37 NE 101 St (9)PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date - 7" 7U1-9-7 Job Address 34 'Sr Tax Folio // — 32 — 0Q - o/3- 152 I
Legal Description
Gar -l-he WEST1 o f for
• 5. S&./ ioAi A/D.
Owner/Lessee / Tenant t'7,QT Z.-2 694 o,../ Master Permit #
4/ (-7
Owner's Address 3? /$0/ Phone - 4 - 5 — ? '2703
Contracting Co. 0 WN /,P 20 zL T Address
Qualifier SS# - Phone
State # Municipal # Competency # Ins. Co. . r/
Architect/Engineer j . C�Ij�P� o Address 7 ' o / f' S . t, J �a•�t fl._
Bonding Company Address
Mortgagor Address
Permit Type (circle on • BUILDINGILECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION Xyp ko 0 Z7 7, E n ,j4' a f�D vsF _ W co?) ?L. - TFo0Piv7
a-ts� A-PPenX. 2 A-A1 (,tM4Pi Ala DAD F1xDA- ,200/4 .
Square Ft. 3 92 . C Z Estimated Cost (value) 00. so cry - MA-Tt21AL S
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I
certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable
laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated.
c_9 7
ignature of o r and/or Condo President Date
Notary as to Owner and/or Condo President Date
My Commission Expires:
FEES: PERMIT �0 RADON C.C.F.
APPROVED:
Zoning Building AAL /
Mechanical Plumbing
. �D
Signature of Contractor r Owner - Builder
Electrical
Notary as to Contractor or Owner - Builder
My Commission Expires '
-- 9-,?UL9 7
Date
Date
7 --7-17
NOTARY g- BOND
TOTAL DUE 1-1/
Engineering 71/3/ 04/'i7
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Unless it bras the signature and
:he original raised seal of a Florida
itce sec! survevcr and mapper this
drawing. sketch. plat or map is for
tnfomlational purposes only and is
nu: valid.
A BOUNDARY
SURVEY
1 nereoy certiiv that the surrey repre-
sented hereon meets the minimum
technical standards set ior•,h by the Board
of Land Surveyors in chapter 61G17 -6
Floripa_Administrative Code pursuant to
Section 1x'327. Fla. Statutes. There are no
enCrO3c finents. pups. easements
ao W anng on the4Ptat. other than as
s n hereto. //
Ft. Reg. Lan
RED) G
i rrevOr No ��
Miami Shores Florida.
LANNES and GARCIA, INC.
ENGINEERS - LAND SURVEYORS - LAND PLANNERS
Office address: 359 Alcazar .Avenue. Coral Gables. Florida 33134
:Mailing address: P.O. Box 561131. Miami. Florida 33156
(305) 666 -7909 ( 523 -8663
DA E SCALE
//r • 26'
DRAWN BY
T'
DR'IVG. `O
41562
Chis property described as:
.ot 16 and the West of
:.ot 17, Block 11,
1N AMENDED PLAT OF
-IIAMI SHORES SECTION NO. 1,
according to the Plat
: hereof, as recorded in
?lat Book 10, Page 70
3f the Public Records of
)ade County, Florida.
Jote: Underground encroachments .
and utilities, if any, not
Located. Fence ownership by
zisual means only, legal
Dwnership not determined.
FLOOD ZONE: X
FLOOD INFORMATION:
Zommunity No.: 120650
Panel No.: 93 Suffix: J
Date of F.I.R.M.: 3 -2 -94
Base Elevation: Not Available
Boswell- Garrison,
PROPERTY OF: Lisa A. and Garrison, Bart A.,
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37 N.E. 101st Street,
Zoo
•
2ertified To: Rapid Title Services Company, Attorneys' Title Insurance
Fund, Inc., Boswell - Garrison, Lisa A. and Garrison, Bart A. and
American Home Funding, Inc., its successors and /or assigns.
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Dimensions
Fasteners
Allowable Loads
Model
No.
W
H
B
A
Header
Joist
Uplift
Floor
10d 16d
U26
2 0
irima
u Ti 0.1111����EILi
U2v
1- 9/164
Cal''
1 .
2
-3/4
/lk2
l 0 1inf-
2
1
1 -1/4
/4
6 -16d
0 -1.d
l
(4 -10d)
,6- td)
- --
165
705
75
0
805
13. 0
611
5- /8
"
1- /4
d
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2 .
•- Id)
ILMILIEL
--
9.0
10 :e
U21/ R.
2
9 -1/8
2
1 -1/4
14 -16d
(. -10d)
865
1645
1875
U34
2- 9/163
-3/8
2
1 -1/4
4 -16d
(2 -10d)
- --
470
535
U36
2-9/165-3/8
2
1-1/4
8 -16d
(4-10d)
- --
940
1080
U310
2- 9/168
-7/8
2
1 -1/4
14 -16d
(6 -IOd)
865
1645
1875
U314
2- 9/1610
-1/2
2
1 -1/4
16 -16d
(6 -10d)
865
1880
2145
U24 -2
3 -1/8
3
2
l -1/4
4 -16d
2 -10d
- --
470
535
U26 -2
3 -1/8
5
2
1 -1 /4
8 -16d
4 -IOd
- --
940
1080
U210 -2
3 -1/8
8 -1/2
2
1 -1/4
14 -16d
6 -10d
940
1645
1875
U44
3-9/16
2 -7/8
2
1 -1/4
4 -16d
2-10d
- --
470
535
U46
3-9/16
4-7/8
2
1-1/4
8 -16d
4-10d
- --
940
1080
U410
3-9/16
8 -3/8
2
1-1/4
14-16d
6-10d
940
1645
1 875
U414
3- 9/1610
2
1 -1/4
16 -16d
6 -10d
940
1880
2145
U44R
4
2 -5/8
2
I -1/4
4 -16d
2 -16d
- --
470
535
U46R
4
4 -5/8
2
1-1/4
8 -16d
4 -16d
720
940
1080
U41OR
4
8 -1/8
2
1 -1/4
14 -16d
6 -16d
1080
1645
1875
U26 -3
4 -5/8
4 -1/4
2
1 -1/4
8 -16d
2 -10d
- --
940
1080
U210 -3
4 -5/8
7 -3/4
2
1-1/4
14 -16d
6-10d
940
1 645
1875
U66
5 -1/2
5
2
1 -1/4
8 -16d
4 -10d
--
940
1080
U610
5 -1/2
8 -1/2
2
1 -1/4
14 -16d
6 -10d
940
1645
1875
U66R
6
5
2
1-1/4
8 -16d
4 -16d
720
940
1080
Simpson Strong Tie Company, Inc. ACCEPTANCE No.: 96- 0719.09
APPROVED : SEP 1 9 1996
if-f ou4HouT
DECK cohiSr.
M oPE t-: U 2.-CA
SIM f So /(
Si ok14 Ti0
U Joist Hanger
These Hangers are made of 16 gauge galvanized steel. Details, method of installation and
allowable loads are shown below.
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
Notes
EXPIRES : February 16. 1997
1-
2-
Joist Fasteners in parenthesis are designed for 1' /" penetration
Loads in the 1Od column are allowed when 10d common are
placed instead of 16d header nails.
3- Reduce uplift load by 33% for normal loading and cantilever
construction.
-2a-
Candido Font, P.E., Plans Examiner
Product Control Division
r,5s!T
:
t 's:'::..:.
; DIMENSIONS
_c.
: ;rr.� :; -nr
- .• FASTENERS L:3
.. - . . - .,.: _...-
. ALLOWABLE
: {, -•7 _ _ -.z:
,. }:_.,, (WIND) ': _ -.r-
r . - + --.:.•
::%W -=
` L : .:
• BEAM -
:I. POST'"
'47-UPLIFT =` ° LATERAL "
AC4 3
s ue. a�AW'V
VIZA E'/IC121/
ILSTAREFAREFAIW
LETiW.IIPZEllTIY1
ACE: ..- —
61/2
6 /2
12 -16d
marmi
6d •
8 -16d 1080 715
-16d ,�!T���
• 6- 16 - %4 ®j
• d /Kr
•'/z 8-16.
d
1080A/MIEVAII
10: AI
ACME
. 6- .d• ' . :.- 81. ...• ... :`
7oSr +o 15E
USED ot-
DECK
MDPEL : 1 1 - C4'
(P iscT 1e)
STRo J T
Simpson Strong -Tie Company ACCEPTANCE No.: 92- 0828.05
APPROVED
EXPIRES
NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS
3. AC Post Caps
These connectors are designed to anchor wood beams to wood posts. The connectors
shall be made of 18 ga steel and used in pairs. The fasteners, dimensions and allowable
loads are detailed below:
Typical ACE
Installation
RIGHT
Typical AC installation
-2a-
1 Diamond, P.E.
upervisor
Product Control Division
MAR 1 4 1994
. MAR 1 4 1997
-0
?AGE i,/o
MIAMI SHORES VILLAGE
APPI'-;,OvED BY
•7 1 jRAL
I
MEC BAN TAL
ROOFING
BLDG. OFFICIAL
1—
.; ;MPLIANCE WITH ALL FEDERAL, STATE AND COUN1Y
RULES AND REGULATIONS.
F9ORS VILLAGE ASSIJME:s1 NO RESPONSIBILITIES FOR ACCURACY
OF OR RESII..TS FROM THESE PLANS.
r.:NPLIANCE Wffli THE WATH RONDA CUILVING CODE AS ADOPTED PA
SHORES V11.1ArA IS REQUIRED. THE CthECT fi SUB
CONTRACTORS ARE. CliARCED WITH THE KNOWLEDGE CV
REGULATIONS WHEffIER OR NOT SPECIFICALLY INWCATED '7-
Owner's Name and Address 454.01 cf
STATE OF FLORIDA
COUNTY OF DADE.
J 7 Block
1
SS.
1 /
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building or other structure herein
described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the
State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with. whether
herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work.
Remarks (Signed
Registered Architect and /or Engineer
Name and address of licensed contractor D- e/'O � M .sV'��G( �l ) c
Location and legal description of lot to be built on: cJ
Subdivision i)/1J /R- MP
Date g / 19 2,
No. Z7 Street / J G /CV 14
/1 1,206 / 3
X32 / /
Street and Number where work is to be done 7 , ', G f 0 f s f�
State work to be done and purpose of building (by floors), state exterior colors (submit samples) / ifee td' 7 7 ( - ACC' 7).7LJFts-
rv //
..5-`
.s7f, .o iJJ iJP w�c c p l e° �'c P SSd Y` y /4"v 1 n..5
„of 4/„,c., J ^O iP 12.-fP4 — and for no other purpose.
New Building Remodeling Addition Repairs No of Stories
To be constructed of Kind of foundation Roof Covering
p d
Estimated Total cost of improvements S 3 7 .S 0 • � Amount of Permit S t
Zone cubage required Plan Cubage
Distance to next nearest building Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all plans and specifications for said building. All notices with reference to the building and its construction may be sent to
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligatons as an employer of Labor under the Florida Workmen's
Compensation Act, being Section 5966. Compiled General Laws of Florida. Permanent Supplement. and has complied with the provisions thereof. and will require similar
compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to •e posted for inspection
on the site of the work such public notice or notices as are required by the Act. The undersigned agrees toe ploy only suc su ontracto on work be performed
under this permit, as are licensed by Miami Shores Village.
Before me, the undersigned authority. a notary public, duly authorized to administer oaths and take acknowledgments. personally appeared
to me well known.
and who. being by me first duly sworn, upon oath deposes and says that he is the
of the above described construction. that he has carefully read the foregoing application. and that he did sign the same. and that all facts therein by him stated are true.
Permit No. 2 1 g/ 1 a Date /q Read, Sworn to and Subscribed before me.
Disapproved _p /1 < Date
Notary Public, State of Florida
(Signed)
Building Inspector
My Commission Expires
PLANNING BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved Date
NOTE: A charge of S25.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board.
A re- inspection fee of 525.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship.
b r , Ue u> # re4 A DI9 4 ezy-A Weis
37 ei. & /O /s/
ZS
$=
9' 75"
5
Lo ' /G w »5' 4 2,374/7
4tebe- ..Sec
im� / 5'�0 es
/0 -70)
Ex /s -. ;, Pes;c A-Pc
_ e xi5f. � q .r/-271e
/6 8 /mcie iv. E /0 / C.'s'ae c.A1/4/4\
ix ) A cee-s c , y 7
/1 ;4 7i7e,44 *Xd -
1 1
32
4A/U f C 1 reS lt� /% a.0 4r
Installation
0 Excavate unsuitable,unstable or
unconsolidated subgrade material
and compact the area which has
been cleared. Then backfill and level
with dense graded aggregate suit-
able for subbase material (typically
4-6 inches of compacted subbase
for light vehicular and pedestrian
traffic, increasing to 8 -12 inches for
heavy vehicular and industrial use) or
as otherwise directed by Site Engineer/
Architect /Landscape Architect.
0 7) Place bedding course of sharp,
normal weight screening or concrete
sand to a uniform depth of approxi-
mately 11 inches (35mm) leveled to
grade.
3a." Install Uni Paving Stone units with
joints appropmately' /s inches (3mm).
b. Where required, cut paving stones
with an approved cutter to fit
accurately, neatly and without
damaged edges.
( 3c Tamp paving stones with mechanical
vibrator uniformly level, true to grade
and free of movement.
"3d. ' Fill voids in joints by sweeping in dry
masonry sand.
Cv /jcvft`-:S cie74 , 0F c/r/ue
M ,9,
r'
310 NORTHEAST 99th STREET / MIAMI SHORES. FLORIDA 33138 / (305
C ,oc- ' 'e t r'
Composition and Manufacture
All Uni Paving Stones are made from
a "no-slump" concrete mix with fade -
resistant color pigments added to
achieve desired colors. Made under
extreme pressure and high frequency
vibration, Uni Pavers have a compressive
strength greater than 8000 psi, a water
absorption maximum of 5% and will meet
or exceed ASTM C -936-82 and freeze thaw
testing per section 8 of ASTM C- 67 -73. The
most popular shapes of Uni Paving Stones
are manufactured in 21 inch (60 mm)
and 3' inch (80 mm) thicknesses for a
variety of applications from light pedestrian;
to heavy vehicular use.
� ' sodec rem
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y�M�fvtivw
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757 -7765
THESE PLANS ARE APPROVED
FOR ISSUANCE OF A BUILDING PERMIT ,
VARIANCE(S) LISTED IN "REMARKS"
Iv11AMII SHORES BUILDING AND ZONING
UNLESS SPECIFICALLY LISTED BELOW.
AND COUNTY LAWS MUST BE COMPLIED
Authoried Signature Date
❑ WITH NO VARIANCES • WITH
NO OTHER DEVIATIONS FROM THE
ORDINANCES WILL BE PERMITTED,
Al.' OTHER APPLICABLE STATE
WITH BY ALL PARTIES.
F! ;E DEPARTMENT
F 'JLIC WORKS
r:' ICE DEPARTMENT
131ILDING DIRECTOR
��► �
���
PLANNING & ZONING BOARD
V!t.'AGE COUNCIL
APPROVAL
PRELIMINARY: FINAL:
REMARKS:
I
COMPLIANCE WITH THE SOUTH FLORID:: BUILDING CODE AS ADOPTED
BY MIAMI SHORES VILLAGE IS REQUIRED. T:IE ARCHITECT, BUILDER &
SUB CONTRACTORS APE •" ,.,,.•.., '''' ••• K: :OWLEDfE OF ALL BUILD-
; ING REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN.