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4' IGH ALUMINUM PICKET 304.44' (R&M) �4
12.50' FENCE 13.00' SITE PLAN
BRUS D ALUMINUM
3 SCALE 3/32= 1'-0" N MAIL B X BUILT INTO 2
A 1 WAL BY OWNER) T I 11 11 o
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9 \_ I., 11 'q�l - _111 \ I / \ - 11 IKI `1 11 - I ,I, 'I, I - '�'�BRUSHED INSTALLED BRUSHED ALUMINUM DECORATIVE FIXED LIGHT FIXTURES INSTALLED 17'7' 18 0" ROLLING GATEMINUM SMOOTH T1' STUCCO FINISH
LIGHT FIXTURES SMOOTH STUCCO FINISH
ON GRADE POINTING BRUSHED ALUMINUM GATE ON GRADE POINTING � �
- ROLLING GATE FLOATING BRUSED ALUMINUM
TOWARDS WALLP) TOWARDS WALL
NUMBER,BACK LIT PRIVACY WALL ELEV. � �
I SOUTH MIAMI RS-1 SCALE:3/16"=1'-0" W �
ZONING REGULATION FOR CITY OF ( ) Q
GENERAL NOTES .
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1. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ANY GOVERNMENTAL AGENCIES NECESSARY IN ORDER LOT AREA 48,977 SQ.FT.
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TO ESTABLISH ANY UTILITY EASEMENTS OR LINES PRESENT WITHIN THE PROPERTY PRIOR TO PERFORMING 22. THE ARCHITECT/INTERIOR DESIGNER/OWNER HAS THE RIGHT TO REFUSE ANY MATERIAL AND WORKMANSHIP 41. SEAL ALL CEILING SPACES BETWEEN THE CONDITIONED FLOORS FROM OUTSIDE AIR.
THAT DOES NOT MEET HIGH QUALITY STANDARDS OF THE VARIOUS TRADES INVOLVED. E�
ANY WORK. 42. PROVIDE THE ABSOLUTE MINIMUM ATTIC VENTILATION,LOCATE THE NECESSARY SOFFIT VENTS ON THE MAX.BUILDING COVERAGE ALLOWED PROVIDED
EXPOSURE AWAY FROM THE LOCAL PREVAILING BREEZE. FIRST FLOOR 20%OF LOT: 9,795 SQ.FT. 9,795 SQ.FT. I W � 0
2. CONCRETE SHALL HAVE 3,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS,UNLESS OTHERWISE NOTED(U.O.W.) 23. CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGE ORDERS AND VARIATIONS THROUGHOUT SECOND FLOOR 60% OF FIRST FLOOR: 5,877 SQ.FT. N/A SQ.FT. 5'-0"HIGH WHITE ALUM.PICKET
THE PROGRESS OF THE WORK. USE ONE SET OF DOCUMENTS EXCLUSIVELY FOR THIS JOB. o
3. ALL REINFORCING STEEL.SHALL BE DEFORMED BARS,AND SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 43. INSURE THAT ALL INSULATION IS PROPERLY DISTRIBUTED AND INSTALLED WITHOUT GAPS OR IN CONTACT WITH MAX.IMPERVIOUS COVER.30/o OF LOT: 14,693 SQ.FT. 13,463 SQ.FT. FENCE W/VERTICAL PICKETS
PSI GRADE 60,AND MEET ASTM A-36 SPECS. 24. CONTRACTOR SHALL DELIVER THE ANNOTATED JOB RECORD SET TO THE OWNER UPON COMPLETION OF THE SURFACES THAT TRANSFER AIR. SPACED @ 4"O.C.(PROVIDE SHOP
WORK,AS A CONDITION OF ACCEPTANCE. AREAS: DRAWINGS FOR FINAL APPROVAL) I
4. ALL STRUCTURAL STEEL.SHALL HAVE A MINIMUM YIEL.D STRENGTH OF 36,000 PSI,AND MEET ASTM A-36 SPECS. 44. DO NOT VENTILATE THE ATTIC BY FORCED VENTILATION. FIRST FLOOR A/C: 6,820 SQ.FT.
25. CLEANING AND DEBRIS REMOVAL. THE OWNER SHALL RECEIVE THE PROPERTY FREE FROM DUST,ALL GLASS GARAGE 767 SQ.FT. rb
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 CONTRACTOR SHALL MAKE 45. ASSURE THAT ALL FIREPLACE DAMPERS ARE TIGHTLY CLOSED. GARAGE STORAGE 78 SQ.FT.
STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES",O.N.O. EFFORT TO MAINTAIN THE FLOOR CLEAN DURING CONSTRUCTION PROGRESS.LEFTOVERS FORM MEALS COVERED TERRACES: 2,130 SQ.FT.
CONSUMED ON PREMISES SHALL BE DEPOSITED IN SEALED CONTAINERS. 46. INSURE THAT THERE IS NO DUCT LEAKAGE. 9,795 SQ.FT.
6. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL,A/C,EL.ECTRICAL AND SETBAKCS ALLOWED PROVIDED
MECHANICAL DWGS.,TO LOCATED OPENINGS,DRAINS,SLEEVES,SLOPES,DEPRESSED SLABS,BOLTS,CURBS, 26. THE CONTRACTOR IS SOLEL.Y RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION,AND FOR THE 47_ KEEP ALL DUCTWORK SEPARATE FROM ALL OTHER DUCTWORK,ATTIC INSULATION,AND BUILDING
ETC. SEQUENCES AND PROCEDURES TO BE USED. CONSTRUCTION MATERIALS. FRONT: 50'-0" 111'-0"
REAR: 25'-0" 55'-0" // // / // // ,
CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI-301 ETC."SPECIFICATIONS FOR STRUCTURAL 27. THE ARCHITECTURAL AND STRUCTURAL DRAWINGS SHALL GOVERN THE LOCATIONS OF THE INSTALLATIONS OF 48. SLABS OVER CRAWLSPACES,UNCONDITIONED SPACES SHALL BE SEALED AND INSULATED UNDERNEATH. SIDES: 26-0 B V 12'-0"HIGH 12'-6" /\\ \\�\ \ \\�\\�\
7. ALL 25'-0"ABOVE 12'-0"HIGH 25'-0" //�//�// / //�//� FRONT VIEW
CONCRETE FOR BUILDINGS.". THE MECHANICAL AND EL.ECTRICAL SYSTEM.CONTRACTOR MUST INFORM THE ARCHITECT BEFORE FORMING .. \\ . \ \\
ANY CONCRETE BEAM IF INTERFERING WITH A/C DUCT OR PLUMBING FIXTURES EXACT LOCATION.ANY 49. MAINTAIN CONDITIONS IN ATTIC SUCH THAT THE DEW POINT OF THE ATTIC AIR IS HIGHER THAN THE SKIN //�// • //�//I
8. REMOVAL OF FORMWORK SHALL BE IN ACCORDANCE WITH ACI 347 RECOMMENDED PRACTICE FOR CONCRETE DEVIATION FROM THE MECHANICALIEL.ECTRICAL PLANS TO ACCOMMODATE THE ABOVE CONDITIONS SHALL BE TEMPERATURE OF THE DUCTWORK AT ALL TIMES. CUMULATIVE OF BOTH SIDES NOT LESS /\\ \ \\
THAN 20%OF LOT WIDTH(32.2 FT) 12'-6"+20'-0-=32`-6" FENCE POST EMBEDDED IN // � �
FORM." MADE WITHOUT ADDITIONAL COST TO THE OWNER. \\ \\ \
50. EXTERIOR AND ADJACENT WALLS SHALL BE SEALED AT THE FOLLOWING LOCATIONS AS PER FLORIDA BUILDING CONCRETE BY FENCE COMPANY %\//\// //\//
DRAWINGS DIMENSIONS GOVERN. 28. THE CONTRACTOR SHALL PRODUCE,BY MEANS OF SHOP DRAWINGS,ALL ADDITIONAL DETAILS WHICH ARE CODE,LATEST EDITION. ��\\�\\'�\ \\I�\\�\\��
9. DO NOT SCALE LEGAL DESCRIPTION: �
INFERABLE FROM THESE PLANS AND WHICH ARE NECESSARY FOR THE EXECUTION AND COMPLETION OF THE
10. REARS SHOWN ON SECTIONS ARE FOR PLACEMENT DETAIL ONLY,SIZE AND AMOUNT OF REARS AREAS PER CONSTRUCTION. 1. BETWEEN WINDOWS AND DOORS AND THEIR FRAMES, TRACK 6 LESS THE WEST 161 FEET OF NELSON HOMESITES SUBDIVISION
2. BETWEEN WINDOWS AND DOOR FRAMES AND THE SURROUNDING WALL, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 39 AT ALUMINUM PICKET FENCE o
29. THE CONTRACTOR MUST FURNISH ALL LABOR,TOOLS,MATERIALS AND EQUIPMENT NECESSARY TO EXECUTE 3. BETWEEN THE FOUNDATION AND WALL ASSEMBLY SILL-PLATES, PAGE 57 OF THE PUBLIC RECORDS OF MIAM-DADE COUNTY FLORIDA. •�
11- NO TIE BEAMS SHALL BE FORMED/POURED 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 SCALE:318"-1'-0" 1'4"
CORNERS AND CHANGES IN ORIENTATION. SITE NOTES
12. WINDOW MANUFACTURER TO VERIFY ALL WINDOW OPENINGS AT FIELD PRIOR TO WINDOW PLACEMENT. 30. UPON ACCEPTANCE AS SUBSTANTIALLY COMPLETE,THE ARCHITECT SHALL ISSUE THE CONTRACTOR A 5. OPENINGS AND CRACKS AROUND ALL PENETRATIONS THROUGH THE WALL ENVELOPE SUCH AS UTILITY
'PUNCHLIST',INDICATING THE OBSERVED DEFICIENCIES IN THE WORK.THE CONTRACTOR SHALL MAKE SUCH SERVICES AND PLUMBING, �� < < < <
6. BETWEEN THE WALL PANEL.S AND TOP AND BOTTOM PLATES IN EXTERIOR AND ADJACENT WALLS.IN FRAME CONCRETE CAP
13. ARCHITECTIINTERIORbESIGN ENGINEER'S VISITS AT THE SITE DURING CONSTRUCTION SHALL BE SCHEDULED CORRECTIONS AND ACHIEVE FINAL COMPLETION WITHIN 14 CALENDAR WORKING DAYS. CONSTRUCTION,THE CRACK BETWEEN EXTERIOR AND ADJACENT WALL BOTTOM PLATES AND FLOORS SHALL BE 1•ALL RAIN WATER SHALL BE RETAINED WITHIN PROPERTY. 1'4"
WITH CONTRACTOR BEFORE COMMENCING OF WORK AND DURING CONSTRUCTION SHALL BE COORDINATED INSTALLATIONS AND MATERIALS SHALL BE PROMPTLY RECTIFIED.BY SEALED WITH CAULKING OR GASKET MATERIAL.GYPSUM BOARD OR OTHER WALL PANELING ON THE INTERIOR 2.ALL APPROACHES TO BE COORDINATED WITH STREET TREES,STREET LIGHTS, FIRE HYDRANTS, ETC. I p � co
WITHIN 48 HOURS IN ADVANCE PRIOR TO INSPECTION. 31. ANY OMISSION OF EQUIPMENT SURFACE OF XTERIOR AND ADJACENT WALL SHALL BE SEALED TO THE FLOOR,AND(WHEN APPLICABLE) I oo op
CONTRACTOR UPON NOTIFICATION BY ARCHITECTIENGINEERIOWNER.
14. VERIFY 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. 3.LANDSCAPING SHALL COMPLY WITH ALL LANDSCAPING REGULATIONS REQUIRED BY THE CITY OF MIAMI - 5'-0"HIGH WHITE ALUM-FENCE, SMOOTH STUCCO 1 o O
R OWNER REPRESENTATIVE OF ANY DISCREPANCIES AND SECURE AN INTERPRETATION OR 32. ANY OTHER SERVICES NECESSARY FOR THE COMPLETION OF THIS JOB THAT MAY BE INVOLUNTARY UNDER THE BEACH. DESIGN TO MATCH ROLLING FINISH(TYP) I w r
ARCHITECT 0 GATES(PROVIDE SHOP I ¢ � o
DECISION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.DO NOT SCALE DRAWINGS, JURISDICTION OF THE FLORIDA BUILDING CODE AND NOT SPECIFIED IN THE"GENERAL NOTES AND OR 51. WALL&CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION NOT GREATER THAN 200,AND A f- DRAWINGS FOR FINAL APPROVAL) I > O
DIMENSIONS GOVERN. SPECIFICATIONS"ARE THE CONTRACTOR'S SOLE RESPONSIBILITY. SMOKE-DEVELOPED INDEX NOT GREATER THAN 450 AS PER A.S.T.M.E-84. 4.NOTE:CROSS HATCHED AREAS DENOTES TRUSS RECESS FOR COVES. �� I I
SEE FLOOR PLANS&CROSS SECTIONS FOR DIMENSIONS -
15. OBTAIN THE LATEST SET OF DRAWINGS,INCLUDING ANY REVISIONS,BEFORE COMMENCING WORK.NO 33. CONTRACTOR SHALL SUBMIT TO ARCHITECT/ENGINEER&BUILDING DEPARTMENT ALL REQUIRED SHOP I .
CHANGES OR SUBSTITUTIONS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER DESIGNER. DRAWINGS FOR REVIEW AND APPROVAL AS REQUIRED. FIRE RATINGS D ESC R I PT I ON ■ 5.ALL AREA MARKED"SOD"TO BE SODDED PER LANDSCAPING PLANS. I �'
16. ALL CONSTRUCTION SHALL
BE IN ACCORDANCE WITH APPLICABLE REQUIREMENTS OF THE"FLORIDA BUILDING 34. ALL GLASS SHOWER AND TUB ENCLOSURES SHALL BE TEMPERED GLASS CAT.II. FIRE-RATED PARTITION ASSEMBLY U,L.#U465 6.TERMITE PROTECTION.ALL BUILDINGS SHALL HAVE PRECONSTRUCTION TREATMENT PROTECTION AGAINST . /\�//\�//\�// //\�\�/�� �,
CODE",CURRENT EDITION.NOTE:ALL LOCAL CODES SHALL PREVAIL. No.25 CHANNEL-SHAPED STUDS AT 16"O.C.WITH ONE FULL LENGTH LAYER OF 5/8"TYPICAL"X"GYPSUM BOARD APPLIED SUBTERRANEAN TERMITES.THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF ( \//\\//\\// /\\/,\\//\\/ � � �
35. ALL FIXED GLASS SHALL BE 114"THICK(U.O.N.). VERTICALY,ATTACHED WITH 1"-LONG No.6 DRYWALL SCREWS TO EACH SIDE.(SCREWS ARE 8"O.C.AROUND PERIMETER AGRICULTURE AND CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO \\/\\/\\/ /\\'�f\\/\\ U � U ., ,
MISINTERPRETATION OF THESE PLANS BY AND 12"O.C.ON INTERMEDIATE STUDS.) PRE-CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST SUBTERRANEAN TERMITES.A CERTIFICATE / / / / / CONC.GRADE BEAM/ \ \ `:; /%; U O
17. THE ARCHITECT DOES NOT ACCEPT RESPONSIBILITY FOR THE CAVITIES AND BE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BYTHE LICENSED PEST CONTROL // // // // / //�
CONTROL APPROVAL BY OTHERS. 36. ALL CEILINGS SHALL BE SEALED SO THAT AIR FLOW FROM SHAFTS,WALL CHASES,C S
APPROVAL OF SHOP DRAWINGS PRODUCT CON /\\\\\\\\ \\\\\,\\� FOOTING(SEE STRUCT. \\//\\// } 4"`!_'' '... l\//\\// U �,
OTHERS,THE REVIEW AND CONDITIONED AND UNCONDITIONED ATTIC SPACE IS STOPPED. FIRE-RATED CELING ASSEMBLY U.L.#L528 COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: / // // // // '// FRONT VIEW PLANS) /\./ \/\
RESPONSIBLE FOR ANY ITEMS PURCHASED BY THE OWNER AND GIVEN TO HIM FOR METAL CHANNELS AT 16"O.C.,ONE LAYER 518"TYPE"X"GYPSUM WALLBOARD,CEMENT-COATED OR RING SHANKED j\\//\\ \\/�\//\ %//�//\/\/\/�/ //�� `^
18. THE CONTRACTOR IS FULLY RESP _
37. USE ONLY HIGH HAT LIGHTS WITH SEALED CANS OR SEAL THEM FROM THE ATTIC DRYWALL SO THAT COLD AIR NAILS 6"O.C.W/BUTT&SIDE JOINTS STAGGERED,PAPER TAPE EMBEDDED OVER JOINTS AND EXPOSED NAIL HEADS THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES- "' , /\ -,, \ \ \ \ -, \ \ \ .,. •,y�h e e t no .
INSTALLATION. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF .> \\ \/�, \//%//%//%//%//%/////%\� ' ;
DOES NOT GET INTO THE ATTIC. COVERED WITH COMPOUND. FENCE POST EMBEDDED IN / / /\/ \\ ,\\ \\ \\ \\ \\ \\ \
19. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL SERVICES OR WORK WITHOUT PRIOR
AGRICULTURE AND CONSUMER SERVICES. ` \\ /� \/� \//\//\//\//\//\//� :' .. '
38. ALL DIFFUSERS AND GRILLS SHALL HAVE GASKETTS AND THE FIBERGLASS BOOT CONNECTIONS SHALL BE INTERIOR BEARING PARTITION ASSEMBLY U.L.#U465 CONCRETE BY FENCE COMPANY \/\/ /\ /� /\/\/\/\/\/\/
NOTIFICATION TO THE OWNER,FOLLOWED BY A CHANGE ORDER. //\//\/\ \//\/\//\ \ \ \ \ \ \ - P ,
o. TIGHT IN ORDER TO PREVENT COLD AIR TO LEAK OUT THROUGHT THE DRYWALL OPENINGS ALLOWING 1-HOUR FIRE RATED 2"x4"OR 2"x6"STUDS AT 16"O.C.WITH ONE LAYER 518"TYPE"X"GYPSUM BOARD EACH SIDE APPLIED 7.CONTRACTOR SHALL VERIFY IF THERE IS AN EXISTING SEPTIC TANK&DRAIN FIEL.D WITHIN THE PROPERTY. \��\��\'�\��\'�\�\��\ \//�//��/%/�//\ f �_ 1 .
REQUIRED ARRANGEMENTS SECURE AND PAY FOR ALL SANITARY FACILITIES, CONDENSATION TO FORM. VERTICALLY OR HORIZONTALLY NAILED WITH 16d COOLER NAILS 7"O.C.WITH END JOINTS ON NAILING MEMBERS. IF A SEPTIC TANK&DRAIN FIELD IS PRESENT IT SHALL BE ABANDONED AS RECOMMENDED PER THE FLORIDA _ _`� - A
` z_,.
20. THE CONTRACTOR SHALL MAKE •
BARRICADES,ENCLOSURES,AND FENCING AS NEEDED FOR AND DURING THE PROGRESS OF CONSTRUCTION. PROVIDE 2"x4"OR 2"x6"DOUBLE TOP PLATE AND BASE PLATE SECURED TO FOUNDATION.PROVIDE TWO ROWS BUILDING CODE 2004 AND PER MIAMI-DADE COUNTY H.R.S. REQUIREMENTS PRIOR TO ANY NEW I
CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES. 39. DRAFT STOPS SHALL BE SEALED AROUND PIPES AND CONDUITS AT THE TOPS OF ALL INTERIOR PARTITION BLOCKING AT 40"O.C. CONSTRUCTION.
DECORATIV��� TY PICAL WALL S -t '
WALLS SO THAT AIR CANNOT PENETRATE DOWN INTO THE WALLS. //�, .. •• ` 1.
21. DO NOT SUBSTITUTE MATERIALS,EQUIPMENT OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS TYPICAL NON-BEARING PARTITION 8.APPROVED NUMBERS OR ADDRESS SHALL BE PROVIDED AS PER F.B.C.R 321.1- SCALE:3/8 ' 1-O SCALE:3/8"44' �\
OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER/ARCHITECT/ENGINEER. 40. SEAL ALL CEILING SPACES BETWEEN THE CONDITIONED FLOORS FROM OUTSIDE AIR. No.25 Ga.CHANNEL-SHAPED STUDS AT 24"O.C.WITH 112"GYPSUM BOARD EACH SIDE(16"O.C.AT WET AREAS.) r ;
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