12-1210-001GENEfRAL NOTES
1, CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL BUILDING CODES. PERMIT SHALL BE
POSTED ON A VISIBLE LOCATION AT ALL TIMES.
2_ CONTRACTOR TO REMOVE, RELOCATE OR RE -ROUTE AS NECESSARY ELECTRICAL, WATER, GAS, OR ANY
OTHER UTILITY LINES ENCOUNTERED DURING CONSTRUCTION.
3, CONTRACTOR MUST NOTIFY ARCHITECT IMMEDIATELY OF ANY UNEXPECTED OR UNKNOWN CONOITIONSANY
DISCREPANCIES WITH THE DRAWINGS AND /OR THE CONTRACT DOCUMENTS, ANY ERRORS AND OMISSIONS ON
THE DRAWINGS AND/ OR THE FIELD PRIOR TO PROCEEDING WITH WORK AND /OR SHOP FABRICATION.
4. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER'S REPRESENTATIVE OR ARCHITECT PRIOR TO
ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS.
5, DRAWINGS NOT TO BE SCALED. DIMENSIONS TO BE FOLLOWED.
6. ALL DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBER AND ARE GIVEN TO THE OUTER FACE OF SUCH
MEMBERS, NOT TO FACE OF FINISH MATERIALS, UNLESS OTHERWISE NOTED ON THE DRAWINGS.
THE PLANS AND CALCULATIONS HAVE BEEN PREPARED TO COMPLY WITH THE REQUIREMENTS OF THE 2010
FLORIDA BUILDING CODE. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF
THE 2010 FLORIDA BUILDING CODE, 2010 FLORIDA FIRE PREVENTION CODE, AND WITH THE REQUIREMENTS
OF THE LOCAL BUILDING OFFICIAL.
g, PROVIDE AND INSTALL FIRE EXTINGUISHERS PER FIRE MARSHALL'S REQUIREMENTS AND THE 2010 FLORIDA
FIRE PREVENTION CODE.
g. ALL EXTERIOR PRE- MANUFACTURED ITEMS SHALL COMPLY WITH MIAMI DADE COUNTY PRODUCT APPROVAL.
10, ALL EXTERIOR WINDOWS, LOUVERS, HOODS, AND DOORS SHALL COMPLY WITH MIAMI DADE COUNTY
PRODUCT APPROVAL, WATER INFILTRATION TEST REQUIREMENTS AND WITH 2010 FLORIDA BUILDING CODE
REQUIREMENTS. SUBMIT SHOP DRAWINGS AND PRODUCT APPROVALS FOR ATTACHMENT METHODS 4 DETAILS.
11, ALL WOOD IN CONTACT WITH MASONRY AND / OR CONCRETE SHALL BE PRESSURE TREATED LUMBER
12. PROVIDE AND INSTALL WOOD BLOCKING FOR ALL WALL MOUNTED ACCESSORIES AND FINISHED MILLWORK
13. PROVIDE 20 GAUGE METAL. STUDS AT ALL WALL- MOUNTED LAVATORIES, URINALS, AND WATER CLOSETS.
FLUSH MECHANISMS SHALL BE OPPOSITE OF WALL.
14, REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR COORDINATION WITH
THE ARCHITECTURAL DRAWINGS. ITEMS INDICATED ON THE ARCHITECTURAL DRAWINGS AND NOT SHOWN
ON CONSULTANT DRAWINGS AND CONVERSELY, ITEMS SHOWN ON THE CONSULTANT DRAWINGS AND NOT
INDICATED ON THE ARCHITECTURAL DRAWINGS SHALL ALL BE CONSIDERED PART OF THE WORK UNDER
THIS CONTRACT. THE GENERAL CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL FEES FOR
FAILING TO PROPERLY COORDINATE THE WORK BETWEEN THE TRADES.
15. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMICIDES, INCLUDIING SOIL APPLIED
PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF
TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION AND
SHALL COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE SECTION 1816. UPON
COMPLETION OF THE APPPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE BUILDING HAS RECIEVED A COMPLETE
TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH
RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES."
1(o, CONTRACTOR TO PROVIDE AS GUILTS, WARRANTIES, GUARANTEES, AND OPERATIONAL MANUALS ALONG
WITH ALL THE REQUIRED CLOSE -OUT DOCUMENTS UPON SUBSTANTIAL COMPLETION. PROVIDE A5%
EXTRA STOCK OF ALL SPECIFIED FINISH ITEMS FOR OWNER USE.
I -j, PROVIDE AND INSTALL FLANGELESS ACCESS PANELS IN GYPSUM BOARD 4 CEMENT PLASTER ASSEMBLIES
REQUIRED BY MECHANICAL, ELECTRICAL, AND PLUMBING WORK COORDINATE LOCATION WITH ARCHITECT.
18. CONTRACTOR SHALL NOT SAWCUT, DRILL OR ALTER IN ANY FORM, THE EXISTING STRUCTURE WITHOUT PRIOR
APPROVAL FROM THE BUILDING ENGINEER
19. CONTRACTOR TO REPAIR ALL EXISTING CONCRETE SLABS AFFECTED BY NEW WORK PATCH 4 MATCH
ADJACENT SURFACES.
20. CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL AND SHALL CLEAN UP AND RESTORE THE SITE TO
ITS ORIGINAL CONDITION OR BETTER ALL DAMAGE, AS A RESULT OF WORK UNDER THIS CONTRACT DONE
TO EXISTING STRUCTURES, ACCESS ROADS, PAVED AREAS, CURBS, GUTTERS, SOD AREAS, TREES, UTILITY
POLES OR UNDERGROUND LINES AND INCLUDING ALL OBSTRUCTIONS NOT SPECIFICALLY MENTIONED,
SHALL BE REPAIRED AND RESTORED TO A CONDITION ACCEPTABLE TO THE ARCHITECT.
21. CONTRACTOR TO FIRE SEAL ALL GAPS AND PENETRATIONS THROUGH NEW AND /OR EXISTING FIR= RATED
WALL ASSEMBLIES.
G;ENEIRAL CONDITIONS
1. ALL CONSTRUCTION METHODS, MATERIALS, ETC., SHALL MEET OR EXCEED ANY AND ALL PERTINENT AND
APPLICABLE BUILDING CODES, STANDARDS AND ORDINANCES.
2. PROVIDE A COMPLETE AND OPERATING INSTALLATION INCLUDING ALL NECESSARY ITEMS EVEN T'WOUGH
SUCH ITEMS ARE NOT INCLUDED IN THE CONSTRUCTION DOCUMENTS.
3. ALL SUBCONTRACTORS SHALL MAKE A PROPER EXAMINATION OF THE PROJECT SITE TO BECOME
FAMILIARIZED WITH THE EXISTING CONDITIONS AND CAREFULLY EXAMINE THE MOST CURRENT AVAILABLE
CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY FOR RESOLUTION,
THROUGH THE GENERAL CONTRACTOR OF ANY AMBIGUITY, INCONSISTENCY, OR ERROR WHICH MAY BE
DISCOVERED UPON EXAMINATION OF THE CONSTRUCTION DOCUMENTS OR OF THE SITE OR LOCAL
CONDITIONS. NO EXTRA PAYMENTS SHALL BE APPROVED DUE TO ERRORS OR INCOMPLETE FIELD
CONDITIONS REVIEW, SPECIFICALLY VERIFYING THAT THE NEW EQUIPMENT WILL FIT AS SHOWN ON
DRAWINGS.
4. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL THE SUBCONTRACTORS TO
BID AND BUILD FROM THE MOST UP -TO -DATE SET OF CONSTRUCTION DOCUMENTS AVAILABLE. THE
RELEASE AND USE OF PARTIAL SETS DURING BIDDING AND / OR CONSTRUCTION SHALL NOT RELIEVE THE
CONTRACTOR'S RESPONSIBILITY FOR HIS WORK AND COORDINATION OF THE SAME WITH WORK BY OTHER
TRADES.
5. WRITTEN DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. IF REQUIRED DIMENSIONS ARE NOT INDICATED
OR SEEM TO BE IN ERROR, PROMPTLY NOTIFY THE ARCHITECT FOR RESOLUTION.
6. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SUBCONTRACTOR TO BE AWARE OF ALL
THE COMMENTS MADE BY THE JURISDICTIONAL BUILDING DEPARTMENT UPON THE OFFICIAL SIGNED AND
SEALED CONSTRUCTION DOCUMENTS JOBSITE FIELD SET AND SHALL INCORPORATE SAME WITHIN THE
SCOPE OF WORK IT SHALL ALSO BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO NOTIFY THE
ARCHITECT OF ANY AND ALL FIELD CHANGES ORDERED BY THE JURISDICTIONAL INSPECTORS AND
OBTAIN WRITTEN APPROVAL OF ANY CHANGES BEFORE PROCEEDING. IT IS THE RESPONSIBILITY OF
GENERAL CONTRACTOR TO PROVIDE COST OF REQUIRED CHANGES AT TIME OF APPROVAL REQUEST.
ANY AND ALL SUBSTITUTIONS TO THE CONSTRUCTION DOCUMENTS OR SPECIFICATIONS MUST BE EQUAL TO
THE PERFORMANCE AND APPEARANCE AND MUST BE SUBMITTED TO THE ARCHITECT FOR NECESSARY
REVIEW AND REQUIRED APPROVAL. ALLOW TEN BUSINESS DAYS REVIEW PERIOD FROM ARCHITECT'S
RECEIPT OF SUBSTITUTION SUBMITTAL. ARCHITECT WILL DETERMINE ACCEPTABILITY OF ANY AND ALL
SUBSTITUTIONS. THE SUBCONTRACTOR BEARS ALL ADDITIONAL COSTS OF UNACCEPTABLE SUBSTITUTION
IF USED IN ORIGINAL BID• THE SUB- CONTRACTOR BEARS ALL ADDITIONAL COSTS FOR REMEDY IF
UNAPPROVED SUBSTITUTION ARE UTILIZED OR DISCOVERED. CONTRACTOR IS RESPONSIBLE TO
PROVIDE ALL TECHNICAL DATA SHOWING SUBSTITUTION IS EITHER EQUAL OR BETTER THAN SPECIFIED
PRODUCT AT THE TIME OF SUBSTITUTION APPROVAL REQUEST. ALL SUBMITTALS WILL BE RETURNED IF
DATA IS NOT COMPARED TO SPECIFIED PRODUCT.
S. SUBMIT SIX COPIES OF ALL PRODUCT SUBMITTALS REQUESTED BY THE ARCHITECT AND /OR THE
JURISDICTIONAL AUTHORITY AND / OR THE GENERAL CONTRACTOR REQUIRED FOR CUSTOM FABRICATED
WORK OR AS REQUIRED HEREIN. A MINIMUM OF TEN BUSINESS DAYS SHOULD BE ESTIMATED FOR PROPER
REVIEW OF SUBMITTALS.
S. NO RELATED WORK WILL BEGIN WITHOUT RELATED SUBMITTAL.
10. SUBSTITUTIONS WILL NOT BE CONSIDERED DUE TO SUBCONTRACTORS LACK OF PROPER AND TIMELY
ORDERING, SCHEDULING AND /OR PLANNING. ALL LONG LEAD ITEMS SHALL BE IDENTIFIED AND
SCHEDULED PRIOR TO CONSTRUCTION.
11. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REVIEW ALL SUBMITTALS PRIOR TO
SUBMITTING SAME TO THE ARCHITECT. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING
ACTUAL EXISTING CONDITIONS RELATED TO SUBMITTALS.
12, THE FOLLOWING PRODUCT SUBMITTALS WILL BE REQUIRED FOR THE RELATED WORK: LIGHT FIXTURES,
EMERGENCY LIGHTS, EXIT SIGNS, FIR= ALARM DEVICES, HVAC DEVICES, PRE -HUNG WOOD DOORS AND
HARDWARE, AND FLOOR/WALL /CEILING FINISHES. SHOP DRAWINGS ARE REQUIRED FOR= CABINETRY
13, CONTRACTOR SHALL COORDINATE CONSTRUCTION SEQUENCING WITH THE OWNER TO NOT INTERFERE WITH
THE NORMAL OPERATION OF THE BUSINESS. ALL WORK GENERATING NOISE, SMELL AND DUST SHALL BE
COORDINATED WITH THE OWNER
14. ANY POWER INTE%PTIONS SHALL BE SCHEDULED 4 COORDINATED WITH THE OWNER UNDER NO
CIRCUMSTANCES IS ANY WORK TO BE DONE ON THE POWER, SPRINKLER, FIR- ALARM OR HVAC SYSTEMS
WITH OUT COORDINATING WITH, AND OBTAINING APPROVAL FROM THE OWNER
15. REFER TO SITE PLAN FOR TEMPORARY CONSTRUCTION ACCESS LOCATION. ACCESS TO LOBBY 4 USE OF
EXISTING TOILETS 18 STRICTLY PROHIBITED. CONTRACTOR TO PROVIDE TEMPORARY TOILETS.
�III� LOCAtION PLAN
SCALE: N 7.5.
LEGzAL [:)E5cfRIf=TION
THE EAST 149 FEET OF THE NORTH 115 FEET OF THE EAST 1/2 OF THE SOUTH-
EAST 114, OF THE SOUTHEAST 1/4, OF THE SOUTHWEST 1/4 OF SECTION 25,
TOWNSHIP 54 SOUTH, RANGE 40 EAST AND THE SOUTH 130 FEET OF THE
NORTH 245 FEET OF THE EAST 1/2 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST
1/4 OF THE SOUTHWEST 114 OF SECTION 25, TOWNSHIP 54 SOUTH, RANGE 40
EAST, ALL BEING AND LYING IN DADE COUNTY, FLORIDA.
OUTLINE 5f=ECIFICATION5
(EQUAL PRODUCTS FROM OTHER MANUFACTURERS WILL BE CONSIDERED)
CARPET: 32 OZ. PATTERNED LOOP. DIRECT GLUE DOWN CARPET BY
"DURKAN COMMERCIAL ", "URBAN LEGEND" OR APPROVED EQUAL.
COLOR TO BE SELECTED.
WOOD BASE: 4" HIGH POPLAR BASE BY "FEDERAL MILLWORK ",
STANDARD PROFILE (PAINT GRADE)
PORCELAIN FLOOR TILE: 18" x 18" x 5/16" UNPOLISHED FLOOR TILE BY
"CROSSVILLE ". INSTALLIP 45' PATTERN. CROSS COLORS TO BE SELECTED.
PORCELAIN COVE BASE: 6" x 8" x 5/16" UNPOLISHED COVE BASE BY
"CROSSVILLE ". CROSS COLORS TO BE SELECTED.
CERAMIC WALL TILE: 6" x 6" x 5/16" SEMI -GLOSS WALL TILE BY
"DALTILE" INSTALL a 45' PATTERN. PRICE GROUP 1. COLOR TO BE
SELECTED
CERAMIC BULLNOSE TILE: 2" X 6" X 5/16" SEMI -GLOSS BULLNOSE TILE
BY "DALTILE ". PRICE GROUP I. COORDINATE TRIM PIECES AS REQUIRED.
COLOR TO BE SELECTED
CERAMIC COVE BASE: 6" x 8" x 5116" CERAMIC COVE BASE. COLOR TO
BE SELECTED.
PAINT: 2 COATS OF EGGSHELL LATEX OVER 1 COAT PRIMER FOR
PARTITIONS. 2 -COATS OF SEMI -GLOSS ENAMEL FOR HOLLOW METAL
FRAMES. COLOR TO BE SELECTED.
WOOD DOORS: WEYERHAUSER TIMBERLAND CORE DPC -1, 13/4" SOLID
CORE PARTICLE BOARD WITH BIRCH FACE VENEER PREMIUM GRADE 1
DOORS. (PAINT GRADE). COLOR TO BE SELECTED.
HOLLOW METAL FRAMES: 16 -GAUGE ALL WELDED MITERED GALVANIZED
STEEL, 3 ADJUSTABLE ANCHORS PER JAMB WITH FLOOR CLIPS. 2" THICK
STANDARD PROFILE FOR 13/4" DOORS. DEPTH OF FRAME SHALL
ACCOMMODATE WALL THICKNESS DIMENSION, 3 RESILIENT RUBBER
SI LE NC ERS ON STRIKE SI DE, B ON DER I ZED A ND PRIME PAINTED WITH ONE
COAT OF BAKED ENAMEL. COLOR TO BE SELECTED.
HARDWARE-
1 I
B BUTTS: FULL MORTISE BALL BEARING HINGES 41 , " x 41/2 " 1 z PAIR,
(US26D), STANLEY F58168
C CLOSER: LCN 4040 (US26D)
L LOCKSET: LEVER TYPE, GRADE 1, HEAVY -DUTY, (US26D) SCHLAGE
SIOD SATURN
WS WALL STOP: ROCKWOOD 409 (US26D)
FS FLOOR STOP: GJF515 SERIES (US 26D)
CEILING: 24" x 24" x 3/4" LAY -IN (MATCH EXISTING) WHITE BY
"ARMSTRONG" ON 15116" SNAP GRID, DOUBLE WEB SYSTEM, INTERMEDIATE
DUTY (LOW SHEEN SATIN WHITE).
JURISDICTION CITY OF SOUTH MIAMI
LAND USE TRANSIT ORIENTED DEVELOPMENT DISTRICT
ZONING DISTRICT MIXED USE -5 TODD (MU -5)
USE CATEGORY MEDICAL OFFICE
OCCUPANCY CLASSIFICATION BUSINESS GROUP "B"
TYPE OF CONSTRUCTION TYPE IB
FIRE SUPPRESSION SYSTEM STAND PIPE/FHC
AREA OF REMODELING 1,096 SF.
CLASSIFICATION OF WORK ALTERATION -LEVEL 2
FOLIO NUMBER 09 -4025- 000 -0591
SW 10TH STREET
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AWINGs5
ARCHITECTURAL
A -1.0 GENERAL NOTES, PROJECT DATA 4 MASTER SITE
A -1.1 EXISTING BUILDING PLAN (FIFTH FLOOR)
A -2.0 ENLARGED DEMOLITION FLOOR 4 CEILING PLAN
A -3.0 PARTIAL FLOOR 4 CEILING PLAN
A -4.0 INTERIOR ELEVATIONS 4 DETAILS
A -5.0 DOOR 4 FINISH SCHEDULES
MEP -I MECHANICAL 4 ELECTRICAL PLANS
MEP -2 PLUMBING PLANS AND ISOMETRICS
m<.1011114
Mm:dri
EXI61'11 IG
OFEN-Am colvERIED
FARQNG GARAGE
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Lj--�FIFTH FLOOR 5UILDI
EXISTING
MIAM-DADE C O UN
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SCALE 1/16 " = I' -0"
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AWINGs5
ARCHITECTURAL
A -1.0 GENERAL NOTES, PROJECT DATA 4 MASTER SITE
A -1.1 EXISTING BUILDING PLAN (FIFTH FLOOR)
A -2.0 ENLARGED DEMOLITION FLOOR 4 CEILING PLAN
A -3.0 PARTIAL FLOOR 4 CEILING PLAN
A -4.0 INTERIOR ELEVATIONS 4 DETAILS
A -5.0 DOOR 4 FINISH SCHEDULES
MEP -I MECHANICAL 4 ELECTRICAL PLANS
MEP -2 PLUMBING PLANS AND ISOMETRICS
m<.1011114
Mm:dri
EXI61'11 IG
OFEN-Am colvERIED
FARQNG GARAGE
1
Lj--�FIFTH FLOOR 5UILDI
EXISTING
MIAM-DADE C O UN
FIRE DEP '
C
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SCALE 1/16 " = I' -0"
RMSCO
ARCHITECTS
1750 PONCE DE LEON BLVD
CORAL CABLES, FL. 33134
305.448.4288 305.444.4986
yOP IJ
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TED BY THIS DRAWM ARE OWNED
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IN II
PROJECT NONE OF SUCH SAS. DE-
Sx�rs, ARRAN(iFb4�NIS OR PLANS S[-r�rt.
HE USED HY )R DISCLOSED TO ANY
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PROJECT NUMBER
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07/23/12
SHEET
A -1.0
OF 8