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GENERAL NOTES ZONING REGULATION FOR CITY OF SOUTH MIAMI(RS-1) SCALE:3116'=V-7 Q
1. THE CONTRACTOR IS RESPONSIBLE FORCONTACTING ANYGOVERNMENTAL AGENCIES NECESSARYIN ORDER LOT AREA 48,977 80.FT. S.
TOESTABLISH ANY UTILITY EASEMENTS OR LINES PESENTWITHIN THE PROPERTY PRIOR TO PERFORMING 22. THE ARCHITECTANTERIOR DESIGNERIOWNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP 4. SEALALL CEILING SPACES BETWEEN THE CONDITIONED FLOORS FROM OUTSIDE AIR. W e
ANYV/ORK THAT DOES NOT MEET HIGH QUALITYSTANDARDS OF THE VARIOUS TRADES INVOLVED. 1 a to x
42 VI DE THE ABSOLUTE MINIfAUM ATTIC VENTILATION,LOCATE THE NECESSARY SOFFIT VENTS ON THE MAX BUILDING COVERAGE ALLOWED PROVIDED , N Lo E-�
2. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS,UNLESS OTHERWISE CITED(U.O.W.) 23. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATION THROUGHOUT EXP E AWAY FROM THE LOCAL PREVAILING BREEZE. FIRST FLOOR 20%OF LOT: 9,795 SQ.FT. 9,795 SQ.FT. r w co O
THE PROGRESS OF THE WORK USE ONE SETOFDOCITNENTS EXCLUSIVELY FORTHIS JOB. SECOND FLOOR 60%OF FIRST FLOOR 5,877 SO.Fr. WA SO.FT. 54Y HIGH WHITE ALUM.PICKET .Z 00
3. ALL REINFORCING STEEL.SHALL BE DEFORMED BARS,AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 43, INSUETHAT SULATION IS PROPERLY DIM SUITED AND INSTALLED WITHOUT GAPS OR IN CONTACT WITH MAX IMPERVIOUS COVER.30%OF LOT: 14,693 SO.FT. 13,463 SO.FT. FENCEWIVERTIOAL PICKETS
PSI GRADE 60,AND NEETASTM A-36 SPECS. 24. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON COMPLETION OF THE SURFACESTHATT RAF. SPACED@ 4.O.C.(PROVIDE SHOP
WORK AS ACONDITION OF ACCEPTANCE AREA' DRAWINGS FOR FINAL APPROVAL)
4, ALL STRUCTURAL STEEL.SHALL HAVE AMINIMULA YIELD STRENGTH OF 36,000 P51,ANO MEET AM A-36 SPECS. 44. DO GTVENTILATETHE ATTI FORCED VENTILATION. FlRSTFLOORAA:: 6,820 SO.Fr, )
25. CEANIG AND DEBRIS REMOVAL.THE OWNER SHALL RECEIVE THE PROPERTY FREE FROM DUST,ALL GLASS GE 767 SO.Fr.
5. ALL DETAILING,FABRICATION AND PLACING OF REINFORCING BARS MUST FOLLOW THE ACI'MANUAL OF SURFACES SHALL BE CLEAN AND DEBRIS SHALL BE REMOVED FROM THE SITE.THE CONTRA SHALL MAKE 45. ASSURE THAT ALL FIREPLACE DAM TIGHTLYCLOSED. GARA ORAGE 78 SO.FT.
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES',O.N.O. EFFORT TO MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.LEFTOVER OR EALS COVERED ES: 1130 SO.FT.
CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS. 45 INSURE THAT THERE IS NO DUCT LEAKAGE. 9,795 SQ.FT.
6. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL,AJC,ELECTRICAL AND I
MECHANICAL DWGS.,TO LOCATED OPENINGS,DRAINS,SLEEVES,SLOPES,DEPRESSED SLABS,BOLTS,CURBS, 26. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION,AND FOR THE 47- KEEP ALL DUCTWORK SEPARATE FROM ALL OTHER DUCTWOR IC INSULATION,SULATION,AND BUILDING SETBAKCS ALLOWED D i
ETC. SEQUENCES AND PROCEDURES TO BE USED. CONSTRUCTION MATERIALS. \\1�.g FRONT: W-V '�•
REAR: 25'-0'
48. SLABS OVER
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI-00 ETC.•SPECIFIC 0 S 0 27 THE ARCHRECTURALAND STR RALDRAWI SHALL RN THE I CRAYASPACES UNCONDITIONED SPACES SHALL BE SEALED AND U TED UNDE SIDES:
1 ATI N FOR UCN GSS COVE TH LOCATIONS OF RNEATH 1T-6'UPT01T41"HIGH \
CONCRETE FOR BUILDINGS.'. THE CONCREEBEAMF INTERERING WITHCDUCT ORPUMBINGFOTURES EXACTECTBFNEFORMINO 25'4Y ABOVE IT-0'HIGH Z f /�' FRONT VIEW
ANYATIONF O BEAM ECHARFERINGWTTHCA DUCT TOA ACCOMMODATE T9EABOVECONDITI.ANY 49. MAINTAIN
EMPE TEMPERATURE OF THE AT ALL ATTIC AIR IS HIGHER' ESKIN S9
e. FORM.'LOFFORMWORKSHALL BEINACCORDAN(EWITHACI-34 7RECOMMF�'DEDPRACTICEFORCONCRE7E MADE WITHOUT THEMECHANISTTOT EOWNLPUNSTOACCOMIAOOATETHEABOVECONDITIONSSHALL BE 50. TEXTERORTANDADJACENTWALI-S SHALL BE SEALED AT THE FOLLOVANGLOCATIONS/SPEA FLORIDA BUILDING
THAN 2D% BOTHBIDESGTE
FORM.' NADEWTTHOUI'ADOITIONAL COST TO THE OWNER. THAN 20%OF LOT WND j327� KIWI'+20'-0'=325'
FENCE POST EMBEDDED IN
B. DO NOT SCALE DRAWINGS,DIMENSIONS GOVERN. 28. THE CONTRACTOR SHALL PRODUCE,BY MEANS OFSHOP DRAWINGS,ALL ADDITIONAL DETAILS WHICH ARE CODE,LATEST EDITION. CONCRETE BY FENCE COMPANY
INFERABLE FROM THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF-THE LEGAL DESCRIPTION: 'C\•C'`\'\
10. REARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,SIZE AND AMOUNT OF REARS ARE AS PER CONSTRUCTION. 1. BETWEEN WINDOWS AND DOORS AND THEIR FRAMES, TRACK 6 LESS THE WEST 161 FEET OF NELSON HOMESITES SUBDIVISION W
2 BETWEENVANDOWSAN DDOORFRAMESAND THE SURROUNDING WALL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT n ALUMINUM PICKET FENCE o
29. THE CONTRACTOR MUST FURNISH ALL LABOR,TOOLS,MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE EIWEEN GNDATI NAND E B IL-PLA PAGE 67 OF THE PUBLIC RECORDS OF MIAM-[JADE COUNTY FLORIDA.
11. NO TIE BEAMS SHALL BE FORMEDIPOURED PRIOR TO TRUSS SHOP DRAWINGS APPROVAL. THE CONSTRUCTION OF THIS JOB. 4. JOINTS BETWEEN EXTERIOR WALL PANELS AT CHANGES IN PLANE,SUCH AS WITH EXTERIOR SHEATHING AT
CORNERS AND CHANGES IN ORIENTATION. I SCALE:318"=1'-0' ^'
12. WINDOWMANUFACTURERTOVERIFYALL WINDOWOPENIGSATFIEL.DPRIORTOWINDOWPLACEMENT. 30. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE,THE ARCHECTSHALL ISSUE THE CONTRACTOR A 5. OPENINGS AND CRACKS AROUN D ALL PENETRATIONS THROUGH THE WALL ENVELOPE SUCH AS UTI LITY SITE NOTES 1�' .�
"PUNCHUST",INDICATING THE OBSERVED DEFICIENCIES IN THE WORK THE CONTRACTOR SHALL MAKE SUCH SERVICES AND PLUMBING,
13 WITHCONTRACTORBEFORE COMMENCI GOFWORKANDD DURING CONSTRUCTION SHALL BECOORDINATEDD CORRECTINSAND ACHIEVE FINAL COMPLETINWITHINUCAI.ENDARVIORIOGDAYS. 6 CONSTRUCTION.EFWEEN THE THECRACKBETWEENEXTERIORANDADJAACENTWAALLLBOTTOMPLATESAND LOORSSHALBE 1'ALL RAIN WATER SHALL BE RETAINED INTHINPROPERTY. p;• CONCRETE CAP I} r aaaa
WITHIN 48 HOURS IN ADVANCE PRIOR TO INSPECTION. 31. ANY OMISSION OF EQUIPMENT INSTALLATIONS AND MATERIALS SHALL BE PROMPTLY RECTIFIED.BY SEALED WITH CAULKING OR GASKET MATERIAL GYPSUM BOARD OR OTHER WALL PANELING ON THE INTERIOR P,pK,LAPPROACHES TOBECOORDINATED WITH STRFFTTREES,STREET LIGHTS. ET
CONTRACTOR UPON NOTIFICATION BY ARCHITECTIENGINEER/OWNER. SURFACE OF XTERIOR AND ADJACENT WALL SHALL BE SEALED TOTHE FLOOR,AND(WHEN ARPUCABLE) _ m
14. VER FY ALL DIMENSIONS ON DRAWINGS AND CONDITIONS AT JOB SITE PRIOR TO COMMENCING WORK NOTIFY 7. BETWEEN WALLS AND FLOOR WHERE THE FLOOR PENETRATES THE WALL. 5'-P HIGH WHITE ALUM.FENCE,
ARCHITECT OR OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN INTERPRETATION OR 32 ANY OTHER SERVICES NECESSARY FOR THE COMPLETION OF THIS JOB THAT MAY BE INVOL DERTHE DSCARINOSHALLCOMPLY WITH ALL LANDSCAPING REGULATIONS REQUIRED BYTHECITY OF IAMI SMOOTHSH(M) °0
B DESIGN TO MATCH ROLLING FINISH O O
DECISION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK DO NDTSCALE DRAWINGS, JURISDICTION OF THE FLORIDABUILDING CODE AND NOTSPECIFIED IN THE'GENERALNOT AN4 R 51. WALL&CEIUNGFINISHEB SHALL HAVE A FLAME-SPREAD CLASSIFICATION NOT GREATER THAN 200,ANDA GATES(PROVIDE SHOP I I tl1
DIMENSIONS GOVERN. SPECIFICATIONS"ARE THE CONTRACTORS SOLE RESPONSIBILITY. SMOKE-DEVELOPEDIGEX NOT GREATER THAN 450/S PER AS.T.M.E$4. :CROSS HATCHED AREAS DENOTES TRUSS RECESS FOR COVES. DRAWINGS FOR FINAL APPROVAL) i I °at' O O
15. OBTAIN THE LATEST SET OF DRAWINGS,INCLUDING ANY REVISIONS,BEFORE COMMENCING WORK NO 33. CONTRACTOR SHALL SUBMIT TO ARCHITECTIENGINEER&BUILDING DEPARTMENT ALL REQUIRED SHOP SEE FLOOR PLANSd CROSS SECTIONS FOR DIMENSIONS
CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OFTHE OWNER DESIGNER. DRAWINGS FOR RENEW AND APPROVAL AS REQUIRED. I
FIRE RATINGS DESCRIPTION: S.ALL AREA MARKED•soD•TOBE SODDED PER LWDSCAPING PLANS.
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16. CODE', URETIONSHALL BE IN ACCORDANCE WITH ARPLICASLE REQUIREMENTS 34. ALL GLASSS
OF THE"FLORIDABU BUILDING HOWLER AND TUB ENCLOSURES SHALL BE TEMPERED GLASS CAT.11, FIRE-RATED PARTITION 755F1ABLY U.LiN465 B.TERMITE PROTECTION.ALL BUILDINGS SNALL HAVE PRECONSTRUCTIONTREATMENT PROTECTION AGAINST
CODE',CURRENT EDITION.NOTE:ALL LOCAL CODESSHALL PREVAIL. No.25 CHANNEL-SHAPED STUDS AT I6'O.C.WITH ONE FULL LENGTH LAYER OF Sre'TYPICAL•X'GYPSUM BOARD APPLIED SUBTERRANEAN TERMITES.THE RUES AND LAWS AS ESTABLISHED BYTHE FLORIDA DEPARTMENT OF
35. ALL FIXED GLASS SHALL BE 114'THICK(U.O.N.). VERTICALY,ATTACHED WITH I'-LONGNo.6 DRYWALL SCREWS TO EACH SIDE.SCREWSAEB'O.C.AROUND PERIMETER AGRICULTUEANDCONSUMERSERVICESSHALLBEDEEMEDASAPPROVEDWITHRESPECTTO I \
17. THE ARCHITECT DOES NOT ACCEPT RESPONSIBILITY FOR THE MISINTERPRETATION OF THESE PLANS BY (
OTHERS,THE REVIEW AND APPROVAL OF SHOP DRAWINGS PRODUCT CONTROL APPROVAL BYOTHERS. 36. ALL CEILINGS SHALL BE SEALED SOTHATAIR FLOW FROM SHAFTS,WALL CHASES,CAVITIES AND BETWEEN AND 12"O.C.ON INTERMEDIATE STUDS.) PRE-CNSTRUCTION SOILTREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES.ACERTIFICATE
OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING CONDITIONED AND UNCONDITIONED ATTIC SPACE IS STOPPED. FIRE-RATED CEILING ASSEMBLY UL OL528 COMPANY THAT CONTAINS THE FOLLOWING STATEMENi:AR ENT BYTHE LICENSED PEST CONTROL % /\ \%\f\/� FOOTING SEE 4~' ;' %
/ CONC.GRADE BEAAU -....:. 'v;. -+--' cd O) O
18. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO HIM FOR �'\ /\ \% ( GCTi�\\\,\% �:i;� % .�ccl •.C/>.� ,b U p.
METAL CHANNELS AT I6.O.C.,ONE LAYER S)T TYPE'X'GYPSUM WALLBOARD,CEMENT-COATED OR RIG SHANKED / /\ / FRONTMEW PLANS) \Y\, ._..,i✓':.t \�
INSTALLATION. 37. DOES NOT GET THE WITH SEALED CPNSORSEr1L THEM FROM THE ATTIC DRYWALL SO THAT COLD AIR NAILS 6'O.C.WI BUTT BI DE JOINTS STAGGERED,PAPER TAPE EM BEDDED OVER JOINTS AND EXPOSED NAIL HEADS 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES.
GOES NOT GET INTO THE ATTIC. COVERED WITH COMPOUND. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF \ \ / \ \ \
19. THECONTRACiORSHALLNOTPROCEEDWITHANYAD0I II0NAL5ERNCE80RWORKWTNiOUTPRIOR AGRICULTUEAND CONSUMER SERVICES.' FENCE POSTEMBEDDED IN
y ,rC\ �'.;41/� �/� ���\%/�d/�� �/\✓ i sheet I70.
NOTIFICATION TO THE OWNER,FOLLOWED BY A CHANCE ORDER. 38. ALL DIFFUSERS AND GRILLS SHALL HAVE GASKET'S AND THE FIBERGLASS BOOT CONNECTIONS SHALL BE INTERIOR BEARING PARTITION ASSEMBLY U AU465 CONCRETE BY FENCE COMPANY
TIGHT IN ORDER TO PREVENT COLD AIR TO LEAK OUT THROUGHT THE DRYWALL OPENINGS ALLOWING I-HOUR FIRE RATED 2k4'OR 2W STUDS AT I6'O.C.WITH ONE LAYER R'TYE T GYPSUM BOARD EACH SIDE APPLIED 7.CONTRACTOR SHALL VERIFY IFTHERE IS AN EXISTING SEPTIC TANK&DRAIN FIELD WITHIN THE PROPERTY.
20. THE BARRICADES,ENCLOSURES,OSUR S,AN FENCING ARRANGEMENTS,SECURE URING THE PROGRESS OS OF CONSTRUCTION. CONDENSATION TO FORM. VERTICALLY OR HORIZONTALLY NAILED WITH 16d COOLER NAILS 70.C.WITH END JOINTS ON NAILING MEMBERS. IF ASEPTIC TANK&DRAIN FIELD IS PRESENT IT SHALL BE ABANDONED AS RECOMMENDED PER THE FLORIDA
CONTRACTORS CLO PROTEAN➢FENCING AS NEEDED FOR AND DURING THE 0F CONSTRUCTION. PROVI DE 2'[4.OR2k6'DOUBE TOP PLATE AND BASE PLATE SECURED TO FOUNDATION.PROVIDE TWO ROWS BUILDING CODE 2004 AND PER MIAMLDADE COUNTY H.R.S.REQUIREMENTS PRIOR TO ANY NEW DECORATIVE GATE
CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. 39. DRAFT SO THAT AIR CANNOT PE AROUND PIPES INOTH CONDUITS ALLS.THE TOPS OFALL INTERIORPARTITION BLOCIONGAT4U'O.C. CONSTRUCTION. TYPICAL WALL SECTION A- 1
WALLS SO THAT AIR CANNOT PENETRATE DOWN INiOTHE WALLS.
21. DO NOT SUBSTITUTE MATERIALS.EQUIPUENTOR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS TYPICAL NON43EARING PARTITION B.APPROVED NUMBERS OR ADDRESS SHALL BE PROVIDED AS PER F.B.C.R321.1. a7 SCALE G
OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNEWARCHITECT/ENGINEER. 40. SEAL ALL CEILING SPACES BETWEEN THE CONDITIONED FLOORS FROM OUTSIDE AIR. No.25 Ga.CHANNELSHAPED STUDS AT 24'O.C.VITTH 112'GYPSUM BOARD EACH SIDE(16.O.C.AT WET AREAS.) SCALE:3l8'=V-W
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