REV-20-138BUILDING
PERMIT APPLICATION
❑BUILDING ❑ ELECTRIC
Miami Shores Village jr..I 2 r ?>Jzu
Building Department BY:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949�
FBC 201-.4'
Master Permit No. \ c) - 2Oi 20
Sub Permit Nope'' Q 1-2r)' ['JO%
❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: G N "- (0-7TW
City: Miami Shores County: Miami Dade Zip: 3 � I � V
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: jConstruction Type: Flood Zone: BFE: FFE:
�.J OWNER: Name (Fee Simple Titleholder): O S�1AIA l 4 n 0l (I/ a Phone#:
Address: � 1 J LkJ ( o %`� S o, I
City: M ko nor 9&0 oy S State: 17 L Zip:
Tenant/Lessee Name:
Email: 10 CQ0 - IgS,;7lF GAM 011 co''�
one#:
CONTRACTOR: Company Name: G- h1 e om, ' Phone#:
Address:
City:
State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Zip:
Type of Work: ❑
Addition ❑
Alteration ❑ New
1.
❑ Repalir/Replace ' ❑ Demolition
Description of Work:
%�V S(0 r
dZ� IY� Q S•�{�/
e I^/"Yl , �nV� c
t,J r l dlcl
G!
Ste �C w, (
rGN�
1 e_ anC.Ao�le, TD G', VIOt/rj
Specify color of color thru tile:
Submittal Fee
Scanning Fee $
Permit Fee $
Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
Copie& ,� 2.. 25
CCF $
DBPR $
CO/CC $
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $ Sk
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
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.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
�70YA`ERorAGENT
The foregoing instrument was acknowledged before me this
Signature
CONTRACTOR
The foregoing insfrument was acknowledged before me this
T<N�i �k,`oGho is pis person�alllly known to
me or who has produced as me or who has produced
identification and who did take an oath.
NOT
Sign
Prins
who is personally known to
identification and who did take an oath.
NOTARY PUBLIC:
Sign:_
Print:
Seal: �r,= Seal:
i O f7
r,p2 5
" oo Gj w
APPROVED BY A6 ZftC Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
r
LOT 2 LOT 1 r1�L s i
BLOCK 211 BLOCK 211
(PE52-PG33i (P&52-P033) - -- -- tV'.. : ':'::
-^_..-
IO.TOf ASPHALT PAVEVFIV7 :" "
i ..:• 'o�.. ..... 2
_ - -- - - 75.00 (Rdctufl)�'. "'I_._..�.... ::::':'::..;.
FLP. 1/2` vl ...............:
+ o LOT 16 HEAVY VEGET'AitONN % 1"........
N � r BLOCK 211
23.80_ f.'
11.75'
i ~ 0' . ff
nLE a; POOL aq
W I _
Q 5 N x .. 7 ".'.'.'.'...
r+ 7.0• .
i inch 2G• °t. ( i GENERATOR s: iq .
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o —nL>
CONC 3 0 X `Dx x
�t �--
W 3 0 10 21.75 � : �. V ::
225 ao 16.601.0 r: m CANVAS % v 3 m
CANOPY
LOT 15 0 0PL a less' TILE nLE ro.roy
f2�7
co
BLOCK 2131.45'ci
3.8 ONE STORY10.65'RESCE9-00
10.15Ni 14.05' tt 14...
2.35' .59i'�'5TEPS PAVERS m N ..
DRIVE E 3.95' 14.60' ......o
BASIS OF BEARING { . . ': . .:':.:.s...;: - n
is .'.g�......N. ..ii
(ASSUMED) o 'dry : �; ..;.r...:�.... ►. �.. L, c�
10.15 40.00'
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FLR: 1/2. _ � Csw 75.00' (Ra") 1 FND. G --i
F.I.P. 112
23.6't PARKWAY
90
.4
76.0' < O
- �- _........... '.'.'............. '........ 4:.;.'.'E' .
::75' R/GHT-OF-WAY (8Y PLAT)::'::':':'.':'.'::'::::.:::':' ':'.'::'.':'.'.'::::':': :::'::':::'.', r
1a8't ASPHALT PAVEMENT ..: :. .....'.'.'.'.'.'.'.'.'..''.'..'...'..'....".'..'.'.'.'.':....... �.':. 5 `'] ; 1
+. V'N. .T
.... ............ ._. ............ . ,a.'.'.
NNTS OF I t 'n I)NE n'i
VISiRLF f J) !
- I HEREBY CERTIFY THAT T)a-SOIMDARYSURWV' 19 A•7
MAP OF SOUNDARYSURVEY A��TRE7«IAI>D�,AE, FREPA,�„�,�„DK,7,
Property Address:
5 NW 107 ST
MIAMI SHORES, FL 33168
hnlineLend
SURVEYORS, INC.
15271 NW 60 AVE, Suite 206
Miami Lakes, FL 33014
vmw.0nfine dfld$urveVomC.om
`.,11 FI
t:
% •ici ..,ATF C
11 All
SIGNED :--- FOR THE FIRM
W1GLQ3_ ESPfiV
STATEOFFLORIDA � P_S.W.Ab.5101
NOT VALID VATHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED
ELECTRONIC SEAL ANDAR TMS MAP IS NOT VALIDri7TFgUT THE SIGNATURE AND ORIGINAL
RMSED SEA. W A LICENSE SURVEYOR AND MAPPER
Survey Date:3M32019 Survey Code:0-49496 Page 1 of 2 Not valid Hrithout all pages.
Intertek-PSI Tel +1407 304 5560
1748 33rd Street Fax +1407 304 5561
Orlando, Fl. 32839 intertek.com/building
January 24, 2018
Mr. Thomas Campbell
Florida Department of Business and Professional Regulation
Manufactured Building Program
1940 North Monroe Street
Suite 90A
Tallahassee, Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer: Amazon Sheds and Gazebos (MFT6755)
Plan Number: Gable — 200D (revision 1- added porch extension located on sheet FBPR-2 of 8)
Dear Mr. Campbell:
Professional Service Industries Inc., an Intertek company ("Intertek-PSI"), part of Intertek' Building Science
Solutions, in pursuant to the requirements of the Florida Department of Business and Professional Regulations,
the above referenced documents have been reviewed for compliance with:
2017 Florida Building Code, 6W" Edition
2014 NEC, NFPA 70
These plans comply with Florida Product Approval Rule 61G20-3.006 (FAC). A signed and sealed set of plans are
maintained on file in the Third -Party Agency office of PSI.
All mandatory comments have been satisfied and plans are approved for construction by a modular building
manufacturer that is currently approved by the Department of Business and Professional Regulations.
If you have any questions or require my assistance in any way, please do not hesitate to contact me.
Respectfully Submitted,
Professional Service Industries, Inc.
Victor C. Martin, PE FL #82379
Department Manager
Building Science Solutions
CC: Amazon Sheds and Gazebos - Filiberto Rodriguez — amazonsheds@gmail.com
•
Ill Intertek is a brand name representing the Intertek Group pic legal entities, including but not limited to, Intertek
Testing Services NA Inc., Professional Service Industries, Inc. ("INTERTEK-PSI"), Architectural Testing Inc. ("INTERTEK-
ATI"), and MT Group Inc. ("INTERTEK-MT").
www.intertek.com/building
ROOF SHEATHRIG OPTIONS
- FIBER6U55 SMNo AND f 1O FELT WITH 20 YEA2 CUSS 'A' 2261.8 y ,C
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29 GAUGE /CORRUGATED METAL(RUN ANY DIRECTION) SECURED
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PSI APPROVAL 2018-01-24
ROOF
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2) 2x6 OR (1) 4x6 P.T. S.Y.P. /2
KIDS ALL ELSE. EXTRA SKIDS ON
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Sole pia w1d51 s0laWngr Weted wdl
3-t6ocanmm (3 V7'aO JS)a 16"oc
I
w
4-Sa0ta1'...t•M'or
Ipxni wrl{a }
4- S H 9sy Lopes • Ir o r
I
Tmproso sn4d
2 s:Jcma.w (3 VT. 01.2.)
3 -Sao 13!' oak
�d npl
J - S H peps s1aYE,
SWJIa sWaI-
4-W caarvl(2 Vs.0 131"
4 - r . o ur na9c
pwla.l
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(
2 - t6d common (3 ur • 0 167)
i
3 - 3 a 0 131' eNs
lend n•1
3 - 3 H Daps sledas
1
Fiwde 9aM
I.13 V7. 0 19r1 a 24' o c
-Cll1'nNr 99c
,yore net
]• W a.9e slips r a' o c
Dw(E.lap•.,
Ib0la uTaa l3s)r l6 o<
3' a V 131' nN r r a c
'TYper Ixe nw
3" H gape LepeS It r o c
D.W. lop pros
18- 1wcommon 13 Vr. 016T1
2- J" a 0 131' nws
flap spn.
la- S 14 gvoE vows
&a 1m9 tWwaen 1-d raX«S to lop daa 3-ad 1arFan(21/7. 0131')
131' nrk
hIomed
9. slap..
1
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ad17 VT 01311r69c
i
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11oanN
.
J' 9, r 6'9c
TO pray, 1a . a1J wd:aimm
2 A•d <ar111.m (J V a 0 1b71
3- Sao 1l1'nas
tare rat
3-S Hpa9a s+apes
<•:Mmuuus naadx Mo pw.f
I,U [anwHVl .O IeYt
110"pc Aaay ad2a
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a w[o�rwri (?VI aU 131'I
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4. 3'•a I",
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4-s 149pe u«las
N.1p dlrag(
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2-Xd<omrn,ai (21/7+0131.)
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IWt--(4 V'. 616T)
3"1 01J1 nets
M of
3' 14 9.ge tlmm,
Ir o c
BwTUP d•d. erM pans
7M[amwlp xU Ix-*1r3?'a<
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Kw9e.a SWR
2-2V [anmm (4's 0 197)
3 - 3' a 0 131' nag
Ixe rer r mds rat r each spca
3 S 14 Om stapes
2• pla*S
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r each t env
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4 -T 14g tlagec
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ideal
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Fl-,M.lo 2.W nd9. main
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-I
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1gr 5pD
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4 - J' a V U l nwk
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4-3'H slapbf
roe slmctmr parel3 .nd pro<Ic•Xaaatl
uT shales,
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1 314- 16 910W
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nosh m aMl m Ifw udgm and 12 oche, m -W a wamedro -Is fa MaSau[tural staling
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F.tlawas All • 4 MII.4.n (m1Y r.d9as. 9 Mne, ■ Ittermedr.,appals
suaW AX SM F.rr.le SmgYe
FNMas wltl M.r'•rad var .rw sd.rme r..am rlaxn din¢ anxWm m.raly.
.hvhek
psi
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«, rod .�a«a 511arlrlwp I;o nanwg) r nar,.dg. In o c
Strap ff. Simpson Strong-0rlve®SD Screw Schedule Strap & Fastener Schedule fat
R.Ih4t)
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trot W1rsr.Wn.0m comers anO Lad: aOxwls to+dMrs
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PSI APPROVAL 2018-01-24
30" AUGER ANCHOR
SPACING — SINGLE WIDE
SHED WIDTH
LW
UPLIFT (PLF)
ENO ANCHOR-
MAX. INTERIOR SPACING-;
13'-8"
7.00
243
O'-0" TO 3'-0'
10'-0'
I V-8"
6.00
206
0'-0' TO 3•-0"
101_0.
10'-0"
5.00
174
d-cr To 7-0"
10'-0"
8'-0"
4.00
135
U-0TO 3-0
10'-0'
UP-
3.00
104
1 d-0' TO 3'-0"
10'-0"
wLOAD WIDTH OF UPLIFT ON RL4M
LOCATON FROM END WALL OF AUCER ANCHOR
r MAIOMUM SPACING BEMM ANCHORS
NOTES
1. ANCHOR SPACING IS DESIGNED AS PER ASM-7.
2. ALL YFASUIIEIAM5 ARE CENTER -TO -'ENTER
3. THE WIN" NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER.
ADDITIONAL IMERIOR ANCHORS ARE REQUIRED IF SPACING 6 MORE THAN 10'- 0"
BETWEEN ANCHORS..
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TIE -DOWN
DETAILS
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30' DRIVE ANCHOR 30" AUGER ANCHOR CONCRETE ANCHOR
FOR ROCK/CORAL FOR SOIL/CLAY WITH D(PAMSION BOLT
TYPICAL ANCHOR TYPES
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FOUNDATION ANCHORING TIE -DOWN SYSTEM TO BE SITE
DESIGNED AND LOCALLY PERMITTED
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