HomeMy WebLinkAboutFLOOR PLAN , ISLAND VILLAGE #1 FLOOR PLAN� - I
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PROPOSED 2" X 6" FRAME WALL
PROPOSED 2" X 4" FRAME WALL
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5" X 5" FILLED CELL W/ 1 - *5 BAR DOWLED FROM FOOTING TO
TIE BEAM: FILL CELLS AT ALL CORNERS, OPENINGS E AT 32" O/C
AREA CALCULATIONS
AREA UNDER ROOF
9 (o O SQFT
OPEN DECK
5 4 O SQFT
TOTAL AREA
1 5 O O SQFT
THREE EXISTING ELECTRIC METERS '
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ELECTRICAL PANEL WITH
12 SPARE CIRCUITS
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TOILET LAV LAV I TOILET DIAGRAM
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3" 2" s NOT TO SCALE
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SINK
2°
DRINKING
FOUNTAIN
DRINKING
FOUNTAIN ° EX16TING POTABLE
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SYSTEM
4" EXISTING
SEPTIC SYSTEM
BUILDING INFORMATION
SITE ADDRESS
ISLAND VILLAGES
94013 S. OCEAN DRIVE
JENSEN BEACH, FLORIDA 3495-1
ST. LUCIE COUNTY
NEW CONSTRUCTION
TYPE III-B
BUILDING CLASSIFICATION GROUP ASSEMBLY A-3
SEE LIFE SAFETY PLAN, SHEET MZ FOR EGRESS INFORMATION
USABLE AREA
CALCULATION
OCCUPANCY
FUNCTION
SQFT, PER
OCCUPANT
OCCUPANT
LOAD
g 6 0 SQFT
READING ROOM
1 5 NET
64 PEOPLE
5 4 0 SQFT
OPEN DECK
1 5 NET
36 PEOPLE
TOTAL OCCUPANT LOAD
100 PEOPLE
REQUIERED AND PROVIDED PLUMBING FIXTURES:
2 WATER CLOSETS
(I MEN'S 8 1 WOMEN'S)
2 LAVATORIES
(I MEN'S 6 1 WOMEN'S)
I DRINKING FOUNTAIN
1 SERVICE SINK
FLOOD ZONE 'AE'
FEMA MAP PANEL NO. 12111C0312J DATED: 03/16/2012
INFORMATION TAKEN FROM SURVEY PREPARED BY:
WILLIAM B. ZENTZ 4 ASSOCIATES, INC.
JOB° 182-019 DATED: 06/10/2019
WIND LOAD INFORMATION
CODE EDITIONS:
201-1 FLORIDA BUILDING CODE 6TH EDITION
CHAPTER 6 OF ASCE -1 - 1 0
BUILDING DESIGN:
ENCLOSED
ULTIMATE DESIGN WIND SPEED:
110 MPH
NOMINAL DESIGN WIND SPEED:
132 MPH
RISK CATEGORY:
II
WIND IMPORTANCE/ USE FACTOR:
1, 0
INTERNAL PRESSURE COEFFICIENT:
EXPOSURE CATEGORY:
"D"
WALLS (ENCLOSED):
63 P,S,F,
IMPACT PROTECTION:
IMPACT RESISTANT DOORS 8 WINDOWS
COMPONENTS E CLADDING:
ZONE 4
10 SQ, FT, _ + 52.0/ -56,0 F.S.F.
20 50, FT, _ + 50,0/ - 54,0 P,S,F,
50 SQ, FT, _ + 4-t,O/ - 51.0 P.S.F.
100 SQ, FT, _ + 44,0/ - 49,0 P.S.F.
ZONE 5
10 SQ, FT, _ + 52,0/ --10.0 P,S,F,
20 SQ, FT, _ + 50,0/ - 65,0 P,S,F,
50 SQ, FT, _ + 4-t.O/ - 59,0 P.S.F.
100 SQ, FT, _ + 44,0/ - 54,0 P.S.F.
ALL DOORS d WINDOWS TO BE INSTALLED AS PER PRODUCT APPROVAL
ROOF HEIGHT MAX, 12'- 0"
GENERAL NOTES
* CONTRACTORS TO VERIFY ALL SQUARE FOOTAGES
* CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AVAILABLE AT
SITE BEFORE PROCEEDING W/ CONSTRUCTION
* CONTRACTOR TO HAVE CERTIFIED FLORIDA SURVEYOR LAY OUT BUILDING
ON LOT TO ASSURE NO SETBACKS OR EASEMENTS ARE ENCROACHED
* WINDOWS SHALL BE HEAVY DUTY ALUMINUM BY PGT W/ BRONZE
FRAMES, SCREENS d IMPACT GLASS
* SIZES INDICATED AT ALL DOOR 8 WINDOW OPENINGS ARE NOMINAL
AND MUST BE VERIFIED W/ MANUFACTURER FOR ACTUAL SIZE AND
ROUGH OPENING
* TEMPERED GLASS TO BE USED AT ALL HAZARDOUS AREAS
* EXTERIOR DOORS e WINDOWS SHALL BE CERTIFIED FOR RESISTANCE TO
LOCAL WIND PRESSURE AS REQUIRED BY F.B.C. 201-1 (oTH EDITION - IZO M.P.H.
WIND LOAD
* ALL LUMBER IN CONTACT W/ CONCRETE OR MASONRY SHALL
BE PRESSURE TREATED
* ALL STRUCTURAL FRAMING TO BE HEM FIR 02, SPF 01, SOUTHERN PINE 02
OR APPROVED ALTERNATE W/ fb=1000 P,S,I, MIN. - NON - STRUCTURAL
FRAMING MAY BE SELECTED SPECIES - "STUD" GRADE
DRAWING INDEX
SHEET
#1
FLOOR PLAN
SHEET
02
ELEVATIONS
SHEET
#3
FOUNDATION PLAN
FLOOR FRAMING PLAN
SHEET
#4
ROOF FRAMING PLAN
SECTION
SHEET
1*5
ELECTRICAL PLAN
SHEET
#6
H,V,A,C. PLAN
SHEET
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LIFE SAFETY PLAN
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REVISIONS
O 4 DEC
113
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2 O
2 8 APR
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2 1 MAY
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2 S JUN
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2 OCT 1 c3
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OII��F SEVEN
REG.41