HomeMy WebLinkAboutQUEENS COVE PROPERTY OWNERS ASSNI
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QUEENS COVE PROPERTY OWNERS ASSN., , 5'
NOV 0 0 5 2018
Cwc,ia county, Permitting
K ]FOR PERMIT TO CONSTILTICT: 13u is-ew J)jFavl4d�0"-K Poo(
Y List Permitted Item
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Owner's Name f !_f Lt /! S74� S S ✓/ �. L - Date _yZzah, '
Address 1- 4 4i r eeld ZJ9 1 kejO l/ /'%l{
City ��t /p / iffi'!' e State , �/,�, Zip hone e'Z 7' Jam' % 7— 1ISVO
Property Location: Lot _Block _IUnit At.
Architect ARch it %
e e ' o 1y 1 c, _I-o 1�'�°ne
11 } GLe1iUG'►t` 20 f�t/�•�l- �®
Contractor ��tt:i, �Y4.%.f' Z? % 11 r License # Phone �@ cy
(This Is A Required Item) Ov� Address y
Permits: ]gee Documents Required
Hnme Construction $1300.00* # 1,2,3, & 5
(Includes pool fences, landscaping, etc.)
Bulkheads, Docks, Hoists, & Pilings N/C # 3, 4, & 6
Post Construction Additions / Improvements N/C # 1 & 2 (pool only)
(Includes, fences, driveways, pools, roofs, etc.
New or repair)
Oueens Cove Documents $15.00
1. Plot plan showing location, size, setbacks, & elevation. (For roof repair, specifications only).
2. Complete set of plans and specifications, including pool and enclosure, fencing, landscaping and drainage for surface water,•
swales, etc.
3. Survey.
4. Dock or bulkhead drawings.
5. An "as built", survey or final plot plan, �$ construction.
6. All required governmental permits (County, DEP, & Army Corps of Engineers — if required)
NOTES
a. * $100.00 is refunded upon submission of document # 5.
b. A $ 741.00 credit is due for new ipater hookup frwn S4 Lucie County Utilities.
C. Property owners will be held responsible for any damage to the common properties of Queens Cove as a result of
the above construction (whether caused by the owner, contractor or sub -contractor).
d. Owners and contractors will also be responsible for ensuring all suppliers and workers comply with our speed
limit (25 mpb) and refrain from littering. Disregard of these requirements could result in the contractor or
person(s) being barred from Queens Cove.
e. All new construction shall conform to the required quality of workmanship and materials and be in harmony with
the external design of existing structures.
f. New construction will not be permitted without existing or simultaneously -constructed bulkheading.
j CONTRACTORS ARE PERMITTED ON 33H,4%EWSES M AY — SATURDAY, BETWE EN THE HOURS OF 7:30 AM AND
5:00 PM ONLY. CALL GATE C OR ACCESS CODES. DO NOT GIVE OUT YOUR OWN.
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APPLICANT'S SIGNATURE
f t l-��=DATE
PAIE
Effective 7/1/08
(Obsolete Previous Editions)Ile v I
Gmail - Permit _. 11/6/18, 10:16 AM
MG l
Permit
1 message
Stephen Neill <s.neill@callawayandprice.com>
To: paul sasseville <sasseville.paul@gmail.com>
Thank youl!!!!!
paul sasseville <sassevi➢➢e.paul@gmaii.com>
Your permit is approved however Subject to landscape plan, house color, and fence.
Stephen G. Neill, MAI
Cert Gen RZ2480
1803 South 25th Street, Suite 1
Fort Pierce, FL 34947
772-464-8,607, ext. 221
772-461-0809(Fax)
mailto:s.neill@callawayandprice.com
Offices in: West Palm Beach, Fort Pierce & Melbourne
----Original Message ----
From: scanner@callawayandprice. corn <scan ner@callawayand price. com>
Sent: Friday, October 26, 2018 4:56 PM
To: Stephen Neill <s.neill@callawayandprice.com>
Subject: Message from °RNP0026732B8798°
This E-mail was sent from °RNP0026732B8798" (Aficio MP C3501).
Scan Date: 10.26.2018 16:55:39 (-0400)
Queries to: scanner@callawayandprice.com
i
T9 20181026165540071.pdf
122K
Fri, Oct 26, 2018 at 5:00 PM
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https://mail.googe.com/mail/u/0?ik=685fd60266&view=pt&search=...ead-f%3A1615423238046428466&simpl=msg-f%3A1615423238046428466 Page 1 of 1
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FPL
October26, 2'(i!1$
Paul S2sseWIIO
129 Queen Christina GL.
Fort Pierce. FL 34949
j Re: Service Awailabifty— Paul Sassaville
25 Mlaieslir, way
Fart Pierce. FL 34949
Gear Paul:
This is do wnfinn that, at the present time, FPL has sufficient capacky tra prcMde edectnc seowiec Louie ahow..
capeionad propertty. Tnis. sandca viol be firnished an accordance wo, apalvaable ffates, ruaes and reguBaticns.
Please prmAde the rival silo plan, silo survey aftd watt—ieal duad dada as spa as pnssible so the necesse!ry
engineering can -begin.
Early mniad with FPL is essential so that cescumes rrray be scheduled to dtacilitaie awilabi6ty of serer
wvYten required.
SineerrEsly,
j Tammy 6anncrtti
Customer Project Manager �
an FPL -Grcup Company
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FINISHED FLOOR CALCULATOR
ALL HIGHLIGHTED VALUES MUST BE PROVIDED.
STEP 1. CALCULATE MINIMUM FINISHED FLOOR ELEVATION ALLOWED BY HEALTH DEPARTMENT CONSTRUCTION PERMIT
(1) BENCHMARK ELEVATION (SEPTIC PERMIT & SURVEY) 3.04 FEET
(2) STUBOUT INVERT ABOVE BENCHMARK (SEPTIC PERMIT) 4.12 INCHES = 1.50 FEET
(3) DEPTH OF FOOTING AND SLAB (FOUNDATION PLAN) 18 INCHES = 1.50 FEET
CALCULATED F.F.E. (MIN.) = 5.50 FEET
NOTE: MINIMUM FINISHED FLOOR ELEVATION ASSUMES 6 INCHES FOR DIAMETER AND SLOPE OF BUILDING SEWER.
STEP 2. CALCULATE LOWEST GRADE POSSIBLE AT ADJACENT PROPERTY LINE
(4) ACTUAL BUILDING SETBACK FROM ADJACENT PROPERTY LINE (SURVEY) 10.83FEET
(5) MINIMUM GRADE AT ADJACENT PROPERTY LINE (CALCULATED) 2.73 FEET
(6) EXISTING GRADE AT ADJACENT PROPERTY LINE (SURVEY) 3.70 FEET
OKAY
NOTE:
1. SPREADSHEET WILL NOT WORK FOR STEPPED FOOTINGS.
2. MINIMUM GRADE AT ADJACENT PROPERTY LINE ASSUMES:
A. TWELVE INCHES MINIMUM COVER OVER FOOTING PER FBC.
B. A 4 FOOT LEVEL AREA ADJACENT TO THE FOUNDATION FOR LANDSCAPING, EGRESS, MECHANICAL EQUIPMENT, ETC.
C. A 3:1 MAXIMUM GROUND SLOPE FROM 4 FOOT LEVEL AREA DOWN TO THE ADJACENT PROPERTY LINE.
J