HomeMy WebLinkAboutSUBMITTED PAPERSIK
r O MB. NO. 3067.0077
8T� p_#lS�lSl� ELEVATION CERTIFICATE
�S¢'re;May3,,,996
FEDERAL EMERGENCY MANAGEMENT AGENCY
NATIONAL FLOOD INSURANCE PROGRAM
ATTENTION: Use of this certificate does not provide a waiver of the flood insurance purchase requirement. This form is used only to
provide elevation information necessary to ensure compliance with applicable community floodplain management ordinances, to
determine the proper insurance premium rate, and/or to support a request for a Letter of Map Amendment or Revision (LOMA or LOMR).
Instructions for completing this form can be found on the following pages.
BUILDING OWNER'S NAME
SECTION A PROPERTY INFORMATION I FOR INSURANCE COMPANY USE I
POLICY NUMBER
STREET ADDRESS (Including Apt., Unit, Suite and/or Bldg. Number) OR P.O. ROUTE AND BOX NUMBEFr%lmt �' — COMPANY NAIC NUMBER
9801 S. Ocean Dr.. #901-2 BY
OTHER DESCRIPTION (Lot and Block Numbers, etc.)
St.
Lot 901 Section 2, Nettles Island Project
CITY STATE ZIP CODE
Jensen Beach Florida 34957
SECTION B FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
Provide the following from the proper FIRM (See Instructions):
1. COMMUNITY NUMBER
2. PANEL NUMBER
3. SUFFIX
4. DATE OF FIRM INDEX
6. BASE FLOOD ELEVATION
1
F5..FIRMZONE
(in AO Zones, use depth)
120285
0311
F
8-19-91
AE
7'
7. Indicate the elevation datum system used on the FIRM for Base Flood Elevations (BFE): ❑ NGVD'29 ❑ Other (describe on back)
8. For Zones A or V, where no BFE is provided on the FIRM, and the community has established a BFE for this building site, indicate
the community's BFE: I I I I I . ❑ feet NGVD (or other FIRM datum -see Section B, Item 7).
SECTION C BUILDING ELEVATION INFORMATION
1. Using the Elevation Certificate Instructions, indicate the diagram number from the diagrams found on Pages 5 and 6 that best
describes the subject building's reference level 7 .
2(a). FIRM Zones Al-A30, AE, AH, and A (with BFE). The top of the reference level floor from the selected diagram is at an elevation
of I I I 11 10J, i❑ feet NGVD (or other FIRM datum -see Section B, Item 7). CAI -1y'llf2{4S
(b). FIRM Zones V1-V30, VE, and V (with BFE). The bottom of the lowest horizontal structural member of the reference level from
the selected diagram, is at an elevation of I i I I I .❑ feet NGVD (or other FIRM datum -see Section B, Item 7).
(c). FIRM Zane A (without BFE). The floor used as the reference level from the selected diagram is L-❑.❑ feet above ❑ or
below ❑ (check one) the highest grade adjacent to the building.
(d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L-❑.❑ feet above ❑ or below ❑ (check
one) the highest grade adjacent to the building. If no flood depth number is available, is the building's lowest floor (reference
level) elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown
3. Indicate the elevation datum system used in determining the above reference level elevations: ® NGVD'29 ❑ Other (describe
under Comments on Page 2). (NOTE: If the elevation datum used in measuring the elevations is different than that used on
the` IRM [see Section B, Item 7], then convert the elevations to the datum system used on the FIRM and show the conversion
equon under Comments on Page 2.)
4. Elevation reference mark used appears on FIRM: ❑ Yes ® No (See Instructions on Page 4)
5. The reference level elevation is based on: ❑X actual construction ❑ construction drawings
(NOTE: Use of construction drawings is only valid if the building does not yet have the reference level floor in place, in which
case this certificate will only be valid for the building during the course of construction. A post -construction Elevation Certificate
will be required once construction is complete.)
6. The elevation of the lowest grade immediately adjacent to the building is: I I.❑ feet NGVD (or other FIRM datum -see
Section B, Item 7).
SECTION D COMMUNITY INFORMATION
1. If the community official responsible for verifying building elevations specifies that the reference level indicated in Section C, Item 1
is not the "lowest floor" as defined in the community's floodplain management ordinance, the elevation of the building's "lowest
floor" as -defined by the ordinance is: ❑ I I . feet NGVD (or other FIRM datum -see Section B, Item 7).
2. Date of the start of construction or substantial improvement
FEMA Form 81-31, MAY 93 REPLACES ALL PREVIOUS EDITIONS SEE REVERSE SIDE FOR CONTINUATION
SECTION E CERTIFICATION
This certification is to be signed by a land surveyor, engineer, or architect who is authorized by state or local law to certify elevati&
information when the elevation information for Zones Al—A30, AE, AH, A (with BFE),V1—V30,VE, and V (with BFE) is required.
Community officials who are authorized by local law or ordinance to provide floodplain management information, may also sign the
certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner, or an
owner's representative may also sign the certification.
Reference level diagrams 6, 7 and 8 - Distinguishing Features —If the certifier is unable to certify to breakaway/non-breakaway wall,
enclosure size, location of servicing equipment, area use, wall openings, or unfinished area Feature(s), then list the Feature(s) not
included in the certification under Comments below. The diagram number, Section C, Item 1, must still be entered.
l certify that the information in Sections B and C on this certificate represents my best efforts to interpret the data available.
I understand that any false statement maybe punishable.by fine or imprisonment under 18 U.S. Code, Section 1001.
CERTIFIER'S NAME LICENSE NUMBER (or Affix
TITLE COMPANY NAME
CITY
DATE PHONE
STATE ZIP
Copies should be made of this Certificate for: 1) community official, 2) insurance agent/company, and 3) building owner.
COMMENTS:
' ON WITH ON PILES,
SLAB BASEMENT PIERS, OR COLUMNS
A V A A V
ZONES ZONES ZONES ZONES ZONES
REFERENCE
REFERENCE BASE LEVEL
REFERENCE
LEVEL FLOOD
LEVEL
ELEVATION
7
�
'.
BABE "' "' REFERENCE
.. ... AGACE >:
BASE
FLOOD
FLOOD
ELEVATION REFERENCEgp�gCElR GRADE ': LEVEL
ELEVATION
LEVEL GRADE
.,!AWACENT:'�
GRADE '.
The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones.
Elevations for all A Zones should be measured at the top of the reference level floor.
Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member.
Page 2
Department of Community Affairs SN: 5048
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A CENTRAL
PROJECT NAME: !BUILDER: Dennis Witherow
AND ADDRESS: Lot 901-II !PERMITTING !CLIMATE
Nettles Island !OFFICE: SLC !ZONE: 411 511 6! I
OWNER: Keck !PERMIT NO. (JURISDICTION No.661000
CK
L. New construction or addition
2. Single family detached or Multifamily
7. If Multifamily -No. of units
1. If Multifamily, is this a worst case
5. Conditioned floor area (sq.ft.)
S. Predominant eave overhang (ft.)
7. Porch overhang length (ft.)
3. Glass area and type:
a. Clear Glass
b. Tint, film or solar screen
3. Floor type and insulation:
b. Wood, raised (R-value, area )
10.Net Wall type area and insulation:
a. Exterior: 2. Wood frame (Insulation
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value)
12.Air distribution systems
a. Ducts (Insulation + Location)
13.Cooling system
14.Heating System:
5.Hot water system:
1. New Construction
attached 2. Single -Family ----
3. V
(yes/no) 4.
5. 966.00 ----
6. 0.50 ----
7. 0.00 _-__--
Single Pane Double Pane
Ga. O.Osgft 0.00sgft ____
Bb.192.8sgft 0.00sg4t ____
9b.R=11.00 , 966.00 soft ____
R-value) 10a-2 R=11.00, 915.00sgft_
16.Hot Water Credits: (HR-Heat Recovery,
DHP-Dedicated Heat Pump)
1.7.Infiltration practice: 1, 2 or 3
B.HVAC Credits (CF-Ceiling Fan, CV -Crass vent,
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Multizone)
19.EPI (must not exceed 100 points)
a. Total As -Built points
b. Total Base points
--------------------------------
--------------------------------------
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Code.
PREPARED BY:G2G------
DATE:------------- eZ aJ_= ��--------
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT:
--------------------------
DATE:
11a.R.=19.00 , 966.00sgft__-_
12a. R= 6.00 , uncond
V,. Type: Central A/C
EER: 10.00
14. Type: Heat Pump
HSPF: 6.80
It. Type: Electric
EF: 0.94
16.
17.
18. CF
19.
19a.
19b.
IF
95.20
15851.85
16651.56
--------------------------------------
Review of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy
Code. Before construction is completed
this building will be inspected for
compliance in accordance with Section
553.908 F.S.
BUILDING OFFICIAL:
DATE:
SUMMER CALCULATIONS
_-= BASE __= 1 =_= AS -BUILT
GLASS---------------- 1
ORIEN AREA x BSPM = POINTS 1 TYPE SC ORIEN AREA x SFM x SOF = POINTS
N
66.70
82.2
5482.7
1
SGL
TINT
N
10.7
51.5
.95
914.9
1
SGL
TINT
N
24•.0
51.5
.97
1201.7
1
SGL
TINT
N
24.0
51.5
.97
1201.7
E
7.10
82.2
583.6
1
SGL
TINT-
E
7.1
107.1
.96
728.7
S
39.00
82.2
3205.9
1
SGL
TINT
S
13.0
98.3
.96
1224.7
1
SGL
TINT
S
13.0
99.3
.95
1209.4
1
SGL
TINT
S
13.0
98.3
.95
1209.4
W
80.00
82.2
6576.0
1
SGL
TINT
W
90.0
107.1
.98
8369.7
-------------------------------------------------------------------------------
.15
x COND. FLOOR / TOTAL GLASS
= ADJ.
GLASS
=
ADJ GLASS
1
GLASS
AREA
AREA
FACTOR
POINTS
POINTS
1
POINTS
--------------------------------------------------------------------------------
.15
966.00
192.80
.752
15,848.16
11,910.70
1
16,060.16
NON
GLASS------------
1
AREA x
BSPM =
POINTS
1
TYPE
R-VALUE
AREA x
SFM
= POINTS
-------------------------------------------------------------------------------
WALLS-------------•----
1
Ext
91.5.0
1.0
915.0
1
Ext
Wood
Frame
11.0
915.0
1.90
1738.5
DOORS ----------------
Ext 20.0 4.8 96.0
CEILINGS •------------- 1
Ext Insulated
UA 966.0 .6 579.6 1 Under Attic
FLOORS--------------- 1
20.0 4.80 96.0
19.0 966.0 1.10 1062.6
Rsd 966.0 -3.4 -3 13.4 1 Rsd Wood (Stem-UFI 11.0 966.0 -2.20-2125.2
INFILTRATION ---------
1
966.0 10.9 10329.4 1 Practice #2 966.0 10.90 10529.4
TOTAL SUMMER POINTS 1
20,717.40 1
TOTALx SYSTEM = COOLING 1 TOTAL
SUM PTS MULT POINTS 1 COMPON
-------------------------------------
27,361.46
CAP x DUCT x SYSTEM x CREDIT
-=-COOLING
RATIO MULT MULT MULT POINTS
20,717.40 .37 7,665.44 1 27,361.46 1.00 1.070 .340
.960 8,560.53
WATER HEATING
BASE __= 1 -_= AS -BUILT
NUM OF x MULT = TOTAL 1 TANK VOLUME EF TANK x MULT x CREDIT = TOTAL
BEDRMS 1 RATIO MULT
1 3527.0 3,527.00 1 40 .94 1.000 3302.0 1.00 3,302.00
SUMMARY
BASE ___ __= AS -BUILT COOLING HEATING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER': TOTAL
POINTS + POINTS + POINTS = POINTS : POINTS + POINTS + POINTS = POINTS
7665.4 5459.1 3527.0 16,651.56 8560.5 3989.3 1302.0 15,851.85
#################
# EPI = 95.20 #
Ia
NOTE:PROPOSED MINIMUM FINISHED
FLOOR ELEV. TO BE 7,00! N.G.V.D.
LEGAL DESCRIPTION - r"_1
LOT 901 SECTION 2 SHEET 1 OF 1
NETTLES ISLAND PROJECT
PLAT BOOK 16 PAGES 1, 1A-1J
SAINT LUCIE COUNTY, FLORIDA
T-11 BATH HOUS
EXISTING BATH HOUSE - LOT 918
4' OVERHANG _ SECTION 2
`-EXISTING
RESIDENCE '
FND. #5 o FND. #5
REBAR1011' N 7003 '0 " E REBAR
v� 34.64'(P&M) 6.2'
9.6 cP 0.5'
11 I LOT 901 1
• "c,}_ p SECTION 2 i
EXISTING RESIDENCE!
NO OVERHANG I py p W ma's, PROPOSED \ $ �� EXISTING RESIDENCE
RESIDENCE � �s �� 1.0' OVERHANG
LOT 902 _ -/,6"2' LOT 900
SECTION 2 / ' m \ Y gyp' SECTION 2
.... -' - PROPOSED 8' X 8,.. - . 20.2
PARKING AREA P90O_-�D' 'o �•
PARKING ARE
10' 34.60'�M)0 3 .64'(P) 5.6'
FND.--# REBAR
FND. 5 REBAR asphalt pavement
5.62' 7C 5.58 % 5.73'A
COMMON USE BENCHMARK=PAINTED ED "X"
22' PRIVATE R/W-OPEN ELEV.=5.58' N.G.V.D.
SETBACKS, LOCATIO & CITY SEWER & WATER AVAILABILITIES TO BE VERIFIED BY CONTRACTOR
❑ = PLOT PLAN & TOPO SURVEY BOUNDARY SURVEY ❑ = FORM BOARD SURVEY ❑ = AS -BUILT SURVEY 0 - ELEV. ARE ASSUMED ❑ =ELEV. ARE N.G.V.D., 1929 DATA
LEGEND: D = DEED C =CAL LATED X = EXISTING GRADE PRO. = PRORATION DISTANCE M = MEASURED DISTANCE P - PLAT DISTANCE
P.C.P. = PERMANENT CONTROL POINT P.R.M. -PERMANENT REFERENCE MONUMENT ELEV. = ELEVATIONS R/R - RAILROAD CONC. = CONCRETE
MON. = MONUMENT C/L = CENTERLINE FND. = FOUND BLVD. = BOULEVARD ST. = STREET AVE. = AVENUE DR. = DRIVE RD. = ROAD
LA. = LANE CIR. = CIRCLE ,aN.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM SQ. = SQUARE FT. = FEET F.F. = FINISHED FLOOR # = NUMBER
N = NORTH S = SOUTH E = EAST W = WEST " = DEGREES = MINUTES OR FEET " = SECONDS OR INCHES RW = RIGHT OF WAY
RAD. = RADIAL ASP. = ASPHALT P.C.'- POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.T. =POINT OF TANGENT P.P. = POWERPOLE
N&D = NAIL & DISK C.M.P = CORRUGATED METAL PIPE PG = PAGE DB = DEED BOOK PB = PLAT BOOK BLK = BLOCK CH = CHORD
CB = CHORD BEARING
BEARINGS HEREON ARE REFERRED TO,AN ASSUMED VALUE OF N 700 30' 00" E FOR THE SOUTH
RAN LINE OF COMMON USE I , SAID BEARING IS IDENTICAL WITH THE PLAT OF RECORD.
THE SURVEY OF THE PROPERTY SHOWN HEREON IS IN NOTES: LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
ACCORDANCE WITH THE DESCRIPTION FURNISHED BY EASEMENTS AND/OR RIGHTS -OF -WAY OF RECORD.
DENNIS WITHEROW
NO SEARCH OF THE PUBLIC RECORDS HAS BEEN MADE BY THIS
OFFICE FOR ACCURACY OR OMISSIONS.
I HEREBY CERTIFY THAT THIS SURVEY MEETS MINIMUM TECHNICAL
STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 21HH-6 FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027.
FLORIDA STATUTES. REPRODUCTION IN ANY FORM IS PROHIBITED.
REBARS & CAPS ON ALL CORNERS UNLESS OTHERWISE NOTED.
LB4602 #5 REBARS.
THIS SURVEY SUBJECT TO EASEMENTS & ALL OTHER MATTERS OF RECORD AS RECORDED, WHETHER SHOWN ON SURVEY OR NOT.
I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON IS A TRUE AND CORRECT SUR MADE UNDER MY SUPERVISION AND DIRECTION,
AND THAT SAID SURVEY IS ACCURATE TO THE BEST OF MY KNOWLEDGE AND BELIEF, THAT THERE ARE NO APPARENTABOVE GROUND
ENCROACHMENTS UNLESS SHOWN OR NOTED. THIS SURVEY NOT TO BE USED FOR F CE INSTALLATION, SPRINKLER SYSTEMS, SHRUBS
OR ANY OTHER UTILITIES WITHOUT REVERIFICATION OF PROPERTY CORNERS.
THIS SURVEY NOT VALID UNLESS SEALED GEORGE M. AYLOR, JR.
WITH AN EMBOSSED SURVEYORS SEAL. REGISTERED LAND SURVEYOR, FLORIDA CERTIFICATE #4015
SCALE V° - 20'
AYL®RINC.CHECKED BY
JOBNO. 7713-95 , DRAWN BY GMA
FIELD BK. N0. LAND SURVEYING
4933 S.E. PINE KNOLL WAY, STUART, FLORIDA 34997 — MAILING ADDRESS REFERENCES
FIELD WORK DATE 1-25-95 2201 S.E. INDIAN STREET, UNIT H-19, STUART, FLORIDA 34997 —(OFFICE) FLOOD ZONE "AE"
DATE
2-14-95 TELEPHONE (407) 287-0664
DFVTFFn-i-ID-Q5-CHANGE S E OF HOUSE