HomeMy WebLinkAboutCONSTRUCTION PLANProperty Identification
Site Address: 133 NETTLES BLVD
Parcel ID: 4502-501-0319-000-0
Sec/Town/Range: 02/37S/41E
Map ID: 45/02G
Use Type: 0200
Zoning: HIRD
Jurisdiction: Saint Lucie County
Permit History
Number
Issue
0254130
Mar 1, 1988
C1504-0444
May 8, 2015
23090185
Finaled 9/2/2003
0508-0759
Finaled 8/22/2005
1504-0444
Finaled 4/24/2015
Ownership
Diane L Bellefleur
Charles J Bellefleur
133 Nettles BLVD
Jensen Beach, FL 34957
Legal Description
NETTLES ISLAND INC, A CONDO -SECTION II
PARCEL 133 ANDPRO-RATA SHARE IN COMMON
ELEMENTS (OR 3644-85)
Total Areas
Finished/Under Air (SF): 712
Gross Area (SF): 724
Land Size (acres): 0.05
Land Size (SF): 2,050
Total Building Count:1
59.34"
120.8211
34.70"
FT
aSP
Date Description
RP Tag for Mobile Home
Screen Room
PLUMBING - RESIDEN
ELECTRIC - RESIDE I.
ALUMINUM ROOF VF
78.76"
H
4'
NEW CEMENT SIDING & SKIRT
PER NOA-17-0821.21 & FBC 2017
NEW REAR EXIT DECK AND STAIRS
WITH GUARD AND HAND RAILS PER FBC 2017
HATCHED AREA INDICATES AREA TO BE SERVICED
BY FLOOD OPENINGS PER FBC R322.2.2
MIN.712 SQUARE INCHES OF FLOOD VENTS
REQUIRED FOR FLOOD AREA TO BE SERVICED
1SQ."(inch) of flood vent for every
1SQ.' (foot) of enclosed space MIN.
The walls and partitions below the
design flood elevation have been
designed to collapse from a water
load less than that which would
occur during the base flood.
Water —loading values used for the
design of the breakaway walls and
partitions below the design flood
elevation are those associated with
the design flood.
PLOT PLAN
SCALE: 1/4" = 1'-0" A/R:N/A
Primary Building Information CONSTRUCTION SHALL COMPLY WITH FBC2017 6TH EDITION R322.2.2:
Finished Area of this building:
g
R322.2.2 Enclosed area below design flood elevation.
Enclosed areas, including crawl spaces, that are below the design flood elevation shall:
712 SF
1. Be used solely for parking of vehicles, building access or storage.
Gross Area of this building:
2. Be provided with flood openings that meet the following criteria:
724 SF
2.1. There shall be a minimum of two openings on different sides of each enclosed area; if a
building has more than one enclosed area below the design flood elevation, each area shall
Exterior Data:
have openings on exterior walls.
Roof Cover:
2.2. The total net area of all openings shall be at least 1 square inch (645 mm2) for each
Roof Structure:
square foot (0.093 m2) of enclosed area, or the openings shall be designed and the
Building 9 Type: MHH
construction documents shall include a statement by a registered design professional that the
design of the openings will provide for equalization of hydrostatic flood forces on exterior
Year Built: 1988
walls by allowing for the automatic entry and exit of floodwaters as specified in Section 2.6.2.2
Frame:
ofASCE 24.
Grade: PKMB
2.3. The bottom of each opening shall be 1 foot (305 mm) or less above the adjacent
Effective Year: 2000
ground level.
Primary Wall:
2.4. Openings shall be not less than 3 inches (76 mm) in any direction in the plane of the
Story Height: 1 Story
wall.
No. Units: 1Secondary
2.5. Any louvers, screens or other opening covers shall allow the automatic flow of
Wall:
floodwaters into and out of the enclosed area.
Interior Data
2.6. Openings installed in doors and windows, that meet requirements 2.1 through 2.5, are
Bedrooms: 0
acceptable; however, doors and windows without installed openings do not meet the
A/C %: 100%
requirements of this section.
Electric:
Primary Int Wall:
GENERAL
NOTES :
Full Baths: 0
Heated %: 100%
1.
WEATHERING AREA IS HEAVY
Heat Type: FrcdHotAir
2.
TERMITE AREA IS VERY HEAVY
Avg Hgt/Floor: 0
3.
ALL WOOD —FRAMING MEMBERS SHALL BE PRESSURE
Half Baths: 0
TREATED WITH STAINLESS STEEL (SS) FASTENERS.
Sprinkled %: 0%
4.
ALL FASTENERS SHALL BE STAINLESS STEEL.
Heat Fuel: ELEC
5.
ALL SIMPSON CONNECTORS AND FASTENERS SHALL BE
Primary Floors:
STAINLESS STEEL.
6.
CONTRACTOR TO VERIFY ALL DIMENSIONS AND REPORT
ANY DISCREPANCIES TO ENGINEER.
7.
THE LAYOUTS AND DETAILS SHOWN ON THESE PLANS
ARE TYPICAL AND MEANT TO REPRESENT THE YPICAL
DIMENSIONS AND RE_ATIONSHIPS OF THE STAIRS,
DESIGN
PARAMETERS
1. BUILDING CATEGORY II
2. FLORIDA BUILDING CODE RESIDENTIAL 2017
3. BUILDING DESIGN IS CLOSED
4. WIND SPEED: (Vult) 160 MPH 3—SECOND GUST
(Vasd) 124 MPH 3—SECOND GUST
5. WIND EXPOSURE CLASSIFICATION: C
6. FLOOR 40 PSF
7, A CONTINUOUS LOAD PATH WAS PROVIDED
THESE PLANS A14D ALL PROPOSED WO;K
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
ry MAY :014NECESSARY, IN9RD9R,TO
CO{NPLY..WCTliAt-�Pi,16A' %CQpES.'
SCANNED
BY
St Lucie County
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP_LWAN6E
MUST BE KEPT ON(IOB OR
NO INSPECTION WILL BE MADE
Vehicle Identification Number: CE10CFL1117870801 Year/Make: 1988 CHARLAMOR CORP.
Previous Title State: FLORIDA Registration Expiration Date:
Title: 45549165 'Title Issue Date: 2/2/2006
Title Status: CANCELLED Title Print Date:
Odometer Reading/Status: Odometer Date:
Color: UNKNOWN COLOR Vehicle Type: MOBILE HOME
Length: 38 Owner Information: 1 owner
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`rM1.
VICINITY MAP:
K
GENERAL NOTES:
ARCHITECT / ENGINEERS
STAMP
133 Nettles Blvd, Jensen Beach, FL 34957
DRAWING NAME:
PLOT
PLAN
Ho in, on- 4ato13
ARCHITECT/ ENGINEER OF RECORD
REVISION DATE I
xxx xxx
REVISION-131-3-22-18
DRAWN BY: DRAWING NO.
CadConDesign.conn
DATE DRAWN:
12-26-17
DATE SUBMITTED:
12-26-17
H
FOOD \VEN
8 CS TYP,
FLOOD VENTS
816CS TYP.
2
FT
� SP.
FLOOD VENTS
864SQ." OF VENTED
OPENINGS: (6 UNITS)
VENTS TO BE FLOOD
INSURANCE FLOOD VENTS
BY CRAWL SPACE DOOR
SYSTEMS. INC. — 816CS
TYP.
EXISTING 2X4 #2SOUTHERN PINE STUDS
@ 16" O.C.
FASTENERS PER NOA-17-0821.21
3 NEW CEMENT (STAINLESS OR GALVANIZED)
2 SIDING & SKIRT TOP PLAT TO EXISTING METAL
EXISTING INTERIOR
TO REMAIN
\ VAPOR BARIER PER NOA-17-0821.21
16"X24" DOOR W/AIR VENT;
MODEL 1624C;
8" PLYWOOD SUB -SHEETING INSTALL PER NOA-17-0821.21
\ HARDIE PLANK (HZ10)
FLOOD VENTS INSTALL PER NOA-17-0821.21
816CS TYP.
#8 SREWS @32" O.C. (STAINLESS OR GALVANIZED)
5 TOP PLAT TO EXISTING METAL
2 RIM FRAME
\ \ MANUAL FOUNDATION
s \ AIR VENT NFA 95
�. MODEL #- AV816
(8) TOTAL (2) PER SIDE
\�
7 3 \ /
FLOOD VENTS
816CS TYP.
HATCHED AREA INDICATES AREA TO BE SERVICED
BY FLOOD OPENINGS PER FBC R322.2.2
MIN.712 SQUARE INCHES OF FLOOD VENTS
REQUIRED FOR FLOOD AREA TO BE SERVICED
1 SQ.''(inch) of flood vent for every
1SQ.' (foot) of enclosed space MIN.
The walls and partitions below the
design flood elevation have been
designed to collapse from a water
load less than that which would
occur during the base flood.
Water —loading values used for the
design of the breakaway walls and
partitions below the design flood
elevation are those associated with
the design flood.
WALLS BELOW THE TRAILER WERE
DESIGNED TO BREAK AWAY DURING
FLOOD EVENTS IN COMPLIANCE
WITH FBC R322.3.4
PLAN
SCALE: 1/2" = 1'-0" A/R:N/A
")IL)INU LL I /AIL
SCALE: 6" = 1'-0" A/R N/A
FLASHING
HARDIE TRIM (HZ10)
INSTALL PER NOA-17-0821.21
FLASHING
322.1.8 Flood -resistant materials. Building materials used below the elevation required in Section 322.2 (flood
hazard areas including A Zones) or 322.3 (coastal high -hazard areas including V Zones) shall comply with the
following:1. All wood, including floor sheathing, shall be pressure -preservative -treated in accordance with
AWPA U1 for the species, product, preservative and end use or be the decay -resistant heartwood of redwood,
black locust or cedars. Preservatives shall be listed in Section 4 of AWPA U1. 2. Materials and installation
methods used for flooring and interior and exterior walls and wall coverings shall conform to the provisions of
FEMA/FIA-TB-2.
FASTENERS
(STAINLESS OR GALVANIZED)
@6" O.C.1"
MIN EMBEDMENT
G
SIDING F
STENERS PER NOA-17-082121
(STAINLESS
OR GALVANIZED)
"PRESUR
TREATED G
PLYWOO
SUB -SHEETING
PER NOA-
7-0821.21
VAPOR B
RIER PER NOA-17-0821.21 C
P.T. PLYWD
@ CRAWL SPACE WALLS TYP
PRESSURE TREATED 2X4
SKIRT WALL STUDS 16" O.C.
USE (STAItiLESS OR GALVANIZED)
FLOOD PROOF SKIRT
SCALE: 6" = 1' —0" A/R:N/A
'ER STRIP
-0821.21
3" TAPCON
(STAINLESS OR GALV.
MIN 2" EMBEDMENT
(y32"O.C.
PRESSURE TREATED 2X4
SEWS @16" O.C. (STAINLESS OR
VANIZED)
PLAT TO EXISTING METAL
FRAME
;SSURE TREATED 2X4
TYPICAL
SIMPSON
RSP4 STUD TO
SINGLE TOP
PLATE
SSURE TREATED 2X4
8" TAPCON
(STAINLESS OR GALVANIZED)
MIN 2" EMBEDMENT
@32"O.C.
PRESSURE TREATED 2X4
. NOA-17-0821.21 5 A I R VENT DETAIL.
GALVANIZED)
2 SCALE: 6" = V-0" A/R:N/A
ENING PER
'ACE
)INSURANCE
R SYSTEMS, INC
FLOOD VEH T DETAIL
SCALE: 6" — 1'-0" A/R:N/A
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITY OF THE
CONMCTOROFRECORD
THESE PLANS AND ALL PROPOSED WORK
1. ARE SUBJECT TO ANY CORRECTIONS .
REQUIRED BY FIELD INSPECTORS THAT.
i**AAY BII REQUIRED.
ICESOARY IN ORDER TO.
CA"JIPLY rthl. ,$�RLICA� CODES.,
,� 44
CAD -CON DESIGN LLC
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VICINITY MAP:
GENERAL NOTES:
ARCHITECT / ENGINEERS
STAMP
JOB NAME:
133 Nettles Blvd, Jensen Beach, FL 3495-
DRAWING NAME:
DETAIL
PLAN
CONTRACTOR:
ARCHITECT/ ENGINEER OF RECORD
REVISION DATE
xxx xxx
REVISION -R1-3-22-18
DRAWN BY: DRAWING NO.
CadConDesign.com
DATE DRAWN:
12-26-17
DATE SUBMITTED:
12-26-17
R311.7.5 Stair treads and risers.
Stair treads and risers shall meet the requirements of this section. For
the purposes of this section all dimensions and dimensioned surfaces
shall be exclusive of carpets, rugs or runners.
R311.7.8 Handrails.
Handrails shall be provided on at least one side of each continuous run
of treads or flight with four or more risers.
R311.7.5.1 Risers. R311.7.8.1 Height.
Handrail height, measured vertically from the sloped plane adjoining
The maximum riser height shall be 73/4 inches (196 mm). The riser the tread nosing, or finish surface of ramp slope, shall be not less than
shall be measured vertically between leading edges of the adjacent 34 inches (864 mm) and not more than 38 inches (965 mm).
treads. The greatest riser height within any flight of stairs shall not
exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be R311.7.8.2 Continuity.
-vertical or sloped from the underside of the nosing of the tread above Handrails for stairways shall be continuous for the full length of the
at an angle not more than 30 degrees (0.51 rad) from the vertical. Open flight, from a point directly above the top riser of the flight to a point
risers are permitted provided that the opening between treads does not directly above the lowest riser of the flight. Handrail ends shall be
permit the passage of a 4-inch-diameter (102 mm) sphere. returned or shall terminate in newel posts or safety terminals.
Handrails adjacent to a wall shall have a space of not less than 11/2 inch
R311.7.5.2 Treads. (38 mm) between the wall and the handrails.
The minimum tread depth shall be 10 inches (254 mm). The tread
depth shall be measured horizontally between the vertical planes of the R311.7.8.3 Grip -size.
foremost projection of adjacent treads and at a right angle to the tread's All required handrails shall be of one of the following types or provide
leading edge. The greatest tread depth within any flight of stairs shall equivalent grasp -ability.
not exceed the smallest by more than 3/8 inch (9.5 mm).
R312.1 Guards.
Guards shall be provided in accordance with Sections R312.1.1
through R312.1.4.
R312.1.1 Where required.
Guards shall be located along open -sided walking surfaces,
including stairs, ramps and landings, that are located more than
1. Type I. Handrails with a circular cross section shall have an outside
diameter of at least 11/4 inches (32 mm) and not greater than 2 inches
(51 mm). If the handrail is not circular, it shall have a perimeter
dimension of at least 4 inches (102 mm) and not greater than 61/4
inches (160 mm) with a maximum cross section of dimension of 21/4
inches (57 mm). Edges shall have a minimum radius of 0.01 inch (0.25
mm).
GENERAL NOTES:
1. WEATHERING AREA IS HEAVY
2. TERMITE AREA IS VERY HEAVY
3. ALL WOOD —FRAMING MEMBERS SHALL BE PRESSURE
TREATED WITH STAINLESS STEEL (SS) FASTENERS.
4. ALL FASTENERS SHALL BE STAINLESS STEEL.
5. ALL SIMPSON CONNECTORS AND FASTENERS SHALL BE
STAINLESS STEEL.
6. CONTRACTOR TO VERIFY ALL DIMENSIONS AND REPORT
ANY DISCREPANCIES TO ENGINEER.
7. THE LAYOUTS AND DETAILS SHOWN ON THESE PLANS
ARE TYPICAL AND MEANT TO REPRESENT THE TYPICAL
DIMENSIONS AND RELATIONSHIPS OF THE STAIRS.
DESIGN PARAMETERS
1. BUILDING CATEGORY II
2. FLORIDA BUILDING CODE RESIDENTIAL 2017
3. BUILDING DESIGN IS CLOSED
4. WIND SPEED: (Vult) 160 MPH 3—SECOND GUST
(Vasd) 124 MPH 3—SECOND GUST
5. WIND EXPOSURE CLASSIFICATION: C
6. FLOOR 40 PSF
7. A CONTINUOUS LOAD PATH WAS PROVIDED
30 inches (762 mm) measured vertically to the floor or grade 2. Type II. Handrails with a perimeter greater than 61/4 inches (160
below at any point within 36 inches (914 mm) horizontally to the mm) shall have a graspable finger recess area on both sides of the
edge of the open side. Insect screening shall not be considered as profile. The finger recess shall begin within a distance of 3/4 inch (19
a guard. mm) measured vertically from the tallest portion of the profile and
achieve a depth of at least 5/16 inch (8 mm) within 7/8 inch (22 mm)
R312.1.2 Height. _ P p q P
below the widest portion-�f the profile. This re ��red depth shall 0 _
Required guards at open -sided walking surfaces, including star continue for at least 3/8 inch (10 mm) to a level that is not less than 13/4
porches, balconir - or landings, shall be rot less than 36 inches inches (45 mm) below the tallest portion of the Drofile. The minimum
g y g - . 2X2 PT PICKETS Tom. BE ARRANGED 2X6, T OUTSIDE TOP RAIL
(914 mm) high measured vertically above the adjacent walking width of the handrail abLYve the recess shall be k/4 inches (32 mm) to a FASTENED W/ #10X3-1/2°
surface, adjacent fixed seating or the line connecting the leading maximum of 23/4 inches (70 mm.). Edges shall have a minimum radius SUCH THAT A PASS AT ANY POINT TYP. SPHERE CANNOT SS WOOD SCREWS
edges of the treads. of 0.01 inch (0.25 mm). HANDRAIL AND GUARDRAILS TO
P.T. 2X6 RESIST 200# CONCENTRATED
a 16" O C
a P.T. DECK BOARDS ; HORIZONTAL LOAD TYP.
OVER DECK FRAMING SIMPSON HU26SS
W/STAINLESS STEEL x ' " M JOIST HANGER 5"
a DECK BOARDS ON LANDINGS
SIMPSON POST BASE ABU44SS
2" STAINLESS
STEEL THRU
BOLTS TYP.
p
}x
3�
•" � may`"-. a.
�
�v t
+V--
IOWMWAMM
E=�
C
— STAINLES STEEL
5/8" X'3" EPDXY IN BOLT TYP
A POST ATTACHMENT DETAIL
3 SCAI F. NTS A/R:N/A
1N
FASTENERS
#8 SCREWS W/MIN
1" EMBEDMENT
Attach decking to each joist
with 2-8d threaded nails or 248
screws. Space decking boards
approximately 1 /8" apart.
\"'A
PLAN
JOIST TO BEAM DETAIL
SCALE: NTS
SCALE: 1 /2" = V-0" A/R:N/A
W/SS FASTENERS
P.T. 2X8
A/R:N/A 2X2 PT PICKET FASTENED AT
TOP AND BOTTOM W/ (1) —
#10X3" SS WOOD SCREW (TYP)
GROUND CONTACT PT 4X4 POSTS
W/(2) SS 5/8" DIA THREADED _
RODS W/ SS HEAVY WASHER
PLATER AND NUT EACH END
SIMPSON ABU44SS POST BASE
W/ 5/8"X3" EPDXY BOLTS (TYP)
6" SLAB EXISTING �\
PT 2X8 FASTENED TO POST
W/ (2) SS 5/8" DIA THRU BOLTS
WASHER
AND NUT EACH END TYP.
3
/ R R R A THRU BOLT
W/ s STAINLESS STEEL BOLT
•
•
K�
ELEV NEW STAIRS
SCALE: 1" = V-0" A/R:N/A
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GENERAL NOTES:
ARCHITECT / ENGINEERS
STAMP
JOB NAME:
STAIR TREADS TO BE P.T. 4" BOARDS 133 Nettles Blvd, Jensen Beach, FL 34957
ATTACHED TO STRINGERS
DRAWING NAME:
W/ (2) 3" COATED WOOD
SCREWS EA. TREAD TYP. OR EQUIVALENT NEW DECK
PLAN
PICKETS ALONG STAIRS CONTRACTOR:
NOT SHOWN FOR CLARITY
PT CLOSERS BELOW
EA. TREAD TYP.
THESE PLANS AND ALL PROPOSED WOFIC
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MY BC NECESSARYIN QRDERTO ill
C61AI LYWltM*-At.LAPPLICA�I:"'i
NOTCH NEW STAIR STRINGERS
TO ATTACH TO STRUCTURAL
MEMBERS W/ LUS28SS TYP.
ARCHITECT/ ENGINEER OF RECORD
I REVISION I DATE I
xxx xxx
REVISION—R1-3-22-18
DRAWN BY:
CadConDesign.conn
DATE DRAWN:
12-26-17
DATE SUBMITTED:
12-26-17
53:L111hIa1101 ]