1490 NE 101 St (7)Present Zoning
R - 35
Area of Proposed Addition 317
Parking Spaces Provided
Parking Spaces Required with Addition
Setbacks as per Code
Setbacks Provided
Council Action Required No
Date of Applicant Notification
c7dia III cJ bo es / i11agC
F L o 11 1 0 1
PLANNING BOARD AGENDA OF December 8 , 1994 ITEM NO. 3
Name of Owner /Applicant Mark Carpenter Phone No. 364 - 7515 WORK
Address of Property, and /or Legal Description
Nature of Request Approval of patio roof addition (flat roof).
Area of Present Building 2,326 Square Feet
/b —MbbU HUMh
1400 N.E. 101 Street
Square Feet (348 Square Feet allowed).
Variances /Zoning Change No
Planning Board Action XPPRQ U Eb
Council Action
Director of Building and Zoning
1`0
/
tc—J _J
L _Ct
Cps
EASTERLY UNE
OF LOT 4
LEGAL DESCRIPTION
LOT 4
N 08
135.19
COSTING ONE
STORY RESIDENCE
155.15
S 00"E
LOT 2
• - LOT, BLOCK .1:‘:0E-. MIAMI: SHORES BAY• PARK ESTATES, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT
. , 55,..AT :PA ,83„.7 PUBUC RECORDS OF COUNTY, FLORIDA, AND. :THE FOLLOWING DESCRI BED
• • PORTION ,OFC,03 1413I...0,c15 . • - .
• * • • -.
£S. •
, EN CE SOUTH .08 5 31:47 • EAsT
•. .•
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,
a
c0
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0
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N
A
SEE DETAIL ✓�
FOR BEAM HANGER
3' -0"
r fti
L
1
- 1
J
15' -6
4"xl 2" WOOD BEAM
r - 3 "x8" WOOD RAFTERS (TYP)
EXISTING STRUCTURE
ROOF FRAMING PLAN
SCALE: 1"= 4 - •t 1�
e
0
N
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z c�
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* z
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MODIFIED BITUMEN ROOF SYSTEM
MIN. ROOF COVERING PER SFBC 3401.7
SLOPE AT 2Z
FOR DRAINAGE
EXIST. PAVED AREA
REMOVE AS REQ'D
FOR NEW FOOTINGS
ELEVATION AT A-A
SCALE: 1
RU
UN NEW FLASHING MIN. OF 12"
ON EXIST ROOF MEMBRANE. SEAL
AND REPLACE BARREL TILE.
EXIST. MASONRY
BLOCK WALL
EXIST. RAFTER
TRUSS
STRAP JOISTS TO EXIST CONCRETE
LEDGER BEAM — 1"x Yb" STRAPS
WITH L" RED HD ANCHOR IN CONC. BM.
- filE 4 E 7 PLANS ARE AOPROVED FOR
.,, .,—
'''
NO VARIANCES p WITH
NO OTHER DEVLATIOTS FROM TE
"ORN,INANCES WILL EPFRMITTED;Wil.ESS
i4-:GiTiliR‘APPtICAi't.l'EsSiATi
ITIt BY ALL PARTIES, — ;
.y.t, -
. ...
ISSUANCE OF A BUILDIN.G PERMIT
' ---
Vi\RIACE(s ) LISTEEt I„ REMARKS
MfAMISHORES 81.)11t114:AND
SPECIFICALLY LISTED
AN 60t.1`, VWS ?618OlOI
- .. , . ;.,-....' - :- .
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ZONING ,
BELOW
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' FIRE' DcPARTM ENT ),. - .
UELIC WORKS t'
POLICE DEPARTMENT
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..Y1LEAGE COUNCIL . '
$
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$ PR,ELIMINARY; - , FlICIAG,
- -
,REMARKS: , . - .! --
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COMPLIANCE WITH 111E UT11 FLORIDA 30
a`t MIAMI SHORES \ILLAGE IS REQUIRED, THE At-Et, EW)),.LLA3
SU CONTRACTORS, ARE CI-IARI)ED \\-ii.li 71..7 K.,.■ c
i ki r OrrIll ArinNz \A1 nR NOT - SPECIFICALLY INDIATED ''
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DATE
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11/ 102
A portion of Lot 12, Bloch 1, REPL,T
J ' OF ' R,ACT A 0F` MIAMI SHOR DAY PARK.
�1 r $T TB3., according to the flat .thereof,
L ecorded to Plat Book 56, at page 86, of
�S the , .Pubiia Records of Dade County Florida 1'
ry es � ) (being more particularly described as follows:
i! } Begin at the Northeasterly corner Of said Lot ].Z
thence run Southeasterly along the Northeasterly side !�
of said L ot 12 fox 120 feet to the Southeasterly corner Qf_,said
of .12 ;, thence run Southwesterly, along the Southeasterly side: of. said
Lot 12 for 51.33 feet; .thence run Northwesterly, parallel to the &out,hwest'erly,
line of said Lot 12, for 120401 feet to a point on the Northwesterly line. -of
said Lot,12; thence run Northeasterly along the Northeasterly line oCa,d Lot
12 fOr '50 feet to the Point of Beginning AND INCLUDING Lot 13 of said, `a1QoI 1
L bS the .L1ollowing described < portion of said Lot 13t: Begin at the most EaatOr,a..
ly corder : of Said Lot 13; thence run Southwesterly, ' iI.ong the Southeasterly`
line of aid .Lot 13 for 126,99 feet thence ruin Northwesterly for 96 *22 feet to
a point on . a circular ,g> said eiroUlar curve being the boundary . bett�een'
N.E. 101st Street 'and Said Lot ,13; thence run Northeasterly along the• bouzidary'
between N.B. 101st Street and said Lot 13 ;. said boundary being a oirotalar curV6`
to the left, having for its elements, d radius of 50 feet and a `,central angle
of 2R, degrees 55 m1nutes ,C6 seconds for an arc distance of 20 t,.. et a the io t .
Northerly c rner of said'Iot 13; thence run *Southe:Asterly, along the' iu4 t
Northerly line. of said Lot 13 for 151E ;.feet to ' the Point of Beginnlrlg:,
By .wa�h.,f..
Hie ar ► '• a n
Registered Land Surveyor #970
State of Floc da
1 ABM. CBRTI Y: That t'
p 'oter'ty . is true and eo ,x
surveyed and; .O1atted de
HARRY C. tiCAWI,3KE & Aw
Harry ; So we
Eegiatered band Survey
State of Florida
TC I Q ` SQAV 3Y" Of ` the above deaeribec%
Of my k.nQwledg'e ,and 40110f. as rgeent
•
•
REVISION ORDER NO ' 101588:
I H RFBY VERT/BY: That the attached
15th ' day <; of June, 1970. '
9CH`YE me:.SHI3KIN & ASSQCIATES
r' e �.
4
8KAVA � .�9i Viiy w,as rovie *d is
. .r '
,..: f---
17 X 22 PRINTED ON NO. 100011 CIEARPRINT •
mci
A c M T1` `,f. r.:01\t0
'L 18`
- ILTtZ i31�itt2. 9u .E 5 AT mE
�O CAT1OA.) OF Et/ c'•i7.Y Dili -- r Ptl
<C-"Cl oa. 1 -) S(4\ (•-) g t.
Esc tSt7t. -i 6 S w ALL
SE Kali OF
5O0d7ct Co t
Mt• t8ilrtAuDs
('i5 01)
NIC6135 I cBxc, Ctio
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6 `ti
Ne ILrtZ Gi»i
O A ' t -
Ptu;s
PRESTRESSED CONCRETE:
RECOGNIZED TESTING LABORATORY TO VERIFY CONCRETE
ATTAINING A STRENGTH OF 6000 psi IN 28 DAYS. CONCRETE
SHALL ATTAIN A STRENGTH OF 3500psi BEFORE STRANDS
ARE RELEASED. REINFORCING SHALL BB PER ASTM A416- 58250K
STRANDS WITH 115 GAUGE WIRE SPIRALS AT AN 8 INCH PI :CH
CH
EXCEPT AT ENDS WTTH 6 TURNS AT A 3 INCH PITCH.
PILE NOTES.
MINIMUM PENETRATION OF PILES TO BB AS FOLLOWS:
INTO BEDROCK- -6' MIN
INTO YIELDING MATERIAL -10' MIN.
CONCERTE NOTES:
CONCRETE: 3000 psi IN 28 DAYS
REINFORCED STEEL: A615 GRADE 60
_�.. r .. �✓ . .3 r •_�, _,� ,
Tracy Consultants Inc.
4660 S.W. 128 Avenue
Et. Lauderdale, Florida .33330
BEEPER 521.75307 TET,gPUO i : 434 -5035
1F.REBY CERTIFY. inst.
river ty'is true and •'
orveyed and platted
AMY C. 6CB143103 s
. Harry . -c
'Registered Land Surer/
state of 1lorida.
.a. ' • 1
r
fig'
// A - DDoorrti9A o
�f L*t • 1. • D19e1t, r+.••..•.!l
4Y:..• 11. 01` ° 1111+3!1 aBORD3 8A PARK -
=Ant, according to .the nit thsreot,
A recbr4ed to Plat Book 56 at Page 86, of
. "' i • the..Pub110 Records of Dade Conan Florida, '• •
being score particplarly described as fellers:
Nevin It �e Noitheaaterly, .garner .of said Lot 12
...rno run 6butheasteriy along the Northeaatsrly side
of. "said•I.ot 12 for 120 teet the Sontheesterly corner of said
1..12; tluai••: *vei SoutbvesterliJ, along the Sonthe,sterly :side of. sails.'
Lot 12 tor. 51.33 feet :.tho;,a• run Northve , pFralLil- to:.tpe eOuthi+esterly
IL of 1.014-Lot .12 j 'p!' 120.t)]s't"iet to "'s +• poin o n the fort w sterly lino • of •
fold Lot 12) thence run Northeasterly along the Northwesterly. .line of said Lot
12 • for 50 feet to-.the Point of %ginning. AND IJCLtD13ta• Lob A,1 of seisb H2ock•1
.the following described portion of skid Lot 13.. Segin.'et the .seat 'taster.
ly corner of said Lot 13; thence run 8ottthresterly, a1 the Southeasterly'''
Tina of laid Lot 13 for 126.99 feet thence. run Northwe rly for. 96.22 feet tc
• point on a.oireuler. said. ct cir<lar curve being. the botmdasy between •
11.8. • 101st 6tgeqot and said curvet t�seoce run. Northeasterly along thv'
between U.S. 1Qlit'Street and said Lot said boundary being a oirculbar'.e 1
to the- l.Pt,..haviag for its elements a radius of 50•feet and a central angle
of 2X degree�i' 55 sinut•e.ir 06 seconds f oe an aro distance of 20 feet to the soft
Yortharly .corner of sal14 Lot 13; thence r* Southeasterly, along. the most
Sertherly 1ini.ot said Lot 13 for 151 .42 feet to the F of 8eglnn ag, •
order No. 15980 • ' •
March 21, 1955
t.6: I; Scales shoes:
Mr $ Mrs E O6Af2 . Ni2A
l Lf 90 II.LG • lO / '51; M IAt- Iz ES i
SCALE: 5-i7'N
GATE: ii
;5 or'f��A AI MA 21 Ut:
/ lgL/1 l i FL4
APPROVED BY:
DRAWN BY
REVISED
PnO pOSEO "eAWALL r
DRAWING NUMBER
1 24 q -i
WEWA Y
/0..Z
9, G ?. t
;
[.. 1 s C. r:i Cek
SK$TCH OF SURVEY
A, portion of Lot 12, Block 1 1 J LA
`, e OF 'BRACT_ A OF ��IAMI SHORES BAY' PARK.
A r �S,' AU ., according 1 .0 the 'flat thereof,
ecorded in Plat Book 56, at Page 86, of
the Publio Records of Dade County,, Florida
particularly described as follows:
"being :norm r y of said Lot
Begin at the I�or,t+heaaterl corner c,
thence run Southeasterly along the Northeasterly aide,
of said ,hot 12 for 120 feet to the Southeasterly corner of said:
ot. 12 ;, thence . run Southwesterly, along the Sodtheaster.ly side" of said
Lot 12 for 51:,33 feet3. thence run Northwesterly, parallel to the BouthWe,sterly
line of said Lot 12, for 1?O 01' feet to a Point on the Northwesterly 11n0 of
said Lot 12.; thence run Northeasterly along the Northwesterly. line of said LQt
12 for '. 5a' feet to the Point of Beginning AND INCLUDING:Lot 13" of said i31Qci '1
L �' ,S the< _ ellowing described portion of said Lot 134- Begin at t he, n145t l:a3ter.4
ly corneae of said Lot 13 thence run Southwesterly, along the Sotzheastez'ly
line of said,Lot 13,ferA.26,99 feet .thence run Northwesterly for 90422 feet:to
a point on, a Bt .curve said circular curve being the boundary .bet tee .
i�.>:.. 1013t Street and 401d Lot- 13; thence run Northeasterly along .the : bbUnfOry
between I.S. 101St Street and said Lot 13; said boundary being a circular :eurvei
to the left, :having for its elements, a radius of 5q feet and a centraL angle_ i
of 22 degrees 55 rn1nutea C6 seconds for an arc distance of 20 feet tgAhe
Northerly corner, of said 13; thence run Southeasterly, along th8 4 t
Northerly line. of said, Lot 13 for 151.. ,feet to the Point of }3eginnin ,.
4t!%-a. dAc' TCH OF SURVIIYW of the above described
p F, I k e t:;11* niy k..6 1edge a,nd belief as rocentl
AT ' `� t
REVISION ORDER NO. 101568:
I HJR5BY VERTXFY: That the attached
15th ' Ay of Jdne,, 1970,. ; .,
SCHWEnK,E SHISKIN & ASSOCIATES INC.
r ' .
F „ r4 y1t N 3 y- r
y .�. ; V" y1..
a le a , - , F " l � 3 4‘;.1,-
1 ' ■
}3y ' # ,‘,...-=-',..; t ,, , s ` . 1:$4.04146 ! ' 4
Rie ar s n _ Y
Registered Land Surveyor ##978 '� � �
State` of Florida 'yf�,�
.1 R ?t3FBY CERTIFY: That t
px'oper'tty • i s true and CO
surveyed and platted
HARRY C. SCiiWLBNJ & A
ry
HarrY ,(3. uchwe
Registered Land Surveyb
state of Florid4.
OK$TCI " OF SURVEY'
A "portion of' Lot 12, Block ;1, RE1'LA
OF T11ACT A OF HIAMI. SHOR BAY PARK"
1 r r4 i?S 'hT S, according: to the filet .thereof,
ecorded to Plat. Book 56, at Page86, of
G ir the Pub3,kv Hacords of Dade County, Pxoxide ;
84 J being more particularly described as follows
3agin at the NortheaSter1y corner of said Lot 12; �!
thence run Southeasterly along the Northeasterly 'side
of said 14ot, l2 for 120 feet to the Southeasterly corner of said
of 12 ;, " thenc run Southwesterly, along the Southeasterly side 'of'satd
Lot 12 for 51.33 feet; :thence run Northwesterly, parallel. to the +3outhwesterly
line of said Lot 12, for 120..01 feet to a Point on the Northwesterly line of
said Lot.12; thence run Northeasterly along the Northwesterly- line of seed Lot
12 for 5a feet' to the Point of Beginning AND INCLUDING- Lot, 13 of 404 T41.00,
L " tlieu.folowing described portion of said Lot 131 Begin. at the most Eaater-•
ly corner of said Lot 13; thence run Southwesterly, along the SoUtheastea�'lt
line of said Lot 13 for', 126.99 feet thence run Northwesterly for 96.22 feet to
a point on a circular .curve , said. circular curve being the boundary. betWeen
N.E. 103.st Street and said Lot 13; thence run Northeasterly along the boundary
between N.E. 101st Street and ,sad Lot 13; said boundory". being a eireular : curvet
to the left,- having for its elements, a radius of 50 feet and ,a` angle - t
of 22 degrees 55 minutes C6 seconds for an arc distance of 20 - , et to ,t i4-st .. '
Northerly corner of said' Lot 13; thence run •Southeasterly, along tips �' 4ist
Northerly ling. of said Lot 13 for 151.+2 feet to the Point of 3eg1nnh g,
Rte axe , n ;�- .
Registered Land Surveyor #97
State.' of llorda'
L ,HgRBBX' CERTIFY: That, t f'
property ' is trice and c4 x
s .veyed and platted «da
,HAN'1Y C . aCTiWi1KE & A ►.
tc+ +
��' "TRH 0F Ot7�VEY" of the - above described
d Of my k Owl.edg0 axed be,liet as reOentI
ie on
Ads.
4tAt 4'i,
REVISXON`ORDER NO, '141508;
1 HER B RI/FY: That the attached "Sxa T
15th , d ,4y of Jane, 1970.
SCRWEf3KX-- SH1SXUN & ASSOCIATES
{ R .
was tov1aed' this
•
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aka s �} k ▪ `z s y ww 3' was w \ 1 t - ✓ / ti > rr1 �' ��� .ry��1;
.:. }. i `1. ` - �l t ., sy ' yf"• •` y, ate.. .. FA' : \ . J 1 L. f� , I f '• •
.9 j f Y . • t 1 �♦
` ' .yZ 1 � .. ti +. � I f _ • T t( Y r . j ^�� s r.� i. !�'' 7 1 a f . * ��,¢
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1:'-i I i ! �< « {. � �> 1 � � d . �. . , S �yi y ' 1 ! , t
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Order No. 15980
F.B. #
W,rE
N. rzal
/02
SKETCH OF SURVEY
A portion of Lot 12, Block 1, REPLAT
_t VF TRACT A OF MIAMI SHORES BAY PARK
r STATES, according 1.0 the Flat thereof,
A recorded in Flat Look 56, at Page 86, of
G the Public Records of Dade County, Florida,
) being more particularly described as follows:
Begin at the Northeasterly corner of said Lot 12;
thence run Southeasterly along the Northeasterly side
of said Lot 12 for 120 feet to the Southeasterly corner of said
ot 12; thence run Southwesterly, along the Southeasterly side of said
Lot 12 for 51.33 feet; thence run Northwesterly, parallel to the Southwesterly
line of said Lot 12, for 120.01 feet to a point on the Northwesterly line of
said Lot 12; thence run Northeasterly along the Northwesterly line of said Lot
12, for 50 feet to the Point of Beginning AND INCLUDING Lot 13 of said Block 1
LESS the following described portion of said Lot 13: Begin at the most Easter-
ly corner of said Lot 13; thence run Southwesterly, along the Southeasterly
line of said Lot 13 for 126.99 feet; thence run Northwesterly for 96.22 feet to
a point on a cirpuTor curve, said circular curve being the boundary between
N.E. 101st Street and said Lot 13; thence run Northeasterly along the boundary
between N.E. 101st Street and said Lot 13; said boundary being a circular curve
to the left, having for its elements, a radius of 50 feet and a central angle
of 22 degrees 55 minutes C6 seconds for an arc distance of 20 feet to the most
Northerly corner of said Lot 13; thence run Southeasterly, along the most
Northerly line of said Lot 13 for 151. feet to the Point of Beginning.
March 21, 1955
Scales shown
L
t
is true and co
and platted
Harry C. Cichwe
I H CERTIFY: That
EREBY d4)81(ETCH
surveyed 'Alit:11M 01'
property
HARRY C. SCHWILBKE & AI{W
/,-
Registered Land Surveyb 0 ' • "
State of Florida.
OF SURVEY" of the above
my knowledge and belief
described
as recentl
6.5
49
/6
6.
/7
.
....................---
/a
01,
7e12 --
P4C2 - 7 - ""*.......
703
, 45
,o.32 i ..
?
I
Order No. 15980
F.B. #
W,rE
N. rzal
/02
SKETCH OF SURVEY
A portion of Lot 12, Block 1, REPLAT
_t VF TRACT A OF MIAMI SHORES BAY PARK
r STATES, according 1.0 the Flat thereof,
A recorded in Flat Look 56, at Page 86, of
G the Public Records of Dade County, Florida,
) being more particularly described as follows:
Begin at the Northeasterly corner of said Lot 12;
thence run Southeasterly along the Northeasterly side
of said Lot 12 for 120 feet to the Southeasterly corner of said
ot 12; thence run Southwesterly, along the Southeasterly side of said
Lot 12 for 51.33 feet; thence run Northwesterly, parallel to the Southwesterly
line of said Lot 12, for 120.01 feet to a point on the Northwesterly line of
said Lot 12; thence run Northeasterly along the Northwesterly line of said Lot
12, for 50 feet to the Point of Beginning AND INCLUDING Lot 13 of said Block 1
LESS the following described portion of said Lot 13: Begin at the most Easter-
ly corner of said Lot 13; thence run Southwesterly, along the Southeasterly
line of said Lot 13 for 126.99 feet; thence run Northwesterly for 96.22 feet to
a point on a cirpuTor curve, said circular curve being the boundary between
N.E. 101st Street and said Lot 13; thence run Northeasterly along the boundary
between N.E. 101st Street and said Lot 13; said boundary being a circular curve
to the left, having for its elements, a radius of 50 feet and a central angle
of 22 degrees 55 minutes C6 seconds for an arc distance of 20 feet to the most
Northerly corner of said Lot 13; thence run Southeasterly, along the most
Northerly line of said Lot 13 for 151. feet to the Point of Beginning.
March 21, 1955
Scales shown
L
t
is true and co
and platted
Harry C. Cichwe
I H CERTIFY: That
EREBY d4)81(ETCH
surveyed 'Alit:11M 01'
property
HARRY C. SCHWILBKE & AI{W
/,-
Registered Land Surveyb 0 ' • "
State of Florida.
OF SURVEY" of the above
my knowledge and belief
described
as recentl
- & V>c
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