER IO 1 ,W 12 1 I� 1 Iq r 1 1 CS ••' ` 1 III i •• j 1 , 1 , N 't7VER}IFADiII 1 i EXISI7NG POWER � I=; / 1 ], I , 1 , •t ' t. .I VISRILITYTRIANGLEATBVTERSnC! t• 1 1 --------------- vi W e j ; 1 i ! SITE PLAN Fausto Rivas '& Partners :90*6 Architects •00 • •000 FR&P (FRAP) STUDIO 9200 NW 27TH AVE MIAMI, I-33147 WWW.FRAP.STUDIO TEL 305 409 0552 Drawings are subject to modification or change as required by actual measurements, standard industry practices in right of existing structural and other conditions, applicable building codes, and the like. These plans are and shall remain ffieprapeity otFW Stadia and shall not be sold or reproduced withoutit's prior -written consent FRU Studio shall be notified of any changes required by actual conditions as aforesaid prior to submission of any phase forconsttuction. 2017, FaustD Rivas 81 Partners Inc. REGISTRATION PROFESSIONAL OF RECORD: FAUSTO E. RIVAS DISCIPLINE: ARCHITECTURE REGISTRATION: AR98339 STRUCTURAL ENGINEER YOUSSEFHACHEM CONSULTING ENGINEERS CA 26553 99 NW 27TH AVE MIAMI, FL 33135 786.287.9120 MEP ENGINEER JALRW ENGINEERING GROUP 2510 NW 97TH AVENUE SUITE 220 MIAMI, FL 33172 305594.0907 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT M IAMI, FL 33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR COBO CONSTRUCTION 240 CRANDON BLVD#240 KEY BISCAYN E, FL 33149 305.431.2032 OWNER MIAMI ASSOCIATION t)F REAU13BS 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE SITE PLAN &ZONING AS APPROVED BY ERPB SHEET N0. A102 ` v Fausto Rivas • •. & Partners • 0 *90 0 . Architects - . .... • FR&P (FRAP) STUDIO 9200 NW 27TH AVE MIAMI" FL 33147 WWW.FRAP.STUDIO TEL 305 409 0552 Oravdrtgs we siA*t to mo&fiwdm or donge as required by acuial measurements. standard "nndushp practices in lii�lrtt of ads ft sWMml and d o camdidon�s, applicable building codes. and the like. These A20 plans are and shall remain the of HIM Sudio and shall not be sold or d PmPerN reproduced without ifs prior written consent FRO Sudio shall be notified of any changes required by actual conditions as aforesaid 3 prior to submission of any phase for construction. 2917. Fausto Rivas & Parmers Inc. OVERALL 6'-2" 4'-0" do REGISTRATION PROFESSIONAL OF RECORD: FAUSTO E. RIVAS r , - - --- - — - DISCIPLINE: ARCHITECTURE i -- -- r - LO REGISTRATION:AR98339 F. — CALIBAMB00 RECYCLED DECK MATERIALYOUSSEF �, STRUCTURAL ENGINEER HACHEM CONSULTING ENGINEERS 4 CA26553 P— 99 NW 27TH AVE -- _ -- MIAMI, FL 33135 Iff k i 1 -----� A g D E C 786297.9120 -- --- -- MEP ENGINEER -,-- — —� --y' ----- WINDOW LEGEND JALRW ENGINEERING GROUP l r I 2510 NW 97TH AVENUE SURE 220 MIAMI, FL 33172 ICI` WINDOW SCHEDULE 305.594.0907 D RO MARIANO CORRAL 3001 SW 109 CT (06 - tl LYING Roots ! Mark TYPE WIDTH HEIGHT COMMENTS MIAMI, R33165 i T - ,--,- �� � 1 11 PI� I - -- y l%„ '' .` 305.551.1262 A 7-9 X B-6 7-10". 8'-7- NOA 17-0201.03 B 2 x 4 2'-1' 4'-1 " NOA 17-1102.13 C 2 x 6 8 2'-1'. 6'-9' NOA 17-1102.13 D 3-2 X 1 X-2- V-1" Transom See Door NOA E 5 x 2 5'-1' 2'-1- NOA 17-1102.12 F 3-2 X 1 3'-2" V-1" Transom See Door NOA Mark Type Rough -Width Rough Height Comments 1 Aluminum Frame w/ Glass Panel - Ext T-2" 7'-1 n NOA 17-0926.16 2 <: Aluminum Frame w/ Glass Panel - Ext T-2" 7'-1" NOA 17-0926.16 3 Flush Hollow Core 21-6" 6'-8" Interior 4 Flush Hollow Core 2'-6" 6'-8" Interior 5 Sliding Pocket Door T-B" 6'-8" Interior NOTE: ALL GLAZING IN DOOR &WINDOWS LA6666671 U-VALUE :.30 %SHGC: 0,25 OR LESS CIVIL ENGINEER 7 • F Eo !< LIVING ROOM L KITCHEN V) < FRIDGE < < STACKWID C) :A:2]01> a co LLJ CC cc >- U-1 zm C'4 CN < CD < < LU <II DINING < CD B TH --- - -------- i II II 1 C) I II II I II II 0 I II II LJLLJ BEDROOM c --'---CEDAR LOURVER W/ METAL BRAID MESH AND MAYPOP VINE 14\ 3/8"= V-10" F-- ........ . ....... .... ... ZI? qtr CM W J2A201] C4 C):> A B WINDOW LEGEND WINDOW SCHEDULE C ars E D RO Mark TYPE WIDTH HEIGHT COMMENTS COMMENTS A 7-9X8 6 IT10' 8'7' NOA 17-0201.03 B 2x4 2'4' 4'-l' NOA 17-1192.13 C 2.x68 NOA 17-1102.13 D 3-2X 1 3'2' Transom See Door NOA I E 15x2 NOA 17-1102.12 I F 13-2 X 1 Transom See Door NOA DOOR LEGEND DOOR SCHEDULE Mark Type Rough Width Rough Height Comments I Aluminum Frame wl Glass Panel - Ext T-2" T-V NOA 17-0926.16 2 Aluminum Frame w/ Glass Panel - Ext T-2' 71-111 NOA 17-0926.16 3 Flush Hallow Core 2'-6ff 61-8n Interior 4 Flush Hollow Core 2'-6" 6'-8H Interior 5 Sliding Pocket Door 121-13H 6'-8m Interior a see* 0 0 0 Fausto Rivas & Partners •••- Architects FR&P (FRAP) STUDIO 9200 NW 27TH AVE MIAMI, FL 33147 WM.FRAP.STUDIO TEL 305 409 0552 Drawings are subject to modiificafitm, or change as "ired by actual measurements, standard industry plans am and Tai thapirnparly oli Studio and sholl nor ba sold or reproduced vAftut jes prior written consent. FR8.P Studio shelf be notified of changes required by actual conditions as aforesaid Prior tosubmissrar of any phase iortonswctian.usto flivas &Partners REGISTRATION PROFESSIONAL. OF RECORD: FAUSTO E. WAS DISCIPLINE: ARCHITECTURE REGISTRATION: AR98339 STRUCTURAL ENGINEER YOUSSEFHACHEM CONSULTING ENGINEERS CA 26553 99 NW 27TH AVE MIAMI, FL 33135 786.287.9120 MEP ENGINEER JALRW ENGINEERING GROUP 2510 NW 97TH AVENUE SUITE 220 MIAMI, FL 33172 305.594.0907 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR COBO CONSTRUCTION 240 CRANDON BLVD #240 KEY BISCAYNE, FL33149 305.431.2032 OWNER MIAMI ASSOZIAMON 13F'REA4IORS 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE FLOOR PLAN SHEET NO. 1 40, A105 •. Fausto Rivas, pas Iwill ME.: 0 Partners .0 ;000-•.. Architects • .... ° . ... .... FR&P (FRAP) STUDIO 9200 NW 27TH AVE MIAMI, FL 33147 WWWFRAP.STUDIO TEL 305 409 0552 flrawingsam subject m modifica%wn or change as required by actual measuremems,standard industry praedces in light of existibg structural and ottwrcond)tions; applicable building codes, and the like. These plans are and shall remain the property of FR&P Studiir and shall not be sold or reproduced without it's prior ;wr ztan tansem FR&P Studio shag be notified of any changes required try acmal condidons as aforesaid to subnvsslon of arry phase forcons"ction. 2017. Fausta Rivas &Parmors �. CEILING PLAN LEGEND OPEN TO STRUCTURE PENDANT/PUCK LIGHT REGISTRATION PROFESSIONAL OF',RECORD : FAUSTO'IE. RIVAS -, DISCIPLINE: ARCHITECTURE GYPSUM CEILING WALL MOUNTED LIGHT -- REGISTRATIDN:AR9B339 STRUCTURAL ENGINEER YOUSSEF HACHEM CONSULTING ENGINEERS ACOUSTICAL CEILING TRACK LIGHTING (SEE ELEC) CA26553 99 NW 27TH AVE MIAMI, FL 33135 WALL MOUNTED CEILING HEIGHT ,) SUPPLY (SEE HVAC) 786.2819120 FLOODLIGHT _ , _ MpLEp�Ppy'ENNGINEER WALL MOUNTED .._ = z FLOOD LIGHT VAN r , . = SPECIALTY I G 1NEERtNG GROUP .. _ - - v t vE , �- CIAL LING RETURN (SEE HVACj � � �� _k : . 2510 NW 97TH AVENUE SUITE 220 s MIAMI, FL 331';72. NATO 50 so,",`r F a 4' X 8' SIP PANEL MINI SPLIT AC 305.5941907 1. LANDSCAPE ARCHITECT nip MARIANO CORRAL itto_ F -Pinit.� ,` ^-;. _ 30D1 SW 109 CT _ MIAMI, FL 33165 oozy. "FAA _ 305 551 12 2 £ LA6666671� Nq 7 CIVIL ENGINEER 111'-nR­ . -, ".0, W. UCKLiGL{T ..- CEILING PLAN NOTES } _ 7A GENERAL �• WALL MOUNTED ' ;�A * 1. ALL CEILINGS TO BE PAINTED GYPSUM BOARD U.O.N >_ CONTRACTOR s COBO CONSTRUCTION 240 CRANDON BLVD #240 - KEY BISCAYNE, FL 33149 - -:, F; 305.431.2032 t OWNER { _ _ : ;' - MIAMI ASSOCIATION OF RFALTD'I1J illy W, - _ VD, -t€b-PUCK'LIaHT , 700 S. ROYAL POINCIANA'BL Suite 400 MIAMI, FL 33166 Lao .:A�1`UGF1T REVISIONS ISSUE DESCRIPTION ISSUE DATE -An m = coast k+CL r`LI.LsFi .U.17 rd i } a ) - _ 0. _ - F"0000. PROTOTYPE HOME 0)s r) - °owls 6180 SV1► 63RD TR 8' 7 L€D PUCK Ltt{T F > �1V1T , WALL MOUNTED_ ` , CAA FLOOD LIGHT 0 WALL MOUNTED FLOOD LIGHT KEY PLAN I t f REFLECTIVE CEILING PLAN SHEET TITLE 3�8•=.�r-o• CEILING PLAN I • • SHEET NO. • • • •s•• • • r ••• ••• I - - -van A106 0 • a 0 • a I • • ELASTOMERIC COATED ROOF POLYISO INSULATION BOARD - R30 • • PAINTED STEEL EXTERIOR : BATT INSULATION R-13 y ROOF NOTES PAINTED GYPSUM WALL FIN. .r; ;, Ij �, DOOR &TRANSOM GLAZING SHGC 0.25 TYP. :., I w j r : GENERAL - WINDOW GLAZING SHGC 0.25 TYP. . I I r 1. STEEL ROOF TO BE COATED W/ ELOASTOMETRIC COATING N.O.A-17-1020.01 WINDOW GLAZING SHGC 0.25 , VINYL WOOD PLANK ON h ! PLYWD. SUB FLOOR _ �_�, - POLYISO INSULATION BOARD - R13 \FOUNDATION BEARING PAD _ 2 TRANSVERSE SECTION 3/88 ELASTOMERIC COATED ROOF POLYISO INSULATION BOARD - R30 PAINTED STEEL EXTERIOR A BATT INSULATION R-13 ;: - s '' PAINTED GYPSUM CEILING PAINTED GYPSUM WALL FIN DOOR & TRANSON t i GLAZING SHGC 0.25 TYP. , 3 WINDOW GLAZING SHGC 0.25 TYP. WINDOW GLAZING SHGC 025 TYP. ---------- —VINYL WOOD PLANK ON PLYWD. SUB FLOOR , ' 1 � - , < <,.,r,,,.......�., POLYISO INSULATION ? ,4 \\-\-\--FOUNDATION BOARD - R13 BEARING PAD 3 LONGITUDINAL SECTION _ 3/8•-1'-EEi' I REGISTRATION PROFESSIONAL OF RECORD: FAUSTO E. RIVAS DISCIPLINE: ARCHITECTURE REGISTRATION: AR98339 STRUCTURAL ENGINEER YOUSSEF HACHEM CONSULTING ENGINEERS CA 26553 - 99 NW 27TH AVE MIAMI, FL 33135 786.287.9120 MEP ENGINEER JALRW ENGINEERING GROUP 2510 NW 97TH AVENUE SUITE 220 MIAMI, FL 33172 305.594.0907 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL 33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR COBO CONSTRUCTION 240 CRANDON BLVD 1240 KEY BISCAYNE, FL 33149 305.431.2032 OWNER MIAMI ASSOCIATION OF REALTORS 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, R 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE 1 SoMiaReview Comm. 8/1/2018 PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE ROOF PLAN, SECTIONS AND DETAILS SHEET N0. A107 - • • IIII LITTLE RIVER0 •• �Boxc ROOF PLAN NOTES j GENERAL 1. STEEL ROOF TO BE COATED W/ ELOASTOMETRIC COATING N.O.A —1 7-102001 ELASTOMERIC COATED ROOF POLYISO INSULATION BOARD - R30 PAINTED STEEL EXTERIOR BATT INSULATION R-13 PAINED GYPSUM WALL FIN. i Ij ! �a : ; DOOR & TRANSOM ! - - I f F I t1 GLAZING SHGC 0.25 TYP. ` WINDOWGLAZING i SHGC 0.25 TYP. E# r l t WINDOW GLAZING j SHGC 025 VINYL WOOD PLANK ON € . j! PLYWD. SUB FLOOR l t POLYISO INSULATION -- - - -- - : — — - -- - - - �: BOARD -R13 FOUNDATION BEARING PAD 2 TRANSVERSE SECTION 1 i ELASTOMERIC COATED ROOF POLYISO INSULATION BOARD - R30 � PAINTED STEEL EXTERIOR BATT INSULATION R-13 PAINTED GYPSUM CEILING PAINTED GYPSUM WALL FIN. _ DOOR &TRANSOM GLAZING SHGC 05 TYP. WINDOW GLAZING i WINDOW GLAZING SHGC 0.25 TYP. SHGC 0.25 TYP. VINYL WOOD PLANK ON LI l` PLYWD. SUB FLOOR ._, ., :., � , . w� t. :. # � POLYISO INSULATION a i.� , .., . : I . ,. , .. , . , � (--_- BOARD - R1 3 r FOUNDATION BEARING PAD 3 LONGITUDINAL SECTION 3/8a =1'—oil Uj ROOF PLAN 3/8" _ T-0® C2 Fausto Rivas !•• • • & Partners ••.. Architects i . • • w • • • • • • • • FR&P (FRAP) STUDIO 9200 NW 27TH AVE MIAMI, FL33147 WWW.FRAP.STUDIO TEL 305 409 0552 Drawings are subject: to modiiicatiortor change as required by actual measurements, standard industry practices in, fight of aidstfng sinietixal and oOW Conditions, applicable building codes, and the like. These plans are and shelf Amain ibepmpanyofRWSAj&and shall adbesold orr urBdwltlroutirslwwr written consent. FR&P Studio, shall be nofrfied of any changes required by actual conditions as aforesaid prior to submission of any phase to conmedon. 2017, Fausto Rivas & Partners lnc. REGISTRATION PROFESSIONAL OF RECORD: FAUSTO E. RI'VAS DISCIPLINE: ARCHITECTURE REGISTRATION: AR98339 STRUCTURAL ENGINEER YOUSSEF HACHEM CONSULTING ENGINEERS CA 26553 99 NW 27TH AVE MIAMI, FL 33135 786.287.9120 MEP ENGINEER JALRW ENGINEERING GROUP 2510 NW 97TH AVENUE SUITE 220 MIAMI, FL 33172 305.594,0907 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR COBO CONSTRUCTION 240 CRANDON BLVD #240 KEY BISCAYNE, FL 33149 305.431.2032 OWNER MIAMI ASSOCIATION 13 IRU LTORS 700 S. ROYAL POINCIANA BLVD, Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RO TR KEY PLAN SHEET TITLE ROOF PLAN, SECTIONS AND DETAILS SHEET NO. STEEL WEST ELEVATION 1 ,+ra= n � e_hn /L U PAINTED EAST ELEVATION 1/2" =1'-Qe TRANSON WHITE FRAME DARK TINTED GLASS NORTH ELEVATION 1 /2" = V-0° VERTICAL WOOD TRELLIS WOOD W( METAL WOOD W1 MTL. WHITE FRAME nrnv rrbfIrrn FINISH FLOOR see �. a ROOF _ PAINTED i CORRUGATED STEEL FINISH FLOy'OR ,. . 01-6n _ GRADE _ ROOF 9'-68 ITED GATED :EL FINISH FLOOR 01-61, GRAD PAINTED CORRUGATED STEEL ROOF 9'-6a CAI FINISH FLOOR GRADE GRADE - ot -011 , ! 1 d C I } t 0 SOUTH ELEVATION Cj _ 1 /2" V-0„ Drawings are subject to modification or change as required by actual measurements, standard industry practices: in right of existing structural and other conditions, applicable building codes;.and the hike. These plans arsand shall remain theprgoerty of FFx&RSmd nand staafl bailie sold orrepmduced without h sprior written consent. FRU Studioshall be notified of any changes required by actual conditions as aforesaid prim to submission of arty phase for construction. 2017, Fausto Rivas & Partners Inc, REGISTRATION PROFESSIONAL OF RECORD: FAUSTO E. RIVAS DISCIPLINE: ARCHITECTURE REGISTRATION: AR'98339 STRUCTURAL ENGINEER YOUSSEFHACH'EM CONSULTING ENGINEERS CA 26553 99 NW 27TH AVE MIAMI, FL 33135 786.287.9120 MEP ENGINEER JALRW ENGINEERING GROUP. 2510 NW 97TH AVENUE SUITE 220 MIAMI, FL 33172 305594.0907 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW109 CT MIAMI, FL33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR LOBO CONSTRUCTION 240 CRANDON BLVD #240 KEY BISCAYNE, FL 33149 305.431.2032 OWNER MIAMI ASSIBCIAT113N OF'REALTORS 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE EXTERIOR ELEVATIONS SHEET N0. A201 CONTROLLER 3- STATION IRRIGATION PLAN SCALE: 1/4"=V-011 RAIlNBIRD 1800 SERIES SPRAY HEADS IktU1N ►JZIN►JVlS, MAIN SUPPLY, LATERAL AND CABLE OR WIRING CONTROL WIRES TYP�CAL TRENCHNG NOT TO SCALE R R 1 G A T 1 a N N Q T E S 1.) SOME PIPE LINES ARE DRAWN OFF SET FOR CLARITY. INSTALL ALL IRRIGATION LINES IN LANDSCAPED ,AREAS. 2.) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREE ROOT BALLS AND TO INSTALL HEADS AT APPROPRIATE LOCATIONS. 3.) ADJUST ALL NOZZLES TO REDUCE OVERTHROW ON PAVING & WALLS. THROTTLE ALL IRRIGATION CONTROL VALVES AS REQUIRED TO PREVENT FOGGING. SET CONTROLLER RUN TIMES TO MATCH PLANT WATER NEEDS AND SOIL CONDITIONS. 4.) INSTALL RISERS 18" FROM WALLS OR BUILDINGS, AND 24" FROM PAVED SURFACES. PAINT ALL RISERS AND SUPPORTS FLAT BLACK. 5.) INSTALL POP—UP HEADS 18" FROM WALLS OR BUILDINGS, AND 6" FROM PAVED SURFACES. 6.) SET TOP OF POP—UP HEAD CAPS 1" ABOVE FINISHED GRADE PRIOR TO SOD OR MULCH INSTALLATION. 7.) REFER TO UTILITY PLANS PRIOR TO TRENCHING. THE IRRIGATION INSTALLER SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO UTILITIES CAUSED BY THEIR WORK DURING THE PROJECT. 8.) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 9.) ELECTRIC POWER SUPPLY FOR THE IRRIGATION CONTROLLER SHALL BE BROUGHT TO A JUNCTION BOX AT THE CONTROLLER LOCATION BY THE SITE MEP CONTRACTOR. 10.) IRRIGATION WATER CONNECTIONS AND SYSTEM CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL CODES FOR IRRIGATION INSTALLATION AND CONNECTIONS TO THE WATER SUPPLY. 11.) IRRIGATION INSTALLER TO ACQUIRE ALL PERMITS AND UTILIZE ALL SAFETY PRECAUTIONS REQUIRED TO WORK IN ROW OF ROADWAY, 1.2.) FORTY FIVE (45) PSI MINIMUM STATIC WATER PRESSURE IS REQUIRED FOR THE EFFICIENT OPERATION OF THE IRRIGATION SYSTEM AS DESIGNED, VERIFY THE MINIMUM STATIC WATER PRESSURE AND WATER VOLUME IS AVAILABLE AT THE PROJECT SITE PR10R TO BEGINNING THE iRRiGATION INSTALLATION. NOTIFY THE LANDSCAPE ARCHITECT IF THE MINIMUM STATIC WATER PRESSURE OR WATER VOLUME IS N'OT AVAILABLE. 13) THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR PROVIDING A 100% OPERABLE IRRIGATION SY'STENI. HE/'SHE HAVE THE PERMfSSION TO MAKE ANY OR ALL NECESSARY ADJUSTMENTS TO MAKE SYSTEM OPERABLE AND WITH 100% IRRIGATION COVERAGE. . . . .. .. . . . • • • • • • ••••• • • • • ••• • • • SYMBOL MAN UPACTURER/MODELJDE5CRIPTION QTY • • • • 0 p 9 Rain 5ird 18OG 5 Series MPR 10 Q T H F Turf Spray 12" popup. Ram 51rd 18OG 8 Series MPR 2 Q T H F Turf 5pray 12" popup. 4 0 Rain 5ird 180G 10 Series MPR 17 Q T H F Turf Spray 12" popup. is Rain 5ird 18OG 15 5erie5 MPR 0 Turf Spray 12" popup. ® Rain Bird 1400- 5U55LER P-3' RADIUS 3 Flood 5ubbl'er on fixed riser, with a PA-50 adapter. 5YM50L MAN UFACTURER/MODEUDESCRIPTION QTY Rain 51rd PED 2 Electric Remote Control Valve irrigation Lateral Line: PVC Schedule 40 GG5 Lf. — — — — Irrigation Mainline: PVC Schedule 40 40 i.f. — — — — — — — — — Pipe Sleeve: PVC Schedule 40 0 I.f. Typical pipe sleeve for trneation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleevmg material. Extend sleeves 18 inches beyond edges of paving or construction. THE A50VE CHART 15 A COURTE5Y- CONTRACTOR TO RE -CHECK QUANTITIE5, AND 15 ALLOWED TO MAKE THE NFCE55ARY CHANGE5 TO MAKE SURE 5Y5TEM 15 OPERABLE. THAT INCLU'DE5 LATERAL LINE5, AND NUMBER OF HEAD5. ALWAY5 MAINTAINING THE 100% IRRGATION COVERAGE. .L- 1 V V LV J.JiJi.J3J111�. AJ i�Jl\iLJ1✓ WALL MOUNTED BACKFLOW Know what's below. Gall before you dig. IT'S THE LAW! Landscape Architect Landscape Architecture Golf Course Design Land Planning Urban Design Member of the American Society of Landscape Architects ASSOCIATION WITH CHI CHI RODRIGUEZ GOLF COURSE DESIGN ITI Cd a 0 U Tausto Rivas` & Patthers architect AS SHOWN PROJECT NUMBER 58-120517-R DATE: 12-05-17 REVISIONS: SEAL: CSC�q,o� a flee°°° o co° LA 6666671 STATE LTC.# LA 6666671 SHEET NUMBER: IR-1 OF: 3001 SW 109 Court Miami, Florida 33'L65 Off : (305) 531-1262 Fax: (305) 229.4146 EMAIL: m danocorral@comcastnet EXISTING TREE IN NEIGHBO a at . R Ri4��Fl=L � V Y j 't � r:'a�J�`f ��3,'��„``�?'ti�,,.,��� �����`•_., \� I 1► _ ♦ :3 �/ I+- ,l taw I �. . -ice r, �. �1�� � ��;r�`L (� 1.� 1'�-��itfI, �a..:1'"i.'�1�1 �7 p 1 >t •> � � ��� �. �r��� `� t In „ w� � s-�T''r-;M1-a� J�;f�'•:^ �,�;^r � rZ:�y',i�^-�~�"-�L�Y'•'?�3 �i �. .tom r' -�� �-. , R, \t ��' ` ZZZ mv .., r ..i'-►�?. aka �,r.: 1'`'�„': � : � ��"� i��` 1;. i \7 1�j / � �� ,� � '"- AW �.��.Aj•+` ► a Ir�� .I \��.I ` l I I/I� ems" .,5'��.. � if��i'��•S+' `v^ `` 'f '7f'-'. �,�`` � ��_� .T� f i.<z.. +-.ri3'� � '\� � � - -�� r � �� :VP V, }''r,r� �, ti ♦ u � ��'t4a\ `'��OI• `• u •�-S•l•`�r• �t�: _r. �:r ^'y.-��r :`i(1� � ��� "'*J� /` �C ��I`� � � +� if��'/ i" i /� � - `1 ++I /�//�f �, � �, . Y �r ��.a <4 �r �� _ .�_ � �cf`;."�` � _ ..�,��.1Y z+.f �iX.r �.�Y �l%�/�%/ % ,•�� m •'�1�''i i. ti •` A�' I S ���d - u�4�h1 ���-fit t'y, _ a •t1��r +t.i/• ���"� ��j �.°. r� � "�,i -- .r ``� � t �� i� t � • [ty[ar �� - �,►:a�j 7 t♦c� 1y �t� _L.c � . # ram- ��1�. ;J�f�x�-'�' �Y:.yY�a�`( rr ,�.,. �ii. ��i7►--�•a. .Syr i yl;�r � � ;%/////���II'._ opo Poo /fir l.wLvrL U IVI r1r1JUE R ' S PROPERTY •• •• 1 i i 1. PIGEON PLUM TREE SABAL PALM TREE rnaalvly v 11N.J 6 1Y1G11111w Vvl 1G1 Landscape Architect Landscape Architecture Golf Course Design Land Planning Urban Design. Member of the American Society Landscape Archhcts ASSOCIATION WITH CHI CHI RODRIGUEZ GOLF COURSE DESIGN w 0 w a o �o o w � r-� Hr� H 0 U As SHOWN PROJECT NUMBER 58-120517-R DATE: 12-05-17 RMSI0NS: SEAL:. p LA tit36B671 "t C� STATE OF "CORID �} LIC.# LA 6666671 SHEET NUMBER: LE-1 OF: 3001 SW 109 CoCourtMiami, Florida 33165 Off : (305) $51.1262 Fax: (305) 229- 4146 EMAIL: madanocorral@comcast.net J As SHOWN PROJECT NUMBER 58-120517-R DATE: 12-05-17 RMSI0NS: SEAL:. p LA tit36B671 "t C� STATE OF "CORID �} LIC.# LA 6666671 SHEET NUMBER: LE-1 OF: 3001 SW 109 CoCourtMiami, Florida 33165 Off : (305) $51.1262 Fax: (305) 229- 4146 EMAIL: madanocorral@comcast.net J 'QS I POWER ! 1,2SO x IQ4 T LLI '° o D 4 z LLJ 'Q60 y L V 1,260 x r� \ \ ti/ ) \ \ SO' x �■■■■■1 — >>00, 1 II 'L0 I as A i + 1 ,Existing On Adjacent Pro erty 11�/ 001 � � I —� + 0.95'hP — --- r �, - Pol _ I ItH FIRM LU m� O 10.70' a / LIVING ROOM N I W LL I � JD)0 I y LL KITCHEN ^ l FFE 12.00' 60 Z f I I VENEER TREWS W/MEYPOP VISE I W t DINING U N Q � BATH _v+` Q +10.4 \ , I I BEDROOM I Q / ��y � VENEER TREWS W�METJd.BRAW 0 ! ! + 10.b0' w'Ci ANDMAYPOPME �� O _ 1A5 - - 1 i l ,�_, �' I I ' I ---- NEW SLATED WOOD FENCE d'j J f 10.2t 0 'O LP o� �_� -_ - Oi I / 1 IN ORDER FOR THE BIORETENTION "` BASIN TO x / l \ WORK THE BOTTOM OF THE SWALE 0x j / X`� 183 ' — — — — �Q— — l I l SHALL BE COMPOSED ON 60% COURSE SAND, 30% LOAM, AND 10% + 10.00LP } , ORGANIC MATTER (PEAT). 0 vor CL POWER L +10.45'hP -'--- — _— -- _�—� + 10.45' hP t— Jpsj ROPERTY LINE /044 I o � FINAL GRADING PLAN 0*0 LEGEND �0 EXISTING ELEVATION EXISTING CONTOUR LINES 3.25' + PROPOSED NEW SPOT ELEVATIONS- NGVD 3.0' -------- PROPOSED CONTOUR LINES SWALE SIZE WILL VARY DEPENDING c� ON HARDSCAPE ELEMENTS AND ITS LOCATION AND SIZE OF b OPEN SPACE. GC TO USE SURVEYORS LASER INSTRUMENT TO LOCATE ALL SPOT ELEVATIONS. NO WATER SHALL ENCROACH OR CAUSE INTRUSION ONTO ADJACENT PROPERTIES O EXTERIOR BLOCK WALL MATCH EXIST. GRADE VAPOR BARRIER. SEE EXIST. GRADE sMCCO STOP OR ARCH. DETAIL PLANS WEEP SCREED 95% COMPACTED LIMEROCK SEE ARCH. DETAILS SLOPE $QD 45% C01v1PACTED S0IL SEE ARCH. DETAILS ADJACENT PROPERTY ve° ii F r.— Lops g�,oYS � HM -! ! - S 3 3 ` - I 1=1 11=1 I H I I -I 11=1 1=1 11=1 I I-1 1=1 11=1 11=1 I F- 1F =1 I H I 1=1 Fifflill =1 =1 I I-1 11=1 I la I I-1 11=1 I F1 11-1 I I-1 I E9 I I I E9 I I-111-111=1 I I-1 = 1 _ -1 I I-1 I I-111=1 I I = 1I� I I=l I l� I I=1 I I=1111�_T1=1 1 I� 1=111=1 l !=1 I I� 11—=1 I H I I=l _ L�, —_) I 1=) 11=111=11 l�=l l 1 _—III IIII I I_I I I_I I IIII_I I I_I I I_I II_I I I_I 11=1 I I-11�1 =_ I I F I �i I !_! I —I I !_I I !=1 I==I I I-1 I E9 I EdII_I ► I_1► !_I 1 I ►_I ► I_I 11_1►1=111_I I !_► ► !_I I ► !II —I = 1=11!-111—III—III—I 11=1 I I I=!II—I 111I11=III=! I I—II�I I I=1 I F1 11=1 111 I �I I I-11F1 I F-I I F 11= -1 11I 11=1 11=1 11=1 11=1 I I— I F1 11=1 I I —I 11=1 I �I 11=1 11=1 I �I ExisT. §61L 111=1 I �I 11=1 11=11 I I====1 11=1 1um w�i-1 I I- — I FI I I—III-1_I I-1TII- =III=III= - TYPICAL SECTION OF SWALE 1_01! SWALE SIZE WILL VARY" DEPENDING ON HARDSCAPE ELEMENTS AND ITS LOCATION AND SIZE OF .ra OPEN SPACE. , GC TO USE SURVEYORS LASER INSTRUMENT TO LOCATE ALL SPOT ELEVATIONS. NO WATER SHALL ENCROACH OR CAUSE INTRUSION ONTO ADJACENT PROPERTIES O MATCH EXIST. GRADE EXIST. GRADE DLO SOD �p ADJACENT PROPERTY �, n�� PROPOSED FINISHED GRADE =1 !=1 I [I 11=1 11=1 11=1 11=1 I I I 1=1 11=ems -1 11=1 I �I 11=111=1 I I-1 I �I 11=1 — f I —I I !-! 11=! I �I 11=1 I I—III=1 I I I I-1 I I=1 I I-1 I I— 1F : I l-1 I I=1 I Ed I B 11=1 I Ed 11=111=1 I 111= 1—I I I I I EI I!=1 I F1 I B I 1=1_I F1 11=1 11=1 I! I I 1 I 1=1 11=l I I —I 11- 1 I I I-1 I !=1 11=1 11=1►1=1 I�—I 11-I I I-11 1 I 1-1 11=1 I !-1 11=1 11—] I I —I I!=1 11=-I 11=1 I — —III I I=1 I!=1 11=1 11=1 I I—! 11=III —I 11=1 11=1 11=1 11=l 11=" 11=1 I �I 11=1 11—IT(=1 11=TI I I FEI 11=1 I !=1 11—! 11=1 11=1 11=1 11= I I I!=1 11=1 I I —I I I=1 I! —I i I —III —III— LP =1 I �I I F1 11=1 11=1 11=1 I! 1 11=1 I !=1 I !=1 I !=1 11=1 I �I 1I— h 1-11�1 l 1_111 11 I-111 111-f 11= —V f I� i I —I 1 ti=1 I I =1 I I-1 I FE11 111� I I-1i'ii1' 11=1 I F9 I E—zl I -1 ti I-i 1 M f 1-111-1 11-1 11-111=111 11-1 11= I F1 I I —I 11=! I I —I I I—! 11=! 11= =1 ! 1=1 11=! 11=1 11=1 11=1 11=1 I I� I i-11H 11=1 I I 1=1 11=1 I I-1 11=1 11=1 11= -- —III-1 I I I I 1=1► I —I I 1=1 11=11!-1 !— I_I=1 11=1 I I� 11-1 I_I� I_I-1 11� 11_mast. sou -! 11=111=111=1 11= 1=1 I E9 — 1I I=1 I I! I!=! I I-1 I f= 1=1 I I-1 I I— — —I I I1 11=1 ! I —III —I I I� 11=1 11=1 I I� I I— y' i I-1Tf=1 I I_ Know what's below. Call before you dig. IT'S THE LAW1 Mariano Corral Landscape Architect Landscape Architecture. Golf Course Design Land Planning Urban Design Member of the American Society Landscape Architects ASSOCIATION WITH CHI CHI RODRIGUEZ GOLF COURSE DESIGN SCALE. AS SHOWN PROJECT NUMBER 58-120517-R REVISIONS: sEAL: iP3C,�p� . O C ° r ° ; 14 LA 671 STATE ° 0 ®F �C®fftl®� (7a `�O• p0� LIC.# LA 6666671 SHEET NUMBER LG-1 OF: 3001 SW 109 Court Miami, Florida 33165 Off: (305) 551.1262 Fax:(305)229-4146 EMAIL: marlanocorral@comcaknet 35 1�16 SW 63rd STREET 4 FIC- TO B KEPT AT A HEI HT OF 0 INCHES AXIMUM /CD 4�1X0 1 18 �b CHR � 11 120RUM r FAK W D 25 Z W Q � /MY C (N 1 CD �j $P Cl)SCH 6 15 pAS 4 FAK 15 MY NO TREES IN R/W DUE TO OVERHEAD � POWER LINES, AND CHR VISIBILITY CONFLICT BETWEEN AUTOS 10 AND PEDESTRIANS /—psy\ 7 0 (SP) SABAL PALM e ntry drive sidewalk;, 35` - x 1, ___ jo o_x _ — —� — i .rrra>..rrr; •• •rr�+r�kvr ��� fr 1:•IMIkS�?!° �a�ar.r��e■Si�nlAa•�� Wf/Rl.r #iE/i.i arrw°S=M•aA•.ai � W 1 _ I W ` 44' d _ y fl I tt K s r �rrr ■ r■. i•� 6rra•rr • 000 • • • • PLAN" LIST FOR ,� SC)UTT 19I LITTLE R.IVEI •. • •. • :.. .:. •. I � k XERISCAPE RtO.' KEY UA T t T � . f A E" ,t �G I1 I1 ES H apt tPER TYPE � FLOWERS `i�� � � �EIWMi�tK :: • . • III HES. 'Lx M, F. S FRUITS 0:0*0• NATIVE AI+IDMON-NATIVES -TREES and PALMS SIGH, MEM Lt31N FLt kiDA,#1 MATERAL. CD 1 Caooloba tlirreirsifolia i Pidgeon Plram Tree-l�iatiVe 121 Metlium HIGH HIGH Excellent lies for parking lat - Upright °growth -Slow rower 1 Caesalptnra granadilo Srldarrell Tree 12" fi' Srrrall I1Aedium W"Vhite _ HIGH HIGH Eccelleilt Tree fear parking lot or lrban environment: My 2 M. canthes fra ransISiron Sto er 1l I SmalI Whits HIGH HGi Excellert7ree oi� atI pdes der pcwer 1ines•street trees ; TOTAL WOODY TREES 4 TOTAL TREES SP S Sabel Palmetto Cabbage Falm-Native == 3 TREES 18, to 41 OA Height Palm HIGH HIGH - 2 12' T, 4 a28'C7 staggered heights TOTAL TREES .including (3) FROM the Sebal Palm trees at 2:1 ratio SIMURPLANT, LIST: XERISCAiPE REQ. KEY UANtj BaTA IICAtL'1VAIMAESi COMMON PIIAi`AES HtaT SPR TSpacing TEXTURE Flawera Td ERAI�ICE REMAIEtICS W rv. . ,., .,. _. , wr_.N , ...,, S ..... M ...... . Cdtftsei Med ' Or, SALT "I DROUGHT ' NATIVE PLAITS - SHRUBS and GROUN COVERS or dine Fruit EIGHT i�11=C1: LC��PkI FLLwtF�IQ� # 1 MATEktAL CES 1 Crsnacar ues t Silver I3 ttonwrood I811 18" 24" dd MEDIUW , none HIGH HIGH CWR 21 1 Ch obalanus Icaco RED TIP t RED TIP ,Coco um AI 18 18 4 2 oc, M EDIUM n one H HIGH,- HIGH r b that fills in fe nicely or use as a hedge Another great Nate +e sh u y, g FAK 40 TrrPsadrh dadiloides I JFakahatchee Grass, 24 2 24 +roc, Course "HIGH Good nati a under olne pr Sabel palms. good contrast HAM 20 Ha lla,pattens ! f*rret rash 2fD „ 8 �, 20 MEDIUM Orange HIGH HtGH - - Spaces II Wiurn Growing-Mdket a great het ge in tight spa PS'� 2llf . I~'shcirra nervosa! NNild Coffee 211 4 24 A 3 {3 oc Coarse Fruit LC31�d HIGH wildlife.' -0 e` Accent b` th Food liar vrtldbfe. Grows 4 6 high. A,c en Shr� ir`1 a wild. 110 TOTAL NATIVES jGROUN )C0VER SIN© vines _ _ _ - PAS ` ze JPAssifloira 9u' berosa or incarnate! Passion 1=l6wer Vine 20" 1 W as shown `. M0&; rn Purple . YES I=10H iirwaM & nectar fear �l differient ter of Buttert es x cif NwNA�TIVE SHRUBS AND GROUND COVERS � 5 GC ` 15 ; cJ7efflera arbicvla GC.71.13 + API�El:L�41A 24 24 24 l litxi i MEDIUME-II FI Nl 4 isms coioi -t voles gv�id as an I.awar cttt plant IXCD 18 Dora ri GRANT.! Large Pink lxora 2 4 2 3�0 oc . _ ,Coarse C e _ PI nk ` . Low Medium ,' b owe lar e.P nk flowers r round _ Great massing shru g i fl year , 33" TOTAL OF NOW -NATIVES, 143 TOTAL CC3N1BINEC? SHRUBS 12' CT Uj LIVING ROOM - L.1,,, 8' CT j �d o KITCHEN 1 l-, n LL FFE 11.80' _ f- CEDAR TRELUS W/ MAYPOP _.___.,__._;- z LLI RS_q. ZONING DISTRICT... NET LOT AREA: .073 ACRES 3 200 ' S..F . VINE � DINING G J_ Q LAWN AREA CALCULATION REQUIRED PROVIDED BATH 10C _ A. MAXIMUM LAWN AREA (SOD) PERMITTED =60% X 2720 S.F. 1632 1171 14' C n TREE 10' CT BEDROOM' w r 4 4 A. THREE (3) PER LOT 3 7 CEDAR TREWS W/rdETAL WIC MESH ANDMAYPCPVINE cE's I 1 a ,x• r��_ �Ir#sue J -''' rraE #i.y� ! __ ►�.. i i . it . / s. � ..s—..� i-�. r �... a �`"�5 �,� s . . . • . 1 . ■ �yiw saki► A . Ts^ ,•- s5y,+ I���Q CG � ���� � $; • 1 � � i •arrrrrr �� � _ z c E��►i!gl ei -W� .sue, . .. 1 I • e • • 1 • • • �OJtwoo , 1 .. r • , ., i . .Lw iro A�i•�C�- 1 . " ... *110 • OVERHEAD POWER LINES *'e �� ��� 1 • • 1 s . s , iwi - • . .. . Y Wig.;,* fh, , .. # . • :of_ Oil , �jp� t N �e • ^4 $'k » z i t- ��, p rpxw "4 5 p OWN * t, , " 'pv ' avm✓j�'y r Y ✓, 5n i' , • •SITE LAND APE PLAN , • I . . • • • • . I , . • • , Ir • • INSTALL (FAK) PAKAHATCHEE Mariano Corral Landscape Architect Landscape Architecture Golf Course Design Land Planning Urban Design Member of the American Society Landscape Architects ASSOCIATION WITH CHI CHI RODRIGUEZ GOLF COURSE DESIGN W O W a H b w Cd o w � �-i H U I AS SHOWN RMSIONS. SEAL:. OppOp0000 00N¢D3Cpi� ♦�pp,��T as � A p�pp� i ° V . Ld1{Y{7GTVY7/ a O, STATE °toe° DF °oo°eoea°° �C®RtO�`/�.{ 4 ©° av LICe# LA 6666671 SHEET NUMBER: LP-1 OF: 3001 SW 109 Court Mlami, Florida 33165 Off: (305)551.1262 Fax: (305) 229- 4146 EMAIL: madanocorral@comcast.net NOTE: REMOVE ALL STAKES AND GUYING SYSTEM ONE �--- YEAR AFTER INITIAL INSTALLATION. DISPOSE OF ALL MATERIALS AND NONE TO BE LEFT ON SITE. CARE SHOULD BE TAKEN NOT TO HARM TREE OR PALM. 4- i " RUBBER HOSE FOR GUY WIRES TO PROTECT TREE TRUNK AND BRANCH REMOVE TOP OF BURLAP AND EXPOSE TREE FLARE. (4)- 2"X 2" X 30" PT PINE STAKES INSTALLED _ AT 45 D ANGLE - 24" DEEP OUT SIDE OF TREE m WELL. FOR GUIDEWIRES TIEBACK. NOTCH =t STAKE FOR WIRE TYING. USE (4 STAKES FOR TREES 18'-20' HIGH AND ABOVE) DIG HOLE Y-4" LESS THAN THE SIZE OF THE ROOT BALL. THIS WILL INSURE THAT THE TREE FLARE WILL BE HIGHER THAN THE FINISH GRADE, 7—VA' CREATE A BERM TO SEAT ROOT BALL FROM UN -DISTURB SOIL TO PREVENT SETTLING R! A -I liv, I D ; CINCH TIES TO SECURE TREE TRUNK TO POLES. TREE FLARE ROOT BALL 2-3' FINISHED GRAI 4" HIGH SAUCE] TRUNK NOTE: ALL GUYING SYSTEM TO BE REMOVED 12 MONTHS AFTER INSTALLATION. GC TO SUBMIT CONFIRMATION IN WRITINTOO . ALL GUY WIRES TO HAVE A RED FLAG FOR VISUAL SAFETY PURPOSE. (4) 2" DIA. X 8-11" EYE ON EYE TURNBUCKLE TO SECURE AND STRETCH GUY WIRE BACKFILL WITH A MIX OF 60% YO SILICA SAND AND 30% 'ERANC son PULVERIZED BLACK CLEAN SOIL AND 10% Y; n CANADIAN PEAT. MUST BE FREE OF DEBRIS, WEEDS AND ANY CONTAMINANTS. EXISTING UNDISTURBED SOIL The TOP of TREE ROOTBALL shall be placed 3" above existing soil. This will insure that tree flare will be exposed and NO MULCH shall be placed on top of rootball. If you must place mulch for appearance sake, lightly do so no more than 1/2" thick and 4" away from tree trunk. Create a 4" saucer around tree rootball 6' in diameter. 2" HOSE- LENGT: DETERMINE BY BRANCHES TO AROUND COMP;. TYP. GUY WIRE AND HOSE WRAPING AROUND TREE BRANCHES THIS DIMENSION WILL VARY DEPENDING ON CANOPY SIZE. ALL POST TO BE EQUAL SPACING ON CENTER HOWEVER, MAX. DISTANCE BETWEEN POSTS SHALL BE 6'-0" OC. TREE ROOT ZONE: THIS AREA SHOULD NOT BE DISTURB. IF ANY TRENCHING SHOULD BE NEEDED FOR ANY IRRIGATION LINES THEN THE DEPTH SHALL BE 2' BELOW SOIL LINE OR UNDERNEATH THE MAIN LATERAL ROOTS. USE AN AIR SPADE TO REMOVE ANY SOIL CAREFULLY AND EXCAVATE WHILE NOT DAMAGING ROOTS. ALL SOIL REMOVED SHALL BE STOCK PILE NEAR BY AND REPLACED BACK TO ITS ORIGINAL LOCATION. WATER EVERY DAY FOR A MIN OF 3 MONTHS AND ADD ADDITIONAL APPROVED SOIL MEDIA MIX FOR ANY AREAS OF SETTLEMENT. RULE OF THUMB: FOR EVERY INCH OF CALIPER A ONE FOOT RADIUS DISTANCE FROM TREE TRUNK FACE. S' IHGH CHAIN LINK FENCE TO PROTECT EXISTING TREES. POST INSTALLATION SHALL STAY CLEAR OF ANY MAJOR ROOTS. FENCE TO BE A MIN. OF 10' FROM FACE OF TRUNK. PREFERABLY TO BE PLACED UNDER DRIP LINE IF SPACE IS AVAILABLE. MAINTAIN AND REPLACE AS NEEDED THE BARRIER FENCE FOR TWO YEARS MIN. OR UNTIL CONSTRUCTION HAS BEEN PRIORERECT FENCE TO CONSTRUCTION . POST SIGN TO KEEP • •• NOT PlLE SOILOR ROOTS* MONITOR TREE AND WATER AS Ogg CALL LANDSCAPE ARCHITECT FOR APPROVAL OF TREE ZONE PROTECTION e ' 1 i !ROTE_ BARRIER �_ 1 pTION - 1 _,,v ,(NOTTO SCALE) NOTE: CIL F-0" MIN. TO EDGE OF PAVEMENT - 2" MULCH TgPLANT s aox. TOP OF MULCH SHALL BE I" BELOW PAVEMENT —FINISH GRADE @ PLANTER .....n►ie►... •,JA7ABi7d�J®m7Si 18" DEEP PREPARED • • OF \-18" DEEP PREPARED PLANTING SOIL PLANTING SOIL SHRUB GROUND COVER BEDS TYPICAL PLANT /-PLANT LOCATIONS SPACING UAL TYPICAL PLANT SPACING 2 EQUA&-� ( O+ T NOTE: IN MOST CASES TRIANGULAR SPACING IS PREFERRED, USE SQUARE SPACING ONLY IN SMALL RECTILINEAR AREAS. SQUARE SPACING TRIANGULAR SPACING N.T.S. NOTE: 1) SET TOP OF TREE BALL 3" ABOVE FINISHED GRADE. KEEP MULCH AWAY FROM BASE OF TREE TRUNK. "TREE SAVER" GUYING SYSTEM 2) CAREFULLY REMOVE ALL EXCESS 60, (3 GUYS ® 120- O.C.) SOIL FROM BASE OF TREE TRUNK & TOP OF ROOT BALL TO EXPOSE 2" MULCH TRUNK FLARE. EXPOSED TREE FLARE FINISH GRADE BURY TOP OF ANCHOR 3"' BELOW GRADE OF SOIL DEEPER IF REQUIRED FOR SUPPORT PREPARED PLANTING SOIL AS SPECIFIED EXISTING SUBSOIL 8" THOROUGHLY COMPACTED VARIES WITH SUBGRADE SUPPORT PAD PLANT BALL "TREE SAVER" GUYING AS RECOMMENDED BY MANUFACTURERS '& SUPPLIED BY: MOD.—TS-0020—L8/24 LAWSON & LAWSON, INC. PHONE (800) 833-5323 OPTION TWO: SINGLE STEM TREE GUYING (1-1/2" - 3" CAL.) N.T.S. N.T.S. ALL PLANTING BEDS TO USE EUCALYTUS GRADE A MULCH, OR ECO MULCH, OR SHREDDED WOOD PRODUCTS AND AS APPROVED AND CERTIFIED BY THE NATIONAL SOIL AND MULCH COUNCIL. (NO RED MULCH PLEASE) MULCH 'ALK/CURB iH CHAIN LINK FENCE TO PROTECT rING TREES. POST INSTALLATION SHALL CLEAR OF ANY MAJOR ROOTS. FENCE TO MIN. OF 10' FROM FACE OF TRUNK. ERABLY TO BE PLACED UNDER DRIP LINE i,CE IS AVAILABLE. MAINTAIN AND ACE AS NEEDED THE BARRIER FENCE FOR YEARS MIN. OR UNTIL CONSTRUCTION HAS COMPLETED. 48" HIGH -WELDED 10/10 WIRE MESH NO ACTIVITY OR DISTURBANCE SHOULD OCCUR WITHIN THE FENCED AREAS, INCLUDING VEHICULAR USE, STORAGE MATERIALS, GRADE CHANGES, GRUBBING AND MECHANICAL TRENCHING FOR IRRIGATION, ELECTRICAL LIGHTING, ETC. WARNING: DO NOT FERTILIZE NEWLY INSTALLED PLANT MATERIALS UNTIL APPROXIMATELY 2 TO 3 MONTHS AFTER PLANTING. NEW INSTALLED PLANTS ARE ALL READY FERTILZED BY THE NURSERY GROWER. 1 NOTE: ALL GUYING SYSTEM' TO BE REMOVED 12. MONTHS AFTER INSTALLATION.. GC TO SUBMIT CONFIRMATION IN WRITING TO OWNER 4- 2" x 4" x 6" WOOD BATTENS WITH METAL STRAPS NAILED TO BATTENS, DO NOT NAIL TO TRUNK USE BURLAP TO WRAP TRUE"' FOR PROTECTION. (8)- 214- X 36" PT PINE STAKES INSTALLED AT45 D ANGLE -18" DEEP OUT SIDE OF TREE WELL AND NAILED TO ADD ADDITIONAL SUPPORT TO 4" x 41 WOOD BRACE. 2 STAKES PER BRACE. CREATE ROOTBALL SEAT SAME DIAMETER AS ROOTB,11. 1 ASPHALTIC i SOIL TO REMOVE ' tlr=�'ii Ti.�Tf' Tintrv„�'•0�? 1 11 � 11 r-ti—It it u=-`I� 't rr�i 1 1 • . • �t'I��IIIIlIIif�it��Illllfl^�tL ru i u II rl II 11 n_1 11=11 " ti II II 11 M. Il,; ll�i ? 1 . TREE 1 BARRIER (NOT TO "A NOTE: REMOVE ALL LIMEROCK FROM MEDIAN ISLANDS 18" DEEP AND REPLACE WITH SOIL MEDIA AS SPECIFIED. HOWEVER, AROUND THE LOCATION OF ROOTBALL, ALL LIMEROCK SHALL BE REMOVED TO A DEPTH OF 4' OR SIZE OF ROOT BALL DEPTH, AND Y FROM EACH SIDE OF ROOTBALL TO ALLOW NEW ROOTS TO EXPAND AND ALLOW FOR FUTURE HOLDING / ANCHORING CAPACITY OF THE PALM TREE. 3- METAL STRAPS �' WIDE 9' WILL VARY NTH MOTH OF (NOT TO SCALE) 4- 4" X 4" X 8' LONG WOOD BRACE NAILED TO WOOD BATTENS WITH 16 D PENNY NAILS. DO NOT NAIL TO TRUNK a TO 1" OF MULCH IF YOU MUST USE FOR APPERANCE. wdv ljtg TOP OF MULCH SHALL BE 1" BELOW ADJACENT CURB OR SIDEWALK EDGE OR ROADWAY EDGE. BACKFILL WITH A MIX OF 70% SILICA SUGAR SAND AND 30% PULVERIZED BLACK MUCK. MUST BE FREE OF DEBRIS, WEEDS AND CONTAMINENTS. IF EXISTING SOIL IS AVAILABLE WHERE PALM TREE WILL BE INSTALLED GC IS ALLOWED TO RE -USE AS LONG AS IT IS FREE OF ANY CONTAMINATION, AND PROPER FERTILIZATION IS APPLIED. • i Know what's below. Call before you dig. IT'S THE LAW! Landscape Architect Landscape Architecture Golf Course Design Land Planning Urban Design Member of the American Society of Landscape Arch►Gects ASSOCIATION WITH CHI CHI RODRIGUEZ GOLF COURSE DESIGN I w O w a 4,3 � w 14 o w � U & partners Architects 3%,AJIV AS SHOWN PROJECT NUMBER 58-120517-R DATE: 12-05-17 REVISIONS: SEAL:IDS �O�©D. p . o 0 CO LA 66M71 O Q SPATE �0 g OF PLORI 0 pOpO• • O�Q� LIC.# LA 6666671 SHEET NUMBER: LP-2 OF: 3001 SW 109 Court Miami, Flortda 33165 Off: (305) 551-1262 Fax: (30S) 229-4146 EMAIL: madanocorral@comcast.net 0 fitI" 01 in I 0 Co 0 0 Co 30 0 a 0 0 CL li- -C 0 to 06 CID n r- (.0 7 00 C14 VARABLE I la I IGERANT Va-UNIE HEAT PUMP SCHEDULEUNIT DESIGNATION FCU-1 FCU-2 AW ;AREA SO BEDROOM LIVING ROOM LOCATION WALL MOUNTED WALL MOUNTED OPERATING WEIGHT (LBS) 25 25 DESIGN MANUFACTURER MODEL NUMBER VWMB.012S4 VWMB03M TOTAL AIR (CFM) 347 776 VENTAIR (CFM) EXTERNAL STATIC PRESSURE IN. H2O 8 ELECTRICAL SERVICE AVAILABLE 230/1 230/1 MCA/MOCr-0 i 0.2/15 0.6/15 Li J 8 DESIGN AIR ACROSS COIL (CFM) 347 776 ca GRAND TOTAL CAPACITY (BTU/HR) 42,700 28,600 =1 TOTAL SENSIBLE CAPACITY (STUMR) 11,900 28,2ft ENTERING AIR TEMP, CF DB/VB) 7- 75/63 75/63 HEAT/REHEAT COIL TYPE HEAT PUMP 1 HEAT PUMP TOTAL HEATING CAPACITY (BTU/HR) 3,392 i 10,874 UNIT DESIGNATION HP-1 MODEL NUMBER `VPA048H4M TOTAL CAPACITY (BTU/HR) 48,000 TYPE OF FAN PROPELLER No OF FANS 12 z AMBIENT AIR TEMP. CIF DP) 95 COMPRESSOR TYPE INVERTER/SCROLL No OF COMPRESSORS REFRIGERANT TYPE R-410A CAPACITY OPERATING RANGE 202 100% COMPRESSOR (MCA/MOP) 31/45 ELECTRICAL SERVICE AVAILABLE 230/1 OPERATING WEIGHT (LBS) 209 OUTDOOR DIMENSIONS H x W x D (IN) 52-1/4 x 35-3/8 x 13-1/4 SEER i 16 LIQUID LINE / SUCTION LINE (1N}� 3/8- 5/8 NOTES I. PROVIDE ELECTRICAL DISCONNECT SWITCHES FOR EACH HP & FCU. 2, COORDINATE FINISH COLOR WITH ARCHITECT PRIOR TO ORDERING MATERIAL 3. PROVIDE VRV HEAT PUMPS WITH MANUFACTURER'S REFRIGERANT CHARGE. 4. PROVIDE MANUFACTURE'S CENTRALIZED CONTROLLER WITH WEB BROWSER CAPABILITIES ELECTRICAL CONTRACTOR SHALL PROVIDE POWER & DATA TO CONTROLLER LOCATION. COORDINATE FINAL LOCATION W/ OWNER. 5. CONTRACTOR SHALL BE CERTIFIED BY THErMANUFACTURER TO INSTALL MANUFACTURER'S VRV SYSTEM. 6. PROVIDE MANUFACTURER'S 1 YEAR PARTS AND LABOR WARRANTY WITH A 10 YEAR WARRANTY FOR COMPRESSORS. 7'. BASIS OF DESIGN IS LENNOX. OTHER ACCEPTABLE MANUFACTURER'S CONTINGENT UPON COMPLIANCE WITH THE CONTRACT DOCUMENTS ARE SAMSUNG, TRANS, LG. VERMATIMI F:M SOEMI E UNIT DESIGNATION EF-1 KITCHEN HOOD AREA SERVED BATHROOM KITCHEN OPERATING WEIGHT LBS. FAN INTERLOCK BATHROOM KITCHEN -LOCATION FAN TYPE CEILING HOOD FAN TOTAL AIR, CFM 100 300 DRIVE TYPE DIRECT DIRECT FAN WHEEL TYPE CENTRIFUGAL CENTRIFUGAL FAN TIP SPEED, FT/MIN. MAX FAN SPEED, RPM - - EXT. STATIC PRESSURE, IN OF H2O 0.1 0.1 FAN MOTOR HP (NON OVERLOAD) 1/4 1/4 -1 FAN MOTOR STARTER TYPE STARTER FURNISHED BY ELECTRICAL SERVICE AVAILABLE 115/60/1 120/60/1 MASONRY/ROOF OPENING REQUIRED - - DESIGN MANUFACTURER DELTA BREEZ DESIGN MFGR. MODEL NUMBER 1 SLM50 SERVICE SWITCH YES YES SMOKE DETECTORS (DUCT MNTD) NO NO FIRE DAMPER NO NO o CONSTRUCTION STEEL STEEL BACKDRAFT DAMPER YES YES BIRDSCREEN YES YES SOUR STATE SPEED CONTROL YES YES THERMOSTAT CONTROL NO NO -FACTORY FABRICATED CURB (2e) BRICK VENT (FIN) - SONES 1.0 5.5 HVAC DEMOLITION NOTES 1. THE CONTRACTOR SHALL COORDINATE THEIR WORK OR ADJUST SAME 70 THAT OF OTHER TRADES, IN ORDER THAT CONFLICTS IN SPACE LOCATION DO NOT OCCUR. 2. THE WORK UNDER THIS CONTRACT SHALL BE PERFORMED SIMULTANEOUSLY WITH WORK OF OTHER TRADES, SO AS NOT TO DELAY THE OVERALL, PROGRESS OF THE DEMOLMON PROGRAM. 3. THE CONTRACTOR SHALL VISIT THE PREMISES AND COMPARE SAME WITH THE DRAWINGS AND SPECIFICATIONS AND SATISFY THEMSELVES OF THE CONDITIONS EXISTING AT THE BUILDING BEFORE DELIVERY OF THEIR PROPOSAL NO ADDITIONAL ALLOWANCE WILL BE MADE TO THE CONTRACTOR DUE TO THEIR NEGLECT OR FAILURE TO COMPLY WITH THE SPECIFIED REQUIREMENTS. 4. DEMOLITION OF EXISTING HYAC WORK SHALL BE PERFORMED AND COMPLETED UNDER THIS SECTION OF THE WORK. 5. THE WORK SHALL INCLUDE THE FURNISHING OF ALL MATERIALS. CUTTINGS, EXTENSIONS, CONNECTIONS, REPAIRING, ADAPTING AND OTHER WORK INCIDENTAL THERETO, TOGETHER WITH SUCH TEMPORARY CONNECTIONS AS MAY BE REQUIRED. 6. EXISTING. MATERIALS AND EQUIPMENT TO BE REMOVED, SHALL BE SALVAGED OR DISPOSED OF AS DIRECTED BY THE OWNER IN COORDINATION WITH THE PM. 7. MY WORK NOT SHOWN ON THE DRAWINGS OR SPECIFICALLY MENTIONED IN THE SPECIFICATIONS BUT CONSIDERED NECESSARY FOR THE COMPLETION OF THE WORK IN PROPER MANNER SHALL BE PROVIDED BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGE 8. CONTRACTOR SHALL DO THEIR OWN CUTTING AND REMOVAL OF ALL THEIR RELATED WORK IN ALL LOCATIONS WHERE REQUIRED, EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS AND/OR AS SPECIFIED. S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ROUGH PATCHING AND REPAIRING. FINISH PATCHING SHALL BE PERFORMED BY GENERAL CONTRACTOR. NOTES: 1. COORDINATE LOCATION OF CEILING DIFFUSERS WITH ARCHITECT'S REFLECTED CEILING PLAN. APPLICABLE CODES AND STANDARDS 1. FLORIDA BUILDING CODE 2017 AND SUPPLEMENTS. 2. FLORIDA BUILDING CODE 2017 (FGC) FUEL GAS. 3. FLORIDA BUILDING CODE 2017 (FMC) MECHANICAL. 4. FLORIDA BUILDING CODE 2017 (FPC) PLUMBING. 5. 2017 - FLORIDA ENERGY CONSERVACION CODE. 6. NATIONAL ELECTRICAL CODE 2014 (NFPA 70). 0 CONPMING LEGEND SYMBOL DESCRIPTION AHU AIR HANDLING UNIT O/A OUTSIDE AIR CFM CUBIC FEET PER MINUTE EF EXHAUST FAN MVD MANUAL VOLUME DAMPER THERMOSTAT (MOUNT 48- AFF) SIDENALL,REGISTER WITH AIRFLOW ARROW MOTORIZED DAMPER AIR DISTRIBUTION SCHEDULE SYM USE TYPE ACCESSORIES MFR & MODEL NO *9 SUPPLY CEILING DIFFUSER 2424 LAY -IN TITUS TMS-M PEIN RETURN CEILING GRILLE 2424 LAY -IN TITUS 50FL *E* RETURN/ EXHAUST CEILING GRILLE SURFACE MOUNT OBD TITUS 350FL 1. TYPES 'A! AND 'B' SHALL BE PROVIDED WITH TYPE 3, LAY -IN FRAME AT ACOUSTIC HUNG CEILINGS AND TYPE 1 FRAME FOR FIXED CEILINGS. 2. FINISH COLOR SK41 BE AS SELECTED BY THE ARCHITECT. I iNiTERRuFTION OF sumcr= I ANY WORK REQUIRED BY THESE DOCUMENTS THAT WILL HAVE AN EFFECT ON EXISTING AREAS IN THE BUILDING SHALL BE COORDINATED WITH BUILDING OWNER. THIS WORK INCLUDES BUT IS NOT LIMITED TO INTERRUPTION OF POWER, TELEPHONE, COMMUNICATION SYSTEM, AIR CONDITIONING, WATER ETC. WORK IN THIS CATEGORY MAY HAVE TO BE PERFORMED OUTSIDE REGULAR WORK HOURS. WORKING TIMES ARE LIMITED DUE TO INTERFERENCE WITH BUILDING ACTIVITIES. SCHEDULE TIMES AND DATES WITH THE GENERAL CONTRACTOR AND BUILDING MANAGEMENT. EQUIPMENT. SHOP DRAWING WILL INCLUDE BEAM OR STRUCTURE ELEVATION & REQUIRED EQUIPMENT ACCESS 7. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) CODES AREAS. CONTRACTOR SHALL INFORM ENGINEER OF ANY CLEARANCE PROBLEMS WITH OTHER TRADES BEFORE AS REFERENCED IN THE 2017 FBC. NFPA 101 AND OTHER INSTALLATION. NFPA CODES AS APPLICABLE. f 19. WALL, ROOF AND CEILING OPENINGS INDICATED ON DRAWINGS ARE NOMINAL DIMENSIONS ONLY AND ALL DUCT, PIPE, OR EQUIPMENT PENETRATIONS SHALL BE SLEEVED AND FIRE RATED AS REQUIRED. 8. LATEST ADDITION OF DESIGN AND APPLICATIONS GUIDELINES OF THE INDUSTRIAL VENTILATION MANUAL, ASHRAE, SMACNA. DESIGN PARAMETERS SUMMER CONDITIONS 75! F DB a 91' F DB V) 50% RELATIVE HUMIDITY 78' F WB WINTER CONDITIONS 69 F DB 46' F DB O HVAC GENERAL NOTES 1. THE NATURE OF THIS CONTRACT INVOLVES REMODELING OF EXISTING FACILITIES AND THE CONTRACTOR, PRIOR TO BID, MUST INSPECT THE EXISTING FACILITIES AND CONDITIONS AT THE JOBSITE AND BECOME ACQUAINTED WITH THE CONDITIONS THAT WILL AFFECT THE WORK TO BE PERFORMED UNDER THIS CONTRACT. 2. THE WORK THAT IS 70 BE DONE UNDER THIS HEADING INCLUDES THE FURNISHING OF ALL LABOR, MATERIALS AND EQUIPMENT, PERMITS, FEES, INSPECTIONS, TESTS, INSURANCE, ETC. REQUIRED FOR THE COMPLETION OF THE AIR CONDITIONING SYSTEM SHOWN ON DRAWINGS AND/OR LISTED BELOW. 3. A/C DUCTWORK: A. SUPPLY AIR DUCTWORK: SHALL BE CONSTRUCTED OF 1-1/2- THICK STANDARD DUTY FIBERGLASS BOARD FLAMEPROOF REINFORCED ALUMINUM FACED COVER IN ACCORDANCE WITH NAPA J 90 AS MANUFACTURED BY OWENS-CORNING. DUCTWORK SMALL BE FABRICATED AND INSTALLED ACCORDING 70 MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND ACCORDING TO SAA.C.N.A. STANDARDS. C. ALL EXHAUST AND OUTSIDE AIR DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED OF ZINC COATED GALVANIZED SHEET WITH THE LATEST A.S.H.RAE. GUIDES AND S.M.A.C.N.A. STANDARDS 4. FLAME AND SMOKE RATING- 91 INSULATION PRODUCTS USED INSIDE THE BUILDING SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE GENERATION OF 50 IN ACCORDANCE WITH TESTS OUTLINED IN N.F.PA #255. 5. BALANCE AIR SYSTEM 70 DELIVER QUANTITIES AT EACH OUTLET WITHIN 10% USING A.A.B.C. PROCEDURES AND TESTS, SUBMIT AIR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL INSPECTION AND ACCEPTANCE TEST AND MACE SK41 BE ACCOMPLISHED BY A CERTIFIED INDEPENDENT TEST AND BALANCE COMPANY. THIS WORK SHALL NOT BE PERFORMED BY THE INSTALLING CONTRACTOR. 6. VERIFY ALL VOLTAGES WITH ELECTRICAL, CONTRACTOR BEFORE ORDERING ANY EQUIPMENT. 7. CONTRACTOR SHALL VERIFY SPACE CONDITIONS AND DIMENSIONS AND SHALL COORDINATE WORK WITH ALL OTHER TRADES AT JOBSITE PRIOR TO FABRICATION AND INSTALLATION OF DUCTWORK. & ALL WORK SHALL BE COORDINATED WITH OTHER TRADES M AVOID INTERFERENCE WITH PROGRESS OF CONSTRUCTION AND IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES AND STANDARDS. 9. ALL MECHANICAL EQUIPMENT INSTALLED ON THE EXTERIOR OF THE BUILDING SHALL BE CONSTRUCTED TO WITHSTAND HIGH VELOCITY' HURRICANE WINDS (AS PER FBC) FROM ANY DIRECTION AND COMPLY WITH THE LATEST REQUIREMENT OF THE FBC - 2017 AND N.OA CERTIFICATION REDUIRENTS AND PROTOCOLS. 10. ALL MECHANICAL EQUIPMENT SHALL BE ARI AND U.L LISTED WHERE APPLICABLE AND RATED FOR THE REQUIRED SERVICE, PRESSURES, TEMPERATURES, AND SHALL BE PROVIDED WITH ALL NECESSARY TRANSFORMERS, SEALS VALVES, CONTROLS, CONNECTIONS, GAUGES, ETC. TO FUNCTION PROPERLY. 11. COORDINATE LOCATION OF A/C EQUIPMENT AND ACCESS SPACE. THERMOSTATS. FANS AND DUCTWORK WITH BUILDING STRUCTURE AND OTHER TRADES SO THAT NO INTERFERENCE OCCUR. 12. FILTERS. X. PROVIDE TWO SETS OF TEMPORARY FIBERGLASS THROWAWAY FILTERS OF THE SAME THICKNESS AS FINAL FILTERS FOR USE DURING CONSTRUCTION. B. CENTRAL STATION AIR HANDLING UNITS SHALL HAVE TWO INCH THICK CLEANABLE TYPE SCOTT FOAM INDUSTRIAL. AIR FILTER MEDIA, CORRUGATED TO PROVIDE A MINIMUM OF 125% OF FIAT FILTER FACE AREA. C. FAN COIL UNITS SHALL BE SIMILAR TO CENTRAL STATION AIR HANDLING UNITS WITH A MINIMUM THICKNESS OF ONE INCH. D. PROVIDE ALUMINUM FRAME WITH SCREWED -ON REMOVABLE END COVER PLATE. E PROVIDE TWO COMPLETE SETS OF FINAL FILTERS. 13, ALL REFRIGERANT PIPING SHALL BE TYPE "C COPPER, TOGETHER WITH WROUGHT COPPER, SOLDER FITTINGS. JOINTS SHALL BE MADE WITH SILVER SOLDER OR %ILFOSS. 14. TESTING: A. ALL REFRIGERANT HIGH SIDE PIPING TO 275 PSIG, HOLD FOR 24 HOURS. LOW SIDE TO 150 PSIG, HOLD FOR 24 HOURS. AFTER TESTING EVACUATE SYSTEM TO 28 INCHES OF MERCURY GAUGE PRESSURE WITH VACUUM PUMP. HOLD FOR 24 HOURS WITH PUMP OFF. BREAK VACUUM WITH OPERATING REFRIGERANT. B. BALANCE AIR SYSTEM TO DELIVER QUANTITIES AT EACH OUTLET WITHIN 5X USING AS C. PROCEDURES AND TESTS. SUBMIT AIR BALANCE TEST RESULTS FOR APPROVAL PRIOR TO FINAL INSPECTION AND ACCEPTANCE TEST AND BALANCE SHALL BE ACCOMPLISHES BY A CERTIFIED INDEPENDENT TEST AND BALANCE COMPANY. THIS WORK SHALL NOT BE PERFORMED BY THE INSTALLING CONTRACTOR. 15. VIBRATION ISOLATION: ALL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS OR AS SCHEDULED ON DRAWINGS. 16. OFFSET DUCTWORK AS REQUIRED M ACCOMMODATE STRUCTURAL AND OTHER TRADES. 17. ALL EQUIPMENT, MATERIALS AND WORKMANSHIP WALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 18. A/C CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK/EQUIPMENT FOR SIZE. LOCATION, CLEARANCE. ACCESS AND ELECTRICAL CHARACTERISTICS WITH ALL OTHER TRADES AND TO PROVIDE W DRAWINGS SIGNED AND SEALED TO THE ENGINEER FOR REVIEW BEFORE INSTALLATION OF DUCTWORK OR Fausto Rivas :10: & Partners Architects *:000 4980* 0 :00* 0 FR&P (PROP) STUDIO 9200 NW 27TH AVE MIAMI, FL 33147 VVWW.FRAP.STUDIO TEL 305 409 0552 Drawings are subject to modification or cinange as required by actual measurements, standard industry practices in light of existing structural and other conditions, appicable budding codes, and the like- These plans &e and shall mmin theprappoofFR&P Studioand stislinof be sdd ormpodaved without it's prior written consent FR&P Studio shall be notified of any changes required by actual conditions as aforesaid prior to submission of any phase foroonstruction- 2017, Fausto Rivas & Partn Inc. No C . 56198 A REGISTRATION STATE OF PROFESSIONAL OF RECORD: Nq4 G?$I%'J1[a%RW F �$* ZZ DISCIPLINE: MECHANICAL 0 **,** REGISTRATION: 56198 �hN N At- Atal Mmull Vrew #Z MEP ENGINEER JALRW ENGINEERING GROUP, INC. 2510 NORTHWEST 97TH AVE, SUITE 220, DORAL, FL 33172 TELEPHONE.- (305)594-0660 FAX: (305)594-0907 STATE OF FLORIDA. CERTIFICATE OF AUTHORIZATION #4290 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL 33165 305.551.1262 LA 6666671 CIVIL ENGINEER OWNER MIAMI ASSOCIATION OF REALTORS 700 S_ ROYAL POINCIANA BLVD. Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE HVAC GENERAL NOTES, LEGEND SHEET NO. M001 i L'1�:I1i LOUVER VENT. CAP SFZC 4 SCALE: 1/2" 1'-O I _I CU-1 VAFWUNX f�E RANT VflLt MAT PI IR SC E L'1�:I1i LOUVER VENT. CAP SFZC 4 SCALE: 1/2" 1'-O I _I CU-1 VAFWUNX f�E RANT VflLt MAT PI IR SC E UNIT DESIGNATION FCU-1 FCU-2 AREA SERVED BEDROOM LIVING ROOM LOCATION WALL MOUNTED WALL MOUNTED OPERATING WEIGHT (LBS) 25 25 DESIGN MANUFACTURER MODEL NUMBER VWM8012S4 VWMB030S4 z TOTAL AIR (CFM) 347 776 VENTAIR CFM — — EXTERNAL STATIC PRESSURE IN. H2O - — `` ELECTRICAL SERVICE AVAILABLE 230/1 230/1 MCA MOCP 0,2 15 0.6 15 J DESIGN AIR ACROSS COIL (CFM) 347 776 GRAND TOTAL CAPACITY (BTU/HR) 12,700 28,600 TOTAL SENSIBLE CAPACITY BTU HR 11.900 28,200 ENTERING AIR TEMP. CF DB 75/63 15/63 HEAT/RMT COIL TYPE HEAT PUMP HEAT PUMP x TOTAL HEATING CAPACITY (BTU HR) 3,392 18,874 UNIT DESIGNATION ` HP-1 MODEL NUMBER VPA048H4M TOTAL CAPACITY (BTU/HR) 48,000 TYPE OF FAN PROPELLER:' No OF FANS 2 AMBIENT AIR TEMP. CIF DB 95 COMPRESSOR TYPE INVERTER/SCROLL No OF COMPRESSORS 2 REFRIGERANT TYPE R-410A CAPACITY OPERATING RANGE 20% - 100% COMPRESSOR (MCA/MOP) 31 45 ELECTRICAL SERVICE AVAILABLE 230/1 OPERATING WEIGHT (LBS) 209 OUTDOOR DIMENSIONS H x W x D IN) 52-1 4 x 35-3 8 x 13-1 4 SEER 16 LIQUID LINE / SUCTION LINE (IN) 318 - 5 8 VIRC LATH FAN 9C FEV.LE UNIT DESIGNATION EF-1 KITCHEN HOOD AREA SERVED BATHROOM KITCHEN OPERATING WEIGHT LBS. - - FAN INTERLOCK - - LOCATION BATHROOM KITCHEN FAN TYPE CEILING HOOD FAN TOTAL AIR, CFM 100 300 DRIVE TYPE DIRECT DIRECT FAN WHEEL TYPE CENTRIFUGAL CENTRIFUGAL FAN TIP SPEED, FT/MIN. MAX - - FAN SPEED, RPM EXT.STATIC PRESSURE, IN OF H2O 0.1 0.1 FAN MOTOR HP (NON OVERLOAD) 1/4 1/4 FAN MOTOR STARTER TYPE - - STARTER FURNISHED BY - - ELECTRICAL' SERVICE AVAILABLE 115/60/1 120/60/1 MASONRY/ROOF OPENING REQUIRED - - DESIGN' MANUFACTURER DELTA BREEZ - DESIGN MFGR. MODEL NUMBER SLM50' - SERVICE SWITCH YES YES SMOKE DETECTORS (DUCT MNTD) ; NO NO J2 FIRE DAMPER NO NO �F5 CONSTRUCTION STEEL STEEL BACKDRAFT DAMPER YES YES c� BIRDSCREEN YES YES a SOLID STATE SPEED CONTROL YES YES THERMOSTAT CONTROL NO NO FACTORY FABRICATED CURB 24" - - BRICK VENT (PN) - - SONES 1.0 5.5 1PaROVIDE ELECTRICAL DISCONNECT SWITCHES FOR EACH HP & FCU.S� 2. COORDINATE FINISH COLOR WITH ARCHITECT PRIOR TO ORDERING MATERIAL. 1. ALL FANS SHALL HAVE AMCA CERTIFIED RATINGS. 3, PROVIDE VRV HEAT PUMPS WITH MANUFACTURER'S REFRIGERANT CHARGE. 4. PROVIDE MANUFACTURE'S CENTRALIZED CONTROLLER WITH WEB BROWSER CAPABILITIES ELECTRICAL CONTRACTOR SHALL PROVIDE POWER & DATA TO CONTROLLER LOCATION, COORDINATE FINAL LOCATION W/ OWNER. 5. CONTRACTOR SHALL BE CERTIFIED BY THE MANUFACTURER TO INSTALL MANUFACTURER'S VRV SYSTEM. 6. PROVIDE MANUFACTURER'S 1-YEAR PARTS AND LABOR WARRANTY WITH A 10 YEAR WARRANTY; FOR COMPRESSORS... 7. BASIS OF DESIGN IS LENNOX, OTHER ACCEPTABLE MANUFACTURER'S CONTINGENT UPON COMPLIANCE WITH THE CONTRACT DOCUMENTS ARE SAMSUNG,-TRANE, LG. DESIGN PARAMETERS SUMMER CONDITIONS 75' F DB 91' F DB 4 50%'RELATIVE HUMIDITY 78' F,WB WINTER CONDITIONS 68' F 'D8 46' F DB 0 Piping Diagram Fausto Rivas ON: & Partners .1 Architects • . • • •:0 0 • • • • • • • • FR&P (TRAP) STUDIO 9200 NW 27TH AVE MIAMI, FL 33147 WWW.FRAP.STUDI'O TEL 305 409 0552 Orawrngs are subject b modification or change as required by actual measurements, standard industry practices in fight ofexsting!strudurat and: other condifions, applicable building codes, and tbe like. Them, plans amandshallreui olbeprupertyofFR&PStu&andxWnot besold nreproducedwithout irsprior written consent FR&P StudiD shall be nofdiad of any changes required by actual conditions as afaressid prior to sutmiission of any phase for construction. 2017, Fausto Rives & Partne lnc. G�� P Rpp�, O e• VAC ly a Vn a • REGISTRATION STATE OF _ PROFESSIONAL OF RECORD: IO`A. j �w REGISTRATION: 56198[GAL Qh + r N 41 � C?� STRUCTURAL ENGINEER MEP ENGINEER JALRW ENGINEERING GROUP, INC. 2510 NORTHWEST 97TH! AVE, SUITE'220,. DORAL FL 33172 TELEPHONE: (305)594-0660 FAX: (305)594-0907 STATE OF FLORIDA • CERTIFICATE OF AUTHORIZATION #4290 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL 33165 305.551.1262. LA 6666671 CIVIL ENGINEER CONTRACTOR OWNER MIAMI ASSOCIATION OF'RENJORS 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SIN 63RD TR KEY PLANT SHEET TITLE HVAC FLOOR PLAN SHEET NO. M201 6096 000 0 00000 000 0 0 06 V .2 M 06 00 rn 4) 0 3: 0 CL 0 It V) 0 06 0 0 00 10*1 M 0- cn 00 DOUBLE NUTS WRENCH TIGHT 3- MIN. 6' MAX. 22.5! MIN. AWGU ROOF MOUNTED WASHER 1-1/2- O.D.Xl@G. 5/8" EYE BOLT DOUBLE CABLE CLAMPS TYP. AT ALL POINTS TURNBUCKLE • MIN. 1-3 0 RIGID, CONDUIT SLEM UNISTRUT CHANNEL 60' ONE PARTITION TOGALVANIZED THE OTHER PARTITION • ON EACH FLOOR. THROUGH THE CORRIDOR OR SMOKE/FIRE211 COMPARTMENT. FIRE CAULK SEAL TO PARTITION. REFRIGERANT PIPING (TYP.) REFRIGERANT PIPING INSULATION SURFACE MOUNTED CHANNEL ANCHORED THROUGH THE BACK OF THE CHANNEL AND/OR ROOF PENETRATING EQUIPMENT 5/16" 6X7 GALV. WIRE ROPE GUY 5/8- EYE BOLT, IF FASTENED TO STEEL, TO BE DONE SAME AS TOP EYE BOLT. IF INSERTED IN CONC. USE "RED HEAD* R-58 SELF DRILLING CONC. ANCHOR & EYE BOLT W11-11r MIN. THREAD DEPTH NOTE 1. EACH OF 4 CORNERS OF ROOF MOUNTED EQUIPMENT TO BE GUYED IN THIS FASHION. ALL HARDWARE TO BE GAUV. OR CADMIUM PLATED FORGEDSTEEL ASTM-A-325. 2. APPLIES TO ALL ROOF MOUNTED EQUIPMENT HURRICANE SUPPORT DETAILS NTS SECURE WITH PLASTIC INSULATION STRAP TO INSULATION REFRIGERANT LIQUID LINE ADJUST THIS PIPE CLAMP SMOKE OR FIRE RATED COMPARTMENT 3% 16 GAL SHEET METAL SADDLE FOR INSULATED PIPES: 1/4' THICK NEOPRENE SLEEVE FOR UNINSULATED PIPES. PACK WITH MINERAL WOOL AND FIRE CAULK PER UL LISTED ASSEMBLY REMGERAW PIPES PER ASHRAE STANDARD 15, THE REFRIGERANT' LINES CROSSING A FIRE OR SMOKE RATED PARTITION REFRIGERANT PIPE RISER SUPPORT DETAIL OR CORRIDOR SHALL BE SEPARATED FROM THE OTHER SPACES, PROVIDE A RIGID GALVANIZED N.T.S. THRU SLAB CONDUIT TO PROVIDE THE SEPARATION, REFRIGERANT PIPING SEPARA11ON DETAIL N.T.S. STRAP HANGERS TRAPEZE HANGERS —HANGER / STRAPS"---- STRAP OR - 60" MAX. N""-UNLESS FOOT ANGLE OF STRAP IS ROD PLACED UNDER A BOTTOM REINFORCEMENT, X1 I" MINIMUN i ion SCREWS SCHEWS MAY BE SIZE BOLTS OMITTED IF FOR LOAD DIMENSION IN FIELD STRUCTURE HANGER LOOPS STRAP-\ AS REQUIRED STRAP HANGER REFRIGERANT SUCTION LINE HANGER LOAD RATED INSULATION SECURE WIRE FASTENERS END VIEW INSULATION 0 17= oe ADJUST THIS REFRIGERANT LIQUID LINE ROD DIMENSION IN FIELD AS,REQUIRED DIA. 26 REFRIGERANT SUCTION LINE SADDLE 50" DIA. 24' DIA. 4. INSULATION SADDLE SUPPORT MAX. MAX. fi BAND OF SAME SIZE SIDE VIEW AS HANGER STRAP. Musa: I- PROVIDE ISOLATION BETWEEN DISSIMILAR METALS 2- PROVIDE SADDLE PROTECTION AT EACH SUPPORT WICAL REFRIGERANT PIPING ,rs-7 HANGER STRAP t WASHER & NUT -RETAINING CUP!i NUT & WASHER HANGER ROD HANGER ROD U POWER ACTUATED STUDS INTO 6-b C-CLAMP W1 RETAINING CLIP MR (STRUCTURE OR DECK) 6 b C-CLAMP W/ LOCK NUT (OPTIONAL) NUT ,& BOLT WASHER MAY BE 3 OMITTED WITH 100 LB. MAX LOAD ON 22 GA..STRAP':WASHER MEN FOLDED FRICTION CLAMPS WASHER MAY BE OMITTED WITH 100 LB. MAX LOAD ON 22 GA. STRAP WHEN FOLDED am 4 �� Nusto Rivas • & Partners lzxm •...• Architects 0 000 0 :10 0 41, 0 FR&P (FRAP) STUDIO 9200 NW 27TH AVE MIAMI, FL 33147 WWW.FRAP.STUDIO TEL 305 409 0552 Drawirgs are subject lo modification or dwile as required by actual measurements, standard industry prectices; in fight of exisfing structural and other conditjons, applicable building codes, and the like. These plaru; areandshafemarn lhepr*MydFR&P tad kvm)d sW nof be sold orreproduccO m1hout Tsprw w-ftri consent. FR&P Studio shad be notified of any chwWs required by actual conditions as aforesaid prior to submission of any phase for sNnshucticst. 2017, Fausto, Was & Partr Ors Inc. 41 No. 561980- C At REGISTRATION (10.. STATE OF PROFESSIONAL OF RECORD: itQ61(m. _26;; ople, 111w _r DISCIPLINE: MECHANICAI . . REGISTRATION: 56198, k slONAL STRUCTURAL ENGINEER MEP ENGINEER JALRW ENGINEERING GROUP, INC. 2510 NORTHWEST 97TH AVE, SUITE. 220, DORAL, FL 33172 TELEPHONE: (305)594-0660 FAX: (305)594M07 STATE OF FLORIDA * CERTIFICATE OF AUTHORIZATION #4290 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL 33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR OWNER 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE ER A HVAC GENErxtAL DETAILS SHEET NO. M301 ELECTRICAL SYMBOL LEGEND 9 DUPLEX RECEPTACLE, 20A, 125V, 18" AFF ® DUPLEX RECEPTACLE, 20A, 125V, RECESSED FLOOR MOUNTED DUPLEX RECEPTACLE 20A, 125V. 6-INCHES ABOVE COUNTER OR AS NOTED. QUAD RECEPTACLE, 20A, 125V, 18" AFF SINGLE RECEPTACLE, 20A, 125V, 18" AFF SINGLE SPECIAL PURPOSE OUTLET, 30A - 60A, 240V, 18" AFF GFCI DUPLEX RECEPTACLE, 20A, 125V, 18" AFF. m GFCI DUPLEX RECEPTACLE 20A, 125V. 6-INCHES ABOVE COUNTER OR AS NOTED. JQ JUNCTION BOX CEILING FAN OUTLET BOX MOTOR RATED SERVICE SWITCH. 20A, OR AS NOTED (� MOTOR NON —FUSED DISCONNECT SWITCH Eli FUSED DISCONNECT SWITCH = ELECTRIC PANEL, 240/120 VOLTS sPn SURGE PROTECTION DEVICE S SINGLE POLE SWITCH, 42" AFF, 120V, 20A S3 THREE-WAY SWITCH, 42" AFF, 1201, 20A 4 S FOUR-WAY SWITCH, 42" AFF, 12OV, 20A S DIMMER SWITCH, 42" AFF, 126V, 20A rF TRANSFORMER ® DOORBELL TELEVISION OUTLET, 18" AFF OR AS NOTED, CONFIRM LOCATION WITH DEVELOPER AND INTERIOR DESIGNER PRIOR TO ROUGH -IN. COMMUNICATIONS OUTLET, 18" AFF OR AS NOTED. CONFIRM LOCATION WITH DEVELOPER AND INTERIOR DESIGNER PRIOR TO ROUGH -IN. SD C0 COMBINATION SMOKE/CARBON MONOXIDE ALARM DETECTORS. DETECTORS SHALL BE HARDWIRED AND INTERCONNECTED WITH A DEDICATED CIRCUIT. tWH 1 EWH-X ELECTRICAL WATER HEATER 4 FLOOD LIGHT WITH PHOTOCELL AND MOTION SENSOR Q WALL BRACKET LIGHT FIXTURE ABBREVIATIONS GFCI GROUND FAULT CIRCUIT INTERRUPTER AFCI ARC FAULT CIRCUIT INTERRUPTER WP WEATHERPROOF BFE BASE FLOOD ELEVATION ECB ENCLOSED CIRCUIT BREAKER w c 0 L M / r w LI w V) I 4 0© O O too to 3 .o N m 3 O a 41 0 4- 0 41 a 0 41 0 V) I 0 t6 a co / A to co a �� 00 ELECTRICAL NOTES 1. PROVIDE 2" CONDUIT EACH TO PROPERTY UNE FOR TELEPHONE & CABLE TV SERVICE. COORDINATE EXACT LOCATION OF SERVICE POINT AND EXACT LOCATION OF ENTRY POINT AT RESIDENCE WITH UTILITY COMPANIES. 2. RIGID GALVANIZED STEEL CONDUIT SHALL BE USED WHERE EXPOSED UP TO 4 FEET AND SUBJECT TO MECHANICAL INJURY OR IN DAMP OR WET LOCATIONS. 3. STEEL RACEWAY INSTALLED UNDERGROUND SHALL BE PAINTED WITH TWO COATS BITUMASTIC PAINT. 3. RIGID PVC IS PERMITTED TO BE USED ,FOR UNDERGROUND SERVICE AND FEEDER CIRCUITS. 4. NMC WIRING IS PERMITTED TO BE USED FOR BRANCH CIRCUITS WITHIN DWELLING UNIT. 5. WALL OUTLET BOXES SHALL BE 4" SQUARE WITH SINGLE GANG RING. CEIUNG OUTLET BOXES SHALL BE 4" OCTAGON OR SQUARE. FAN OUTLET BOXES SHALL BE ADEQUATELY SUPPORTED. 6. CONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL PANELS, WIRING DEVICES, CONDUIT, WIRING, MISCELLANEOUS SYSTEM, ETC. AS SHOWN ON PLANS OR AS REQUIRED FOR A COMPLETE ELECTRICAL INSTALLATION. 7. FIXTURES AND LAMPS SHALL BE FURNISHED BY THE DEVELOPER AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. 8. PANELBOARD .ALL CURRENT CARRYING COMPONENTS SHALL BE COPPER. SPLIT OR TWIN TYPE BREAKERS ARE NOT ACCEPTABLE. 9. DISCONNECT SWITCHES SHALL BE GENERAL DUTY. 10. PROVIDE PULL WIRE IN EACH EMPTY RACEWAY. 11. CONTRACTOR SHALL DO ALL CUTTING, SLEEVING, EXCAVATING AND BACKFILUNG NECESSARY FOR THE INSTALLATION OF HIS EQUIPMENT AND THE PATCHING THEREAFTER. 12. CONTRACTOR SHALL INSTALL ELECTRICAL COMPONENTS AND CONTROL DEVICES FURNISHED BY OTHER TRADES AND COMPLETE WIRING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND APPROVED WIRING DIAGRAMS. ELECTRICAL EQUIPMENT FURNISHED BY OTHERS WILL BE CONNECTED UNDER THIS PROJECT INCLUDING ALL NECESSARY WIRING, CONDUIT, AND FITTINGS. CONTROL WIRING SHALL BE UNDER THE SUPERVISION OF THE SUB —CONTRACTOR FURNISHING THE EQUIPMENT. 13. ELECTRICAL WORK SHALL COMPLY WITH ALL APPLICABLE LOCAL ORDINANCES AND NATIONAL CODES AND WITH UTILITY COMPANY REGULATIONS. 14. PRIOR TO INSTALLATION OF ROUGH ELECTRICAL WIRING CHECK NAMEPLATE DATA OF AIR CONDITIONING EQUIPMENT, HOT WATER HEATERS, AND OTHER EQUIPMENT TO OBTAIN CORRECT WIRE SIZES AND OVERCURRENT PROTECTION. 15. ELECTRICAL INSTALLATION SHALL CONFORM TO REQUIREMENTS OF N.E.C. 2014 EDITION. 16. CONTRACTOR SHALL PREWIRE ALL TELEPHONE OUTLETS WITH 8/C #24 CAT6 CABLE RUN IN PARTITIONS AND TERMINATED IN MEDIA BOX.. 17. CONTRACTOR SHALL PREWIRE ALL TELEVISION OUTLETS WITH RG58U COAXIAL CABLE RUN IN PARTITIONS AND TERMINATED IN MEDIA BOX. 18. ALL 120—VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN THE DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS SHALL BE PROVIDED BY A LISTED ARC —FAULT CIRCUIT INTERRUPTER, COMBINATION —TYPE IN THE ELECTRICAL PANEL ENCLOSURE AND RECEPTACLES SHALL BE LISTED TAMPER —RESISTANT. 19. ALL GFCI RECEPTACLES DESTINED FOR OUTDOOR USE SHALL BE WATER RESISTANT AND SHALL BE PROVIDED WITH WEATHER—PROOF COVERS. . . ..... ... , , NO= Fiusto Rivas 0 0 0 0 Partners Architects , , , ""` ` 0 0 0 0: 0 000 ' FR&P (FRAP) STUDIO 9200 NW 27TH AVE MIAMI, FL 33147 WWW.FRAP.STUDIO TEL 305 409 0552 Draw ngs are subject to modification or change as required by actual measurements, standard industry practices in fight of existingstructural and other conditions, applicable building codes, and the like. These Plans are and shag remain fhepmperfy of FR&P Studo"shelf not be sold orreproduced without it'spnor written consent. FR&P Studio shall be notified of any changes required by actual conmonsas aforesaid prior to submission of any phase for construction. 2017, Fausto Rivas & Partners hnc. r:.-_N0. F •tP 55340 REGISTRATIONTATE OF • PROFESSIONAL OF RECORD 1,1_ $ IvTtA�'••` �ti DISCIPLINE ELECTRICAL C� REGISTRATION:55340 rtsJONAL STRUCTURAL ENGINEER MEP ENGINEER JALRW ENGINEERING GROUP, INC. 2510 NORTHWEST 97TH AVE, SUITE 220, DORAL, FL 33172 TELEPHONE: {305}594-0660 FAX: (305)594-0907 STATE OF FLORIDA * CERTIFICATE OF AUTHORIZATION #4290 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MIAMI, FL 33165 305,551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR OWNER MiAMi ASSOCIAMON OF REALTORS 700 S. ROYAL POINCIANA BLVD. Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE ELECTRICAL GENERAL NOTES, LEGEND SHEET NO. 0 m v 0 w t W ,_ V I 0 06 0 0 CID 0 4. 0 a 7 41 s a 0 V) I 0 00 0 0 00 i T I J 25 WING ROOM —� OWEUMG UNIT LOAD CALCULATIONS UNIT TYPE 462 SOFT UNIT Ttt'TAL 1911 CITY, UNIT VA KVA GEN.. LTQJRECEPT, (NEC', 2218.2(6)(1)) 482 SOFT' a 1.4 LAUNDRY CIRCUIT (NEC 22 62(1'01} 1, EA 1500 1.5 SMALL APPLIANCES(NEC 22032 (A)) 3 r T($f 1$00 4.5 DI&HWASHER t EA 1200 1. DISPOSAL, 1 EA 690 V RMGE HOOD 1 E:A[ 400 0.4 RWRIGERAeTOR 1 EA 1200 12 CLOTIIES D YER (NE(=.54) I EA 6040 &0 ELEC7RIG RANGE 00 220. ) 1 EA' 80Q4 &Q INSTANT WATER HEATER 1 EA 16000 1" T07AL GENERALLOADS (NEC 220.E 6)(11 II3)(4)I 39.9 KVA FIRST 10XVAC1i00% 100 KY'A ReMDLR 40% 124 KVA TOTAL GENERAL DEH1A"OLOAD 22.0 FCY *' HEATING LOAD (41CAT1 S I 0 AMPS' 0.0 KVA HEAT FLIMP'LOAD) 100% 24;8 AMPS rr.r.rrrrr..r.rr.r.rw+r.rrr�Wr.rr+,rr+ra rwrrr.rrrriYrrr..rr�rr.fw .. ....._. ,. 6.0 KVA ,. r INDOORFAILOM DS AMPS 02 KVA NW LOAD (PER NEC220J24LARGIST OF HEATING OR -COOLINQ) &I KVA TOTAL CONNECTED LOAD 391 + 6.1 0 'KVA T07AL DEMAND LOAD 22.0 * 61 m 2 1 KVA 221 K1►A. i@24fAu 10 ® 1"J AMPS MlkN M SRa*R OR METER CIENMA BREAKER SIZE: N ' AMP 3 COPPER FEEDER SIZE; S # IM A 1116(C3) -1112" C. ALUMINUM FEEDER SIZE: 2M ,A 00) -1 1112" C. *" NON-CONOWRRE.NT L[ F_ — — — —7 MEDIA COMBO MAIN/METER L _ _ _ — � INTERFACE ELECTRICAL SERVICE. F_ — — — — 7 H-1,3 BOX SEE RISER L_ J ELECTRICAL FLOOR PLAN SCALE: 1/2" = T-0" 75 Deg. THWN IN CONDUIT. MIN. 2'-0" COVER. REFER TO CALULATION FOR SIZE PANEL ELECTRICAL RISER DIAGRAM SCALE: NTS PANEL H VOLTAGE (L—N): 120 ENCLOSURE TYPE:. NEMA 1 VOLTAGE (L—L): 240 MOUNTING: RECESSED PHASES, WIRES: 1 c , 3 W AIC RATING: 10000 MINIMUM BUS CAPACITY (A): 150 A NOTES: ---- MAIN RATING (A)t 150 A AMPS MLQ CKT NO DESCRIPTION TRIP AMPS POLE PHASE LOADS (VA) POLE TRIP ;:AMPS DESCRIPTION CKT NO A B 1,3 CU-1 50 2 �,.r.i .. ' ``r` r 2 15 AC-1/AC-2 2,4 5.7 RANGE 50 2 > `.',r `. '. + ' yY 1 ' 3 a .r ,. , ^ ... '. ' 2 20 INSTANT WATER HEATER 6.8 9.11 DRYER 20 2 , .,`' ,; ` �� ` ` ` � .. n. � � 1 20 WASHER 10 12 DISHWASHER 20 1 f Yw K ,. ,,.F.. .,',` ;F_ 1 20 EXTERIOR RECEPT. 13 14 RESTROOM RECEPT. 20 1 „r rfisl...°. , ," ;°. ,F ` P " r� 1 20 SPARE 15 16 RANGE HOOD 20 1 �� }wa,= ,�,� i,�n, F il �r�� ,i , ..,,� , .r. �� 1 20 _ SMALL APPLIANCES 17 18 DISPOSAL 2.0 1 ;, , .. ,...: p F J . . X t r 1 20 RECEPT. 19 20 REFRIGERATOR 20 1.. " '. ' _' ., 1 20 GENERAL LIGHTING 21 22 RECEPT. 20 1 �.Y' mx..a`�rt `., a.Y,.'.,��"���' 1 15 GENERAL LIGHTING 23 24 RECEPT. 2.0 1 ".,' m'.`r 5=:, r ;r `,'. , ` a ..., �.z,'. �� 1 15 GENERAL LIGHTING 25 , 26 SPARE 20 1 ., r . 1 20 FLOOD LIGHTS 27 28 SMOKE DETECTOR 15 1.'...t:' 1 15 MEDIA BOX 29 30 SPARE 20 1 1 20 SPARE 31 32 SPARE 20 1 gAw MC 1 20 SPARE 'I, 33 34 SPARE 20 1 h, i 1 20 SPARE 35 36 SPACE 20 1 'r �� ��� 1 20 SPACE 37 38 SPACE 20 1 �. �.� � � ,�,r �,� �� �p,J ,..;�.,, , � � rt,a ��;�..�>_���� 1 20- SPACE 39 40 SPACE 1 20 1 �,.. �,�f .� V ! h ,.� � 1k>'n x t t J� } �a���� 1 20 SPACE ' 41 42 SPACE 20 1 rrtar krrv-%r) o i vuly 9200 NW 27TH AVE MIAMI, FL 33147 WWW.FRAP.STUDIO TEL 305 409 0552. GrawiMs are subject to modification or change as required by actual measurements, standard industry practices in light of existing struchnal and other conditions, appgcable building; odes, and the like. These plans are and abalP remain lhepmperty atFR&P Studband shall M be sold or reproduced rrilhout irsprior written consent. fR&P Studs shag be notified of any changes required by actual conditions as aforesaid prior to submissron at any phase foroonstruclwn. 2017, Fausto Rivas & Partners Inc. L� 1 S�. le" � �>r� No. 55340 += REGISTRATION -o STATE of PROFESSIONAL OF RECORD E,L�1$ 641r40. ski REGISTRATION: 4 L ONAI-OC STRUCTURAL ENGINEER MEP ENGINEER ,JALRW ENGINEERING GROUP, INC. 2510 NORTHWEST 97TII AVE, SUITE 220,. DORAL, FL 33172 TELEPHONE: (305)594-0660 FAX:(305)594-0907 STATE OF FLORIDA * CERTIFICATE OF AUTHORIZATION #4290 LANDSCAPE ARCHITECT MARI'ANO CORRAL 3001 SW 109 CT MIAMI', FL 33165 305.551',9262. LA 6666671 CIVIL 'ENGINEER CONTRACTOR OWNER MIAMI ASSOCIATION OF REALTORS 700 S. ROYAL POINCIANA BLVD.. Suite 400 MIAMI, FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN' SHEET TITLE ELECTRICAL FLOOR PLANS SHEET NO. L C Q U) 0 1 m r 7 0 0 IL �I w Ln 0 06 0 0 3 V 0 o6 0 co M PLUMBING FIXTURE CONNECTION SCHEDULE NO. DESCRIPTION DRAIN CW HW MANUFACTURER / MODEL SK COUNTERTOP SINK 1'71/2" 1/2" 1/2" REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE SPECIFICATIONS REF REFRIGERATOR - 1/2" - REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE SPECIFICATIONS DW DISHWASHER 11'-1/2M - 1/2" REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE SPECIFICATIONS WM WASHER MACHINE 3" 1/2' 1/2" REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE SPECIFICATIONS L LAVATORY 1-1/2' 1/2- 1,/2" 1/2" REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE SPECIFICATIONS SH SHOWER 2" 1/2- /2" REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE SPECIFICATIONS WC WATER CLOSET 3" 1/2" - REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE SPECIFICATIONS SEE FLOOR PLAN AND WATER ISOMETRIC FOR HW REQUIREMENT AND SPECIFICATIONS, FOR ADDITIONAL INFORMATION. ELECTRIC 'WATER HEATER SCHEDULE N0. LOCATION KIN VOLTAGE ELEM. MANUFACTURER/MODEL. REMARKS EWH UNDER SK 16 220 V 2 TITAN/N160 _ �w�iv-vu i COVER ,ate, o,}o, 1 04, !? 0 �' ° 0 yo STAINLESS STEEL COVER �roor pcyQ r00 �. 00, SCREWED TO THREADED 0.4 , r� C.O. Pl3lG 127 1:2 x8" POURED CONC. BLOCK WHEN SAME SIZE AS FACE OF WALL CLEANOUT IS NOT IN PAVED AREA SEWER -MAX. SIZE 6" 2-WAY, CLEAN GRAM � MJ--TYPE GLEAN-C)LIT TYPICAL CLEAN -OUT DETAILS N.T.S. *A" DIMENSION, MINIMUM DIA. __ .----"A" DIMENSION, MINIMUM DIA, B (INCHES) ADJUSTEILE CLEM AWLIUME SWIVEL FM HANGER HANGER PPE GEE A e PPE SIZE A B 2.54cm [1 "] 95cm [3/9" ] .32cm [1 /B"] i 6.16cm [41 .95cm [3/81 .63cm [1/41 3.17cm [1 1 /4"] .95cm (3/8" ] .32cm [1 /81 15.24cm [61 1.27cm [1 /21 .63cm [1/41 3.81cm [1 1/21 .95cm [3/8" ] .32cm (1/81 20.32cm [81 1.27cm [1/21 .63cm [1/41 5.08cm [21 .95cm [3/8" ] .63cm [1/41 25.4cm [101 1.58cm [5/81 .63cm [1/41 6.35cm [2 1/2 ,95cm [3/8" ] .63cm [1/41 30,48cm [121 1.58cm [5/81 .63cm [1/41 7.62cm [31 .95cm [3/8" ] ,63cm [1/4"] f ANCER SPACE HANGER ROD SCHEDULE 2. STEEL PIPE: IMUM 12 FT. SPACING. . PROVIDE PIPE CLAMP AT EACH FLOOR FOR A RISERS PENETRATING FLOOR. PLUMBING GENERAL NOTES LEGEND AND SCHEDULES SCALE: NTS I TABLE OF WATER HAMMER 'ARRESTOR P.D.I. UNITS A B C D E F FlXTURE UNITS 1-11 12-32 33-60 61-113 -114-154 155-330 SIZE 1/2" 3/4• 1• 1 1/4" 1 1/2r 2• MAXIMUM FLOW RATES AND CONSUMP" 10N FOR PLUMBING FIXTURES AND FfMNG8 PLUMBING FIXTURE OR FIXTURE FITTING MAXIMUM FLOW RATE OR QUANTITY(o) LAVATORY, PRIVATE 1.0 GPM AT 60 PSI SHOWER HEAD 1.5 GPM AT 60 GPM SINK FAUCET 1.0 GPM AT 60 GPM WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE DISHWASHER (RESIDENTIAL) 6.5 GALLONS PER CYCLE OR LESS WASHING MACHINE WATER FACTOR OF 8 OR LOWER (a) IN ACCORDANCE WITH MIAMI-DADE COUNTY TABLE 604.4 3/4* GOOSENECK RELIEF AGAINST EXTERIOR WALL SURFACE MARKER OF OR COL. DRYWALL LOCATION FIN'. GRADE CONCRETE COVER WITH HANDLE CONDENSATE DRAIN (TYP.) " � I"� �a•A rv��irolrrr no Fausto Rivas •MC: • &Partners 6% Architects #••.. • • . • • 00000 • • • • • • • • • • FR&P i(FRAP) STUDIO 9200 NW 27TH AVE MIAM1, FL 33147 WWVW.FRAP.STUDIO TEL 305 409 0552 Drawings are subjed.to mod liication or change as required by actual measurements, standard industry practices in light of exisiing structural and other conditions, applicable building codes, and the Re. These plans am and shal cemoih the property of FRdP Shidioaodshad not besold or eelwoducedwithout it's prior mitten consent FR&P Studio shall beno9ified of any changes required by actual conditions as aforesaid prior to submission of any phase for construction. 2017, Fausto Rivas & Partners Inc. 'lO���� ,••-. NCO. 42459 a t k REGISTRATION yo STATE OF PROFESSIONAL OF RECORD: 4. P w DISCIPLINE: MECHANICAL REGISTRATION: 42459 6` •' • • •'; "` ,'OfgAi- E STRUCTURAL ENGINEER MEP ENGINEER JALRW ENGINEERING GROUP, INC. 2510 NORTHWEST 97TH AVE.. SUITE 220., DORAL„ FL 33172 TELEPHONE: (305)594-0660 FAX:(305)594-0907 STATE OF FLORIDA * CERTIFICATE OF AUTHORIZATION #4290 LANDSCAPE ARCHITECT MARIANO CORRAL 3001 SW 109 CT MAW, FL 33165 305.551.1262 LA 6666671 CIVIL ENGINEER CONTRACTOR OWNER MIAMI ASSMATIOR OF'REALVORS 700 S. ROYAL POINCIANA BLVD.. Suite 400 MIAM I,. FL 33166 REVISIONS ISSUE DESCRIPTION ISSUE DATE PROTOTYPE HOME 6180 SW 63RD TR KEY PLAN SHEET TITLE PLUMBING GENERAL., NOTES, LEGEND AND DETAILS SHEET NO. '11 in a 0 m i CP w r Cn I 0 C6 0 fa i C) v t» 0 v CL A 0 .r- O L a- Q 0 0 1 r Q c6 0 0 00 t� 00 0 00 �r I--IF--II--1 P 1�.nsi I CO TIE TO EXI n 11 II I SAN. LINE. � II II VERIFY EXACT JL JL J LOCATION PLUMBING PLAN SCALE: 112" = V-O" WATER METER IRRIGATION SUBMETER DRYWELL 9200 NW 27TH AVE ;J MIAMI, FL 33147 WWW.FRAP.STUDIO TEL 305 409 0552 Draw subject, change. F n9s arts ubP 9 required 6y setael masurements, standard industry 1 V n ` practices in light of existing, structural structural and other conditions, appBeab� ceding, codes, and the Ike_ These 1r' I J plane am and shOymam*&pr1pertyofFA&P%dbBndshanot beadd nrreproduced m1houtit's prior Ir wtitlen consent FRO ShAjo,shell be twfded of any changes required by actual conditions as aforesaid t`. prior to situnission of any phase forconstruchm-2017, Fermin, Rivas B Partners Inc. I,. M' All • NCO. 42469 '; ' 1 rr� 7k * • 7�C Z REGISTRATION �o STATE OF 4.1 I .... A "I PROFESSIdNAL OF RECORD: ..., �«.41 o�aw DISCIPLINE., MECHANICAL A ��� I ,REGISTRATION: 42459 ONA'L 'A: I STRUCTURAL ENGINEER 3 11�?► I I Io .1 _: _ -.rs' ` .. # - ,. _.. _.�. .. _ -.. � ,. .._..... .... ,.. r. r. 1 i ! � _.,M ,. f s � .. .. -. -a .. k1 W� ;. � �. # ;. 4' �- 1