1
X X X X X X X X X X X X X X X X X X PROPERTY LINE N01°23'40"W 41.41' L.P. L.P. L.P. L.P. L.P. L.P. L.P. L.P. L.P. 175.00' 74.70' 175.00' 74.70' C.B. L.P. SIGN SIGN SIGN C.B. S01°23'40"E PROPERTY LINE 327.72' N89°39'55"E PROPERTY LINE 192.00' N01°23'40"W PROPERTY LINE 286.31' S89°39'55"W PROPERTY LINE 161.99' PROPERTY LINES 89°39'55"W 30.01' C.B. C.B. 10' FPL Easement (ORB 11458/1210) Transformer Fd. 1 2 " I.P. P.P. P.P. P.P. P.P. Traffic light arm SIGN ramp Utility Elevator Porch D Y H Two Story Building No.3901 Co 70' Total R/W N.W. 79th Avenue West line NE 1/4, NE 1/4, Sec.27-53-40 Asphalt Pavement Asphalt Driveway Asphalt Parking WASD Pump Station No. 154 Asphalt Parking Asphalt Parking Asphalt Parking Asphalt Parking Stairs Stairs Conc. Sidewalk Conc. Sidewalk Conc. Sidewalk Conc. Sidewalk Conc. Sidewalk Conc. Sidewalk 23'-5" SETBACK 93'-11" SETBACK Total R/W Varies N.W. 36th Street Extension Asphalt Pavement Median M.H. SIGN ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... o.h.l ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... o.h.l Asphalt Pavement L C L C L C L C Asphalt Parking 68.00' P. Asphalt Parking 5.47' 16.87' Parcel 2 Standard Signal Utility Easement (118-13) S89°37'40"E 230.07' N01°23'40"W 75.00' Center Line per plat (118-13) + 7.58' 6.72' + 6.29' + 5.98' + 6.62' + + 7.69' + 7.20' + 6.73' + 7.23' + 7.29' 6.83' + + 7.17' 6.24' + + 7.50' 6.61' + 5' 7.01' + 7.12' + + 7.98' 9.01' + 8.01' + 8.41' + 6.92' + 7.19' + 7.60' + 7.54' + 7.48' + 7.4' + 7.2' + 7.0' + + 7.61' + 7.50' + 7.69' Asphalt Pavement C-1 59'-2" SETBACK 35'-0" 55'-0" 35'-0" FRONT SETBACK LINE: 20FT 92'-1" SETBACK SIDE STREET SETBACK LINE: 15FT INTERIOR SETBACK LINE: 15FT LANDSCAPE INTERIOR SETBACK LINE: 15FT 89'-8" 5'-9" 81'-3" 9'-0" 45'-0" 9'-0" 45'-1" 89'-8" 26'-2" 18'-2" 5'-0" 11'-9" R4'-6" R4'-6" R2'-11" R10'-1" 9'-0" 19'-0" 7'-8" 106'-4" 10'-4" 103'-5" 18'-6" 21'-2" R4'-2" R3'-10" R20'-3" 18'-9" 107'-7" 12'-2" 66'-8" R2'-3" R2'-3" 26'-11" 6'-7" 75'-1" 13'-8" 21'-5" R3'-7" R5'-0" R5'-2" 33'-4" 23'-8" 24'-0" 18'-10" 72'-4" 10'-7" R41'-11" 23'-10" R16'-11" 24'-2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 H.C 65 H.C. 66 H.C. 67 H.C. 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 OF SHEET SITE PLAN APPROVAL FOR TONY DEROSA 3901NW 79TH AVENUE DORAL FL 33166-6554 DRAWN BY: O.D. DATE: December 2016 PROJECT MANAGER: C.F. CRISTINA FANDIÑO AIA A.R. No. 0014682 10201 N.W. 58 Ave. Suite 303 Doral FL, 33178 786-390-2979 786-877-3179 FANDIÑO ARCHITECT fandinoarchitect.com COPYRIGHT 2005 ALL RIGHTS RESERVED. THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF CRISTINA FANDIÑO WHETHER THE PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR NOT, THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AGREEMENT IN WRITING AND WITH THE APPROPRIATE COMPENSATION TO CRISTINA FANDIÑO. REPRODUCTIONS OF DRAWINGS AND SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF CRISTINA FANDIÑO IS PROHIBITED. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS PRIOR TO PROCEEDING WITH WORK. REVISIONS Project No: - Lic. # 0014682 Address: - Name: - PH: - Fax: - Email: NOTICE: FANDIÑO ARCHITECTURE IS PROVIDING BY AGREEMENT WITH CERTAIN PARTIES, MATERIALS STORED ELECTRONICALLY. THE PARTIES RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS, REPORTS, DOCUMENTS, OR OTHER INFORMATION RECORDED ON OR TRANSMITTED AS ELECTRONIC MEDIA (INCLUDING BUT NOT NECESSARILY LIMITED TO "CAD DOCUMENTS") ARE SUBJECT TO UNDETECTABLE ALTERATION, EITHER INTENTIONAL OR UNINTENTIONAL, DUE TO, AMONG OTHER CAUSES, TRANSMISSION, CONVERSION, MEDIA DEGRADATION, SOFTWARE ERROR, OR HUMAN ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENTS ARE PROVIDED TO THE PARTIES FOR INFORMATIONAL PURPOSES ONLY AND NOT AS AN END PRODUCT OR AS A RECORD DOCUMENT. ANY RELIANCE THEREON IS DEEMED TO THE UNREASONABLE AND UNENFORCEABLE. THE SIGNED AND/OR STAMPED HARD COPIES OF THE ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE TRUE CONTRACT DOCUMENTS OF RECORD. CRISTINA SCALE: SITE PLAN 01 1/16"=1'-0" NORTH PROJECT AND CODE INFORMATION LEGAL JURISDICTION ADOPTED ENFORCED CODES 2014 ED. FLORIDA BUILDING CODE 2014 ED MECHANICAL CODE (FBC) 2014 ED. ELECTRICAL CODE (NEC) 2014 ED. FLORIDA ACCESIBLE CODE CHAPTER II (FBC) 2014 NFPA 101 LIFE SAFETY CODE 2014 FLORIDA FIRE PREVENTION CODE FOLIO NUMBER 35-3027-017-0020 LEGAL DESCRIPTION N H DARSKY SUB PB 118-13 TR B LESS W30FT OF S41.40FT TO MIAMI DADE WATER & SEWER AUTH LOT SIZE 62164 SQ FT OR 14808-802 1190 1 F/A/U 30-3027-017-0020 COC 25572-4336 04 2007 1 TOTAL GROSS LOT AREA: 61,669 SF ( +/- 1.41 ACRES) ZONING TYPE : CC (CORRIDOR COMMERCIAL DISTRICT) ZONING DATA ALLOWED PROVIDED LOT COVERAGE / BUILDING FOOTPRINT 50% 30,834 S.F. 21.19% 13,072 S.F. GREEN SPACE REQUIREMENT (20% MIN) 12,333 S.F. 22.35% 13,784 S.F. MAXIMUN BUILDING HEIGHT 6 STORIES 2 STORIES SETBACKS ALLOWED PROVIDED PRIMARY FRONTAGE 20'-0" 92'-1" INTERIOR SIDE 15'-0" 23'-5" REAR SETBACK 15'-0" 59'-2" SECONDARY FRONTAGE 15'-0" 93'-11" SP-100 SITE PLAN

2014 FLORIDA FIRE PREVENTION CODE · 2019. 1. 9. · X X X X X X X X X X X X X X X X PROPERTY LINE N01°23'40"W 41.41' L.P. L.P. L.P. L.P. L.P. L.P. L.P. L.P. L.P. 175.00' 74.70

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  • XXXXXXXXXXXXXXXX

    XX

    PROPERTY LINEN01°23'40"W 41.41'

    L.P.

    L.P.

    L.P.

    L.P.

    L.P.

    L.P.

    L.P.

    L.P.

    L.P.

    175.00'

    74.7

    0'

    175.00'

    74.7

    0'

    C.B.

    L.P.

    SIGN

    SIGN

    SIGN

    C.B.

    S01°23'40"E PROPERTY LINE 327.72'

    N89

    °39'5

    5"E

    PROPERTY L

    INE 192.0

    0'

    N01°23'40"W PROPERTY LINE 286.31'

    S89

    °39'5

    5"W

    PROPERTY L

    INE 16

    1.99'

    PROPERTY L

    INES

    89°3

    9'5

    5"W

    30.0

    1'

    C.B.

    C.B.

    10' FPL Easement

    (ORB 11458/1210)

    Transformer

    Fd.

    1

    2

    " I.P.

    P.P. P.P.

    P.P.

    P.P.

    Traffic light arm

    SIGN

    ramp Utility

    Elevator

    Porch

    DY

    H

    Two Story

    Building No.3901

    C

    onc. S

    idew

    alk

    70' Total R/W

    N.W. 79th AvenueWest line NE 1/4, NE 1/4, Sec.27-53-40

    Asphalt Pavement

    Asphalt Driveway

    Asphalt Parking

    WASD Pump Station No. 154

    A

    sphalt P

    arking

    A

    sphalt P

    arking

    A

    sphalt P

    arking

    Asphalt Parking

    Stairs

    Stairs

    C

    onc. S

    idew

    alk

    C

    onc. S

    idew

    alk

    Conc. Sidewalk Conc. Sidewalk

    Conc. Sidewalk

    Conc. Sidewalk

    23'-5

    "SE

    TBAC

    K

    93'-1

    1"SE

    TBAC

    K

    To

    ta

    l R

    /W

    V

    arie

    s

    N.W

    .

    36th

    S

    tree

    t E

    xten

    sion

    A

    sp

    ha

    lt P

    ave

    me

    nt

    Me

    dia

    n

    M.H.

    SIGN

    ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...o.h.l

    ............................................................

    o.h.l

    Asphalt Pavement

    L

    C

    L

    C

    L

    C

    L

    C

    Asphalt Parking

    68.

    00' P.

    Asphalt Parking

    5.4

    7'

    16.87'

    0.1'WEST

    0.4'EAST

    Pa

    rce

    l 2

    Standard Signal

    Utility Easement

    (118-13)

    S89

    °37'4

    0"E

    2

    30.0

    7'

    N01°23'40"W 75.00'

    Ce

    nte

    r L

    in

    e p

    er p

    la

    t (1

    18

    -1

    3)

    + 7.58

    '

    6.72

    ' +

    6.29

    ' +

    5.98' +

    6.62

    ' + + 7.69'

    + 7.20

    '

    + 6.73

    '

    + 7.23'

    + 7.29

    '6.83

    ' +

    + 7.17'

    6.24

    ' +

    + 7.50

    '

    6.61' +

    + 6.85

    '

    7.01' +

    7.12' +

    + 7.98'

    9.01' +

    8.01' +

    8.41' +

    6.92

    ' +

    7.19' +

    7.60

    ' +

    7.54

    ' +

    7.48

    ' +

    7.4' +

    7.2' +

    7.0' +

    + 7.61'

    + 7.50'+ 7.69'

    A

    sphalt P

    avem

    ent

    C-1

    59'-2"SETBACK

    35'-0

    "

    55'-0"

    35'-0

    "

    FR

    ON

    T S

    ET

    BA

    CK

    LIN

    E: 20F

    T

    92'-1"SETBACK

    SIDE STREET SETBACK LINE: 15FT

    INTERIOR SETBACK LINE: 15FT

    LANDSCAPE

    IN

    TE

    RIO

    R S

    ET

    BA

    CK

    LIN

    E: 15F

    T

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez. P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    P. de Arq. Enrique Guerrero Hernández.P. de Arq. Adrian A. Romero Arguelles.P. de Arq. Francisco Espitia Ramos.P. de Arq. Hugo Suárez Ramírez.

    89'-8"

    5'-9"81'-3"9'-0"45'-0"9'-0"45'-1" 89'-8"

    26'-2

    "18

    '-2"

    5'-0"

    11'-9

    "

    R4'-6" R4'-6"

    R2'-11"

    R10'-

    1"

    9'-0"

    19'-0

    "

    7'-8" 106'-4" 10'-4" 103'-5" 18'-6" 21'-2"

    R4'-2

    "

    R3'-10"

    R20'-3"

    18'-9

    "10

    7'-7"

    12'-2

    "

    66'-8

    "

    R2'-3

    " R2'-3"

    26'-11"

    6'-7"

    75'-1

    "13

    '-8"

    21'-5"

    R3'-7"

    R5'-0" R5'-2"33'-4"

    23'-8

    "24

    '-0"

    18'-1

    0"72

    '-4"

    10'-7"

    R41'-11"

    23'-10"

    R16'-11"

    24'-2

    "

    1

    2

    3

    4

    5

    6

    7

    8

    9

    10

    11

    12

    13

    14

    15

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    17

    18192021222324252627282930313233343536373839404142434445

    46

    47

    48

    49

    50

    51

    52

    53

    54

    55 56 57 58 59 60 61 62 63 64 H.C 65 H.C. 66 H.C. 67 H.C. 68 69 70 71 72 73 74 75 76

    77

    78

    79

    80

    81

    82

    83

    84

    85

    86

    87

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    786-390-2979

    786-877-3179

    FANDIÑO

    ARCHITECT

    fandinoarchitect.com

    COPYRIGHT 2005 ALL RIGHTS RESERVED. THESE DRAWINGS

    AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL

    REMAIN THE PROPERTY OF CRISTINA FANDIÑO WHETHER THE

    PROJECT FOR WHICH THEY WERE PREPARED IS EXECUTED OR

    NOT, THEY ARE NOT TO BE USED IN ANY MANNER ON OTHER

    PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY

    AGREEMENT IN WRITING AND WITH THE APPROPRIATE

    COMPENSATION TO CRISTINA FANDIÑO. REPRODUCTIONS OF

    DRAWINGS AND SPECIFICATIONS WITHOUT THE WRITTEN

    CONSENT OF CRISTINA FANDIÑO IS PROHIBITED. CONTRACTOR

    IS RESPONSIBLE FOR VERIFYING ALL SITE CONDITIONS PRIOR

    TO PROCEEDING WITH WORK.

    REVISIONS

    Project No: -

    Lic. # 0014682

    Ad

    dre

    ss: -

    Na

    me

    : -

    PH

    : -

    Fa

    x:

    -

    Em

    ail:

    NOTICE:

    FANDIÑO ARCHITECTURE IS PROVIDING BY AGREEMENT WITH

    CERTAIN PARTIES, MATERIALS STORED ELECTRONICALL

    Y. THE

    PARTIES RECOGNIZE THAT DATA, PLANS, SPECIFICATIONS,

    REPORTS, DOCUMENTS, OR OTHER INFORMATION RECORD

    ED ON

    OR TRANSMITTED AS ELECTRONIC MEDIA (INCLUDING BUT NOT

    NECESSARILY LIMITED TO "CAD DOCUMENTS") ARE SUBJECT TO

    UNDETECTABLE ALTERATION, EITHER INTENTIONAL OR

    UNINTENTIONAL, DUE TO, AMONG OTHER CAUSES, TRANSMISSION,

    CONVERSION, MEDIA DEGRADATION, SOFTWARE ERROR, OR

    HUMAN ALTERATION. ACCORDINGLY, ALL SUCH DOCUMENT

    S ARE

    PROVIDED TO THE PARTIES FOR INFORMATIONAL PURPOSES ONLY

    AND NOT AS AN END PRODUCT OR AS A RECORD DOCUMEN

    T. ANY

    RELIANCE THEREON IS DEEMED TO THE UNREASONABLE AND

    UNENFORCEABLE. THE SIGNED AND/OR STAMPED HARD COPIES OF

    THE ARCHITECT'S INSTRUMENTS OF SERVICE ARE THE TRUE

    CONTRACT DOCUMENTS OF RECORD.

    CRISTINA

    SCALE:

    SITE PLAN01 1/16"=1'-0"NORTH

    PROJECT AND CODE INFORMATION

    LEGAL JURISDICTION ADOPTED

    ENFORCED CODES

    2014 ED. FLORIDA BUILDING CODE

    2014 ED MECHANICAL CODE (FBC)

    2014 ED. ELECTRICAL CODE (NEC)

    2014 ED. FLORIDA ACCESIBLE CODE CHAPTER II (FBC)

    2014 NFPA 101 LIFE SAFETY CODE

    2014 FLORIDA FIRE PREVENTION CODE

    FOLIO NUMBER

    35-3027-017-0020

    LEGAL DESCRIPTION

    N H DARSKY SUB

    PB 118-13

    TR B LESS W30FT OF S41.40FT TO

    MIAMI DADE WATER & SEWER AUTH

    LOT SIZE 62164 SQ FT

    OR 14808-802 1190 1

    F/A/U 30-3027-017-0020

    COC 25572-4336 04 2007 1

    TOTAL GROSS LOT AREA: 61,669 SF ( +/- 1.41 ACRES)

    ZONING TYPE : CC (CORRIDOR COMMERCIAL DISTRICT)

    ZONING DATA

    ALLOWED PROVIDED

    LOT COVERAGE / BUILDING FOOTPRINT50% 30,834 S.F. 21.19% 13,072 S.F.

    GREEN SPACE REQUIREMENT (20% MIN)12,333 S.F. 22.35% 13,784 S.F.

    MAXIMUN BUILDING HEIGHT 6 STORIES 2 STORIES

    SETBACKS ALLOWED PROVIDED

    PRIMARY FRONTAGE 20'-0" 92'-1"

    INTERIOR SIDE 15'-0" 23'-5"

    REAR SETBACK 15'-0" 59'-2"

    SECONDARY FRONTAGE 15'-0" 93'-11"

    SP-100

    SITE PLAN

    AutoCAD SHX TextProject Name and Address :

    AutoCAD SHX TextOwner information :