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

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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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(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

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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:

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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