grey properties, llc - monroe county, fl
TRANSCRIPT
File #: 2021-041
Owner’s Name: Rey Gomez / Grey Properties, LLC
Applicant: Rey Gomez / Grey Properties, LLC
Agent: N/A
Type of Application: Administrative Variance
Key: Key Largo RE: 00496640-000000
Additional Information added to File 2021-041
16
ex
um
a
residence located at 16 exuma rd. key largo
late 2022
elevatorlap pooldeep canal5 bedrs6 bathrs70’ comcrete docksmartautomation system�
Items 2 & 3:Front Elevation & Parking Design (Recvd 09.13.21)
End of Additional File 2021-041
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ROOF SLAB
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ELECTRICAL METER 4 --+---+-----11,rn DISCONNECT LOCATION
ON CONCRETE WALL BY FKEC TO BE
ABOVE DESIGN FLOOD ELEV
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2 PARKING SPACES (B!'> FEET X 18 FEET!
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(204.lb CU. FT) WATER RETENTION AREA 8b'-3' X 1'-0' WIDE X 10.!'>' DEEP
LOT 14 6LOCKI@
SANITARY LINE TO CITY SEWER VERIFY LOCATION "JOB SITE
c,-J WATER METER
!3.AY DR
SITE FLAN SCALE, I'= 10'
LEGAL DESCRIPTION LOT 12, BLOCK I, OF LAZY LAGOON, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 2, AT PAGE 126 OF THE PJBLIC RECORDS OF MONF,OE COUNTY, FLORIDA
UNIT AREA RESIDENCE ROOF AREA. . . . ,,., .... .,,.., ,.., ... ,, ...... DRIVEWAY ..
..... 840 SF 306 SF
COMPLIANCE WITH THE FLOR1DA BLDG CODE FLOOD ZONE INFORMATION TO THE BEST OF THE JNDERSIGNED'S ABILITY A--/D PROFESSIONAL JUDGEMENT, THESE PLANS MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC!, 2020
TERMITE PROTECTION FLORIDA BUILDING CODE R31B I TERMITE PROTECTION TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION.
FLOOD ZONE X
EXISTING GRADE ELEVATION = +10.1' NGVD 2':l
STRUCTURAL DESIGN CRITERIA ASCE 7 -2016 BASIC VELOCITY 170 MPH, AT A HEIGHT OF 30 FEET EXPOSURE, D RISK CATEGORY, II
Or
Bay Or
a uttonwood or
Sunset Or
PROJECT SITE
Bay Or
LOCATION MAF�N.T.S.
MONROE COUNTY RESIDENTIAL STORMWATER RETENTION CALCULATION SHEET
1. Determine Total lmoervious Coveraae on site·
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a. Determine lmrmrvious Covera e EXISTING prior to new improvement: Roof/slabs A 0,00 ft Sidewalks D 0.00 I , ..Decks / Patios • 0,00 ft Pool/Deck E 0.00 tt' Driveways C 0,00 n' Other F 0.00 I
Impervious Coverage EXISTING prior to improvement(A + B + c + o-+- E + F) b. Determine NEW Impervious Coveraqe PROPOSED with improvement:
Roof/slabs A 875,00 ft Sidewalks D 0,00 ft
Decks / Patios • 0,00 ,, Pool/Deck- E - 0 00- ft
Driveways C 395.00 ft Other F 0.00 ft
Impervious Coverage PROPOSED with improvement (A+ B + cl+ o + E + F)
Total Impervious Coverage: EXISTING+ PROPOSED (1a+lb) - �------········---- I 2. Determine ercenta e of Im ervious Co vera e on site:
0.00 ,. I
1.270_00 1b I
1,270.00 ' I
1,270.00 1 tt1 I 2,500.00 ft' ·.so,so,'Y;t '." � % of Impervious Coverage Total lmpervrouf Coverage Total Lot Area
2,500.00 1,--�,'-""=----: ft2 = [_- 2,�0.0Qi .. !] Disturbed Area Total Loi Area Native Vegetation - If no BMP enter "O" For the purposes of1t,Is section, lhe temi 'disturbed area' includes the entire lot excepl that lhe areas covered b)· the fo'lowinq tiest rnanagemen1 mcticlls (BMPI f�aii De subtracted fom the ca1c•11anon of ct§turoog area (i) Forested �µ.snd areasNe)a!ative bvfler strips (bolh 11att1ral arid mamnadel which will De retained jntact and ovsror through which l'ehic�lar ilCCess or travel is not possible and "'ill not occur: ar,d lri) Open water 5urfaces and •i..etk1JJds (salt marsh, glittonwood, marigro...es, Of freshwater marsh habit.at ty�s). It •.1i] be !he respon4biHty of the appficanl to afirlflf.lively demonstrn!e ihat the best managemem pracQ us&d for the project are designed, cons!ructOO, and rna;ntained pr,)p:lrly
4. Determine Required Swale Volu me - Complete a, b, or c:a. For a NE home with less than 40°/4 Jm rvious Covera e use:
2,500J.IP 3 ft X 0.083 4a Disturbe Area
b. For a NE home with 40% or reater 1m ervlous Covera e use:
,
ft
l Swale Volume
2,500.flj) J ff X 0.208 X .'•"$QJ3()% ,z % = 264.1€ 4b ft3
Swale Volume Disturbe� "/4 of Impervious Coverage
Bay Dr
c. When or,iy new Impervious area requires storm waler reten1ion (Existing Single Family & Duplexes Only): 1. When the Iola! lot impervious coverage remains below 40% after the additional development:
�� ft 2
X 0,083 = I . . _ __ . _ . . _ 4cf [ ft 3
Added Swale Volume lmpervlO\JS Coverage PROPOSED Swale Volume 2. When the new development increases the total lot impervious area to 40% or above:
1: 1-.270,00 1b I ft2
X 0.208 = [ 4c2 j ft3
Added Swale Volume lmpervii')US Coverage PROPOSED Swale Volume . I
5. Determine §wale Length (Swale side slopes must be no steepr than 4:1)
( / j 7.00 J ft X 11 0.88 11 ft ) I 2 3.06 \ [ fli
Cross Sectional Area** Width rD�•�pt�h---� [I 264.16 '.Jl ft3
/ I 3.06 I ft2
= 86.26 I ft Swale Length Swale Volume Cross Sectional Arna
Either 4 • a, b, c1 i)r c2 ("e.g. a V•shaped swale with 4:1 slopes, 8 feet wide and 1 foot deep has 4 Sf ot Cross Sectional Area.)
I Source, These Formuh¼li are de,;ved from tile crltefia for Water Quality treatment in paragraphs {IXZ)b. & a. of Monroe Coomy Cod� 114.3 IJpda«id 11J512012 )
DEPTl-4' d = 10.!'>' WIDTH, UJ a 1'-0"
AREA a 306 SQ.FT. w
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�12 MONROE CO. Pu\NNING DEPT,
SWALE TYPICAL CROSS SECTION N.T.S.
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IDATE, 0!:>/26/2021
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2021-041