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EXITING EQUIPMENT
TO BE REMOVED
DEMOLITION NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ARCHITECTURAL,
STRUCTURAL, MECHANICAL, AND ELECTRICAL DETAILS AND DIMENSIONS. ANY
DISCREPANCIES BETWEEN SUCH DETAILS AND DIMENSIONS SHALL BE REPORTED
TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND
SEQUENCE TO INSURE THE INTEGRITY OF THE BUILDING AND ITS COMPONENT
PARTS DURING CONSTRUCTION.
4. THESE PLANS HAVE BEEN PREPARED PER THE REGULATIONS OF THE
FLORIDA BUILDING CODE. THE WORK OF ALL CONTRACTORS SHALL COMPLY
WITH THE REQUIREMENTS SET FORTH IN THE AFOREMENTIONED CODE. NO
DEVIATIONS FROM WORK SHOWN OR REASONABLY IMPLIED SHALL BE UNDERTAKEN
WITH OUT THE ENGINEER'S WRITTEN CONSENT - A COPY OF WHICH WILL
BE FILED WITH THE CONSTRUCTION OFFICIAL.
5. ANY CHANGES TO OR DEVIATIONS FROM THESE DAWNINGS SHALL NOT
BE MADE WITHOUT WRITTEN CONSENT FROM THE ENGINEER.
6. THESE DRAWINGS ARE THE PROPERTY OF THE ENGINEER AND SHALL NOT BE
USED WITHOUT HIS CONSENT. DRAWINGS SHALL NOT BE USED FOR ISSUE OF
A BUILDING PERMIT UNLESS SIGNED AND SEALED BY THE ENGINEER.
7. THE OWNER AND THE CONTRACTOR SHALL HOLD HARMLESS THE ENGINEER
FROM AND AGAINST ALL LIABILITY CLAIMS, DAMAGES, LOSSES AND EXPENSES
INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM ERRORS OR
OMISSIONS IN THE ENGINEER'S DRAWINGS AND THE PERFORMANCE OF THE
WORK BY THE CONTRACTOR. THE DRAWINGS SHOW THE GENERAL ARRANGEMENTS
AND EXTENT OF THE WORK, AS THE WORK PROGRESSES, THE OWNER AND
THE CONTRACTOR, AT NO EXTRA COSTS, SHALL MAKE MODIFICATIONS TO MAKE
THE PARTS ALIGN.
8. ALL WORK AND MATERIALS SHALL MEET THE REQUIREMENTS OF LOCAL AND
STATE CODES AND THE SPEC OF THE NATIONAL BOARD OF FIRE UNDERWRITERS.
CONTRACTORS SHALL CHECK AND VERIFY ALL PLAN DIMENSIONS AND CONDITIONS
BEFORE PROCEEDING CONSTRUCTION. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER FOR CORRECTION PRIOR TO BEGINNING ANY
WORK. THE DISCOVERY OF DISCREPANCIES AFTER THE BEGINNING OF WORK
WILL BE EVIDENCE OF FAULTY WORK AND SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR DO NOT SCALE DRAWNINGS. ALL WRITTEN DIMENSIONS GOVERN,
9. THE CONTRACTOR FOR THIS JOB PROJECT SHALL INCLUDE ALL MATERIALS
AND LABOR REQUIRED TO COMPLETE THE TOTAL PROJECT. THE CONTRACTOR
SHALL FURNISH AND PAY FOR ALL MATERIALS, TOOLS, EQUIPMENT, LABOR,
MACHINERY, TRANSPORTATION, HEAT, WATER, UTILITIES AND ALL OTHER
FACILITIES AND SERVICES REQUIRED FOR THE SAFE AND PROPER EXECUTION
AND COMPLETION OF THE WORK.
10. THE ENGINEER SHALL BE THE INTERPRETER OF THE CONTRACT DOCUMENTS.
THE DOCUMENTS SHOW AN OVERVIEW OF THE WORK REQUIRED UNDER THIS
CONTRACT AND RELATED REQUIREMENTS AND CONDITIONS THAT WILL IMPACT
THE PROJECT. ALL DRAWINGS ARE COMPLIMENTARY. THE DRAWING GENERALLY
SHOW THE INTENT OF THE OVERALL COMPLEXITY AND CONCEPTS OF THE
PROJECTS, AND DO NOT NECESSARILY SHOW ALL DETAILS AND CONDITIONS.
11. ALL NEW INTERIOR CONCRETE SLABS AND FOUNDATION WALLS AND FOOTINGS
SHALL HAVE A SOIL POISONING UNDER NEW WORK AND SHALL BE INSTALLED BY
A LICENSED CONTRACTOR. ALL WORK SHALL BE COMPLETED IN ACCORDANCE
WITH ALL STATE AND DEPARTMENT OF AGRICULTURE, STRUCTURAL PEST CONTROL
DIVISION REGULATIONS, RULES, DEFINITIONS AND REQUIREMENTS.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL
EXISTING SETBACKS, EASEMENTS, AND ANY DEED RESTRICTIONS.
13. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEANUP
AND SHALL INCLUDE THE SITE, AND THE BUILDING. THE ENTIRE PROJECT SHALL
BE LEFT IN A NEW, CLEAN CONDITION.
14. CONDUCT DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE
WITH EXISTING BEARING WALLS AND COLUMNS OTHER FACILITIES TO REMAIN.
15. PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING
IMPROVEMENTS INDICATED ON PLAN "EXISTING TO REMAIN."
16. REMOVE WASTE MATERIALS AND UNSUITABLE MATERIALS FROM
PROPERTY AND DISPOSE OF OFF SITE IN A LEGAL MANNER.
17. LOCATE EXISTING UTILITIES IN AREAS OF WORK IF UTILITIES ARE
TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND
PROTECTION DURING DEMOLITION OPERATION.
18. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON
PLAN OR NOTES "TO BE REMOVED."
19. PROTECT STRUCTURES, UTILITIES, PAVEMENT, AND OTHER FACILITIES FROM
DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT
AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION.
20. REPAIR AND MAKE SAFE ALL EXISTING CIRCUITS.
21. COMBINATION OF EXIT AND EMERGENCY LIGHT TO BE REPLACED AS NEEDED.
22. PATCH AND REPAIR ALL DRYWALL HOLES.
23. PATCH AND REPAIR ALL HOLES IN MASONRY WALL.
24. TERMINATE ELECTRICAL OUTLETS AND WIRING. MAKE SAFE. REMOVE ANY
NON -CODE CONFORMING WORK.
EXISTING EQUIPMENT
ARE TO BE REMOVED
EXISTING CONDITION AND
DEMOLITION PLAN
SCALE = 1/4"= 1 '
LEGEND
EXISTING EXTERNAL WALLS
EXISTING INTERNAL WALLS
EXISTING WALLS TO BE REMOVED
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DATE
SEPT/2018
PROJECT NO.
26900-18-100
SHEET NUMBER
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BUILDING DATA
LEVEL I RENOVATION
OCCUPANCY CLASSIFICATION: ASSEMBLY GROUP A-2
CONSTRUCTION TYPE: V
SPRINKLER STATUS: BUILDING IS NOT SPRINKLED
MAXIMUM BUILDING AREA: PER FBC TABLE 503 IS UNLIMITED SF
PROVIDED: 2,896 SF
OCCUPANT LOAD CALCULATIONS PER 2017 FBC 6TH EDITION
107.2.1, 1004.1, TABLE 1004.1.1
ASSEMBLY
WITH
FIXED
SITTING
= 1,990 SF
= 1:15
= 133 PERSON
ASSEMBLY
WITH
FIXED
SITTING
= 881 SF =
1:15 =
59 PERSON
(PATIO)
STORAGE AREA = 438 SF = 1:300 = 2 PERSON
CORRIDORS, BATHROOMS, = 468 SF = 0 PERSONS
MECHANICAL ROOMS
TOTAL OCCUPANTS = 194
TOTAL SF = 2,896 SF
EGRESS DATA
EXITS
REQUIRED EXITS = 2
PROVIDED EXITS = 3
COMMON PATH OF EGRESS TRAVEL
REQUIRED MAXIMUM = 75 FT.
PROVIDED MAXIMUM = 31 FT.
EXIT ACCESS TRAVEL DISTANCE
REQUIRED MAXIMUM = 200 FT.
PROVIDED MAXIMUM = 70 FT.
EGRESS WIDTH
REQUIRED OCCUPANT = 135 X 0.2 = 27 IN.
PROVIDED = 144 IN.
LEGEND
FIRE EXTINGUISHER 2A -108C FIRE EXP. W/ TOP
5' AFF AND BOTTOM SHALL NOT BE LESS (D F.E.
THAN 4" ABOVE THE FLOOR
EMERGENCY EXIT FIXTURE
SURFACE MOUNTED EMERGENCY LIGHT
WITH BATTERY BACKUP
COMBINATION OF EXIT AND EMERGENCY LIGHT 0
FIRE PREVENTION CODE:
FLORIDA FIRE PREVENTION CODE, 2017 6TH EDITION,
LIFE SAFETY CODE, NEPA 101 2015.
OCCUPANCY CLASSIFICATION: ASSEMBLY GROUP A-2
DISTANCE= 27'
STORAGE
M.BATHROOM
TRAVEL
DISTANCE= 54'
TRAVEL
DISTANCE= 55'
e
ENTRY
DISTANCE= 70'
PATIO
W.BATHROOM
DISTANCE= 52'
TRAVEL
DISTANCE= 55'
COMMON TRAVEL
DISTANCE= 31'
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DISTANCE= 23'ry
STORAGE
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TOTAL SITTING 142
LIFE SAFETY PLAN
SCALE = 1/4"= 1 '
LEGEND
EXISTING EXTERNAL WALLST-
EXISTING INTERNAL WALLS
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DATE
SEPT/2018
PROJECT NO.
26900-18-100
SHEET NUMBER
A2
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DATE
SEPT/2018
PROJECT NO.
26900-18-100
SHEET NUMBER
A2