12-1372-0671.
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ENERAL NOTES:
COMPLY WITH FLORIDA BUILDING EDITION 2010 ALL LOCAL ORDINANCES GOVERNING.
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL SAFETY RELATED
O.S.H.A. REQUIREMENTS DURING CONSTRUCTION.
ALL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED STATE CERTIFIED
GENERAL CONTRACTOR OR BY THE OWNER IF APPROVED BY THE LOCAL BUILDING
,DEPARTMENT OFFICIAL.
ALL WINDOWS USED SHALL HAVE DADE COUNTY PRODUCT APPROVAL.
SECONDARY MEANS OF ESCAPE SHALL CONFORM TO NF_P.A. 22-2.12.C. WINDOWS USED
AS SECOND MEANS OF ESCAPE MUST PROVIDE A CLEAR OPENING (WHEN FULLY
OPENED) OF NOT LESS THAN TWENTY INCHES (20") IN WIDTH, TWENTY FOUR INCHES (24")
IN HEIGHT AND 5.-1 SQUARE FEET IN AREA± AND THE BOTTOM OF THE OPENING SHALL
NOT BE MORE THAN FORTY FOUR INCHES (36 ") OFF THE FLOOR.
WOOD TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR
ARCHITECT'S APPROVAL PRIOR TO TRUSS FABRICATION. WOOD TRUSSES SHALL BE
DESIGNED BY A FLORIDA REGISTERED P.E.
STRUCTURAL STEEL:
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ALL CONSTRUCTION SHALL CONFORM TO THE FLORIDA BUILDING CODE,2010 EDITION.
REINFORCING STELL SHALL CONFORM TO ASTM A615 GRADE 60 AND ASTM A155 FOR
WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT.
STRUCTURAL STEEL SHAPES TO CONFORM TO THE LATEST ASTM SPECIFICATION AND
SHALL BE FABRICATED IN ACCORDANCE WITH THE LATEST AI5C SPECIFICATIONS.
ALL CONNECTIONS SHALL BE DESIGNED FOR THE LOADS SHOWN ON STRUCTURAL
DRAWINGS OR ACCORDING TO AISC REQUIREMENTS. ALL BOLTS SHALL BE ASTM A325
BOLTS NO LESS THAN 5/5' IN DIAMETER, OR AS OTHERWISE NOTED.
WELDING SHALL BE IN ACCORDANCE WITH STRUCTURAL WELDING CODE STEEL,
AW6-D1.1-a6.
SOIL STATEMENT:
1. INSPECTION OF THE SITE INDICATES UNDISTURBED SAND AND ROCK WITH A
BEARING VALUE OF 2000 PSF SHOULD OTHER CONDITIONS OR MATERIAL BE
ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED BEFORE PROCEEDING
WITH THE WORK.
MECHANICAL:
1, ALL MECHANICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA
MECHANICAL CODE AND ALL LOCAL CODES GOVERNING.
PLUMBING:
1. ALL PLUMBING WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA
PLUMBING CODE AND ALL LOCAL CODES GOVERNING.
ELECTRICAL:
1. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH THE FLORIDA
ELECTRICAL CODE. THE NATIONAL ELECTRICAL CODE AND ALL LOCAL
CODES GOVERNING.
SHOP DRAWING SUBMITTALS:
1. REVIEW SHOP DRAWING, CATALOG CUTS,PRODUCT DATA, AND SAMPLES BEFORE
SUBMISSION. DETERMINE AND VERIFY:
A. FIELD MEASUREMENTS.
B. FIELD CONSTRUCTION CRITERIA
C. CONFORMANCE WITH CONSTRUCTION DOCUMENTS
D. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF WORK AND OF
CONSTRUCTION DOCUMENTS.
2. THE CONTRACTOR SHALL SUBMIT A MINIMUN OF FOUR (4) SETS OF SHOP DRAWINGS
FOR REVIEW AND APROVAL. EACH SUBMITTAL SHALL BE INCLUSIVE OF. BUT NOT
LIMITED TO, DADE COUNTY, PRODUCT: APPROVAL, MANUFACTURER'S SPECIFICATIONS,
INSTALLATION, RECOMMENDATIONS, COLOR SAMPLES, AND WARRANTIES.
3. DO NOT ORDER OR FABRICATE MATERIALS,UNTIL SHOP DRAWINGS HAVE BEEN
REVIEWED AND AND APPROVED BY A/E. ALWAYS MAINTAIN AND HAVE AVAILABLE
FOR REFERENCE A FIELD COPY OF ACCEPTED SHOP DRAWINGS AT THE JOB SITE.
4. SHOP DRAWING REQUIERED. WINDOWS AND HURRICANE SHUTTERSDOOR5.
CLEANING:
IN ADDITION TO REMOVAL OF RUBBISH AND LEAVING BUILDINGS 'BROOM CLEAN"
A. REPLACE BROKEN GLASS
B. REMOVE PAINT SPOTS AND SMEARS,STAIN5,MARK5,AND DIRT TO PROVIDE
CLEAN SURFACE.
C. CLEAN GLASS, I-1ARDWARE, FIXTURES, CASEWORK, AND EQUIPMENT.
D. WASH CONCRETE SURFACES,TILE FLOORS, TILE WALLS AND ANY OTHER
IMPERVIOUS FLOOR AND WALL SURFACES.
ENVIRONMENTAL PROTECTION:
1. CONTROL AMOUNT OF DUSK RESULTING FROM CONSTRUCTION OR DEMOLITION TO
PREVENT SPREAD OF DUST TO OTHER BUILDINGS AND TO AVOID CREATION OF A
NUISANCE IN SURROUNDINGAREAS.USE OF WATER TO CONTROL DUST WILL NOT BE
ALLOWED WHEN IT WILL RESULT IN, OR CREATE HAZARDOUS OR OBJECTIONABLE
CONDITIONS SUCH AS FLOODING.
2. TRAFFIC MAINTENANCE: CONDUCT REMOVAL OPERATIONS TO MAINTAIN TRAFFIC ALONG
EXISTING STREETS AND WALKS. KEEP PAVED STREETS AND WALKWAYS FREE OF
DEBRIS. REMOVE MATERIAL AND OTHER MATTER TRACKED OR FALLEN ONTO TRAFFIC
SURFACES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MATERIALS
INCLUIDING DEBRIS AND DUST, AND DISPOSE OF LEGALLY OFF SITE. USE METHODS
APPROVED BY A/E BEFORE BEGINING CLEANUP OPERATIONS.U5E OF BLOWERS TO
D15TR15UTE DUST IS NOT ALLOWED.
SAFEGUARDS DURING CONSTRUCTION:
1. SAFETY PROVISIONS DURING CONSTRUCTION AND PROTECTION OF ADJACENT PUBLIC
AND PRIVATE PROPERTIES. ACCORDING TO CHAPTER 13 OF THE EXISTING FLORIDA
BUILDING 2010 EDITION_
2. THE REWIRED EXIT DOORS SHALL BE A SIDE -HINGED DOOR NOT LF -55 THAN 3 FEET IN
WITH AND 6 FEET S INCHES IN HEIGHT. OTHER DOORS SHALL NOT BE REQUIRED TO
COMPLY WITH THESE MINIMUM DIMENSIONS. AS PER R311.42. OF F.B.G. RESIDENTIAL.
3. ALL LOCKS OR LATCH ON EGRESS DOOR SHALL- BE READILY OPERABLE FROM THE
SIDE FROM WHICH EGRE55 15 TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT AS PER 8311.4.4 OF F.B.C. RESIDENTIAL. 2010 EDITION
4, ALL SINGLE EXTERIOR SWING DOORS SHALL HAVE A LOCK TO BE KEY OPERATED
FROM THE EXTERIOR WITH A MINIMUM OF 6000 POSSIBLE KEY CHANGES OR LOCKING
AUXILIARY SINGLE DEAD BOLT WITH HARDENED BOLT.
5. THE ACTIVE LEAF OF PAIRS OF EXTERIOR SWING DOORS SHALL NAVE SAME LOCKS AS
REQUIRED FOR SINGLE EXTERIOR SWING DOORS. THE INACTIVE LEAF SHALL HAVE
MULTIPLE POINTS OF LOCKS WITH 5/0' IN. THROW BOLTS WITH INSERTS.
6. JAMBS OF ALL EXTERIOR OFFSET TYPE IN SWING DOORS SHALL BE RABBET, OR OF
SIMILAR FABRICATION, TO PREVENT DEFEATING THE PURPOSE OF THE STRIKE AND THE
INTEGRITY OF THE LOCKS AND LATCHES,
7. HINGES ON EXTERIOR OUT SWINGING DOORS SHALL HAVE NON -REMOVABLE PINS AND
NDN -EXPOSED SCREWS.
8. GLASS AND EXTERIOR DOORS SHALL COMPLY WITH THE AMERICAN NATIONAL
STANDARDS INSTITUTES STANDARD 29-1.1.
9. VISION PANEL EXTERIOR DOORS OTHER THAN GLAZING WITHIN 40' OF THE INSIDE
LOCKING ACTIVATION DEVICE OF LOOSE AND SWING DOORS SHALL COMPLY WITH THE
ANSI STANDARD 297.1.
10. ALL WINDOW, DOORS, GLASS AND GLAZING SHALL BE AS SET OF F.B.C. BUILDING 2010
EDITION.
11. ALUMINUM WINDOWS SHALL COMPLY WITH F.S.G. BUILDING 2010 EDITION
12. FRONT MAIN ENTRANCE DOORS SHALL BE PROVIDED WITH A DOOR SCOPE OR VISION
PANELS.
13. ALL EGRESS WINDOWS TO HAVE A CLEAR OPENING OF NOT LESS THAN 30' IN WIDTH
AND 24" IN HEIGHT, MINIMUM 51 SF. IN AREA HEIGHT TO OPENING SHALL NOT EXCEED
36' ABOVE FINISH FLOOR.
14. CONTRACTOR TO VERIFY ALL AS -BUILT OPENINGS PRIOR TO FABRICATION.
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FLAME SPREAD AND SMOKE DENSITY:
8315.1 WALL AND CEILING FINISHES SHALL BE HAVE FLAME
SPREAD CLASSIFICATION OF NOT GREATER THAN 200.
EXCEPTION: FLAME -SPREAD REQUIREMENTS FOR FINISHES
SHALL NOT APPLY TO TRIM DEFINED AS PICTURE MOLDS, CHAIR
RAILS, 5A5E5OARDS AND HANDRAILS± TO DOORS AND
WINDOWS OR THEIR FRAMES± OR TO MATERIALS THAT ARE LE55
THAN Yea INCH IN THICKNESS CEMENTED TO THE SURFACE OF
WALLS OR CEILINGS IF THESE MATERIALS HAVE A
FLAME -SPREAD CHARACTERISTIC NO GREATER THAN PAPER OF
TH15 THICKNESS CEMENTED TO A NONCOMBUSTIBLE BACKING.
8315.2 SMOKE -DEVELOPED INDEX
WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED
INDEX OF NOT GREATER THAN 450.
8315.3 TESTING
TEST SHALL BE MADE IN ACCORDANCE WITH ASTM E B4.
8315.4 ALTERNATE TEST METHOD.
AS AN ALTERNATE TO HAVING A FLAME -SPREAD GLASIFICATION
OF NOT GREATER THAN 200 AND A SMOKE DEVELOPED INDEX
OF NOT GREATER THAN 450 WHEN TESTED IN ACCORDANCE WITH
ASTM E 54, WALL AND CEILING FINISHES, OTHER THAN TEXTILES,
SHALL BE PERMITTED TO BE TESTED IN ACCORDANCE WITH
NFPA 256.MATERIAL5 TESTED IN ACCORDANCE WITH NFPA 256
SHALL MEET THE FOLLOWING CRITERIA:
DURING THE 40KW EXPOSURE, THE INTERIOR FINISH SHALL
COMPLY WITH ITEM *1. DURING THE 160 KW EXPOSURE, THE
INTERIOR FINISH SHALL COMPLY WITH ITEM *2. DURING THE ENTIRE
TEST, THE INTERIOR FINISH SHALL COMPLY WITH ITEM 3.
1. -DURING THE 40 KW EXPOSURE, FLAMES SHALL NOT SPREAD
TO THE CEILING.
2. -DURING THE 160 KW EXPOSURE, THE INTERIOR FINISH SHALL
COMPLY WITH THE FOLLOWING:
2.1. FLAME SHALL NOT SPREAD TO THE OUTER EXTREMITY OF THE
SAMPLE ON ANY WALL OR CEILING.
22. FLASHOVER, AS DEFINED IN NFPA 286, SHALL NOT OCCUR.
3.- THE TOTAL SMOKE RELEASED THROUGHOUT THE NFPA 256
TEST SHALL NOT EXCEED 1,000 m
8316.1 INSULATION
INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR
RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED
WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES,
WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A
FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN
ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED
450 WHEN TESTED IN ACCORDANCE WITH A5TM E 54.
EXCEPTIONS:
1. WHEN SUCH MATERIALS ARE INSTALLED IN CONCEALED
SPACES, THE FLAME -SPREAD AND SMOKE -DEVELOPED
LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT
THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE
UNEXPOSED SURFACE OF THE CEILING, FLOOR OR WALL FINISH.
2_ CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY
APPLIED, COMPLYING WITH THE REQUIREMENTS OF SECTION
83163, SHALL ONLY BE REQUIRED TO MEET THE
SMOKE -DEVELOPED INDEX OF NOT MORE THA . 50.
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