DGT-18-3509Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
7)
r -
Issue Date:12/05/2018
Location Address Parcel Number
301 NE 96TH ST, Miami Shores, FL 33138 1132060135880
Contacts
Permit No.: DGT-11-18-3509
Permit Type: Decks/Gazebos/Trellises
work Classification Pergola
Permit status: Approved
Expiration: 05/20/2019
MATTHEW & ALISON STROGIN Owner THE PATIO DISTRICT Contractor
10178 NW 21 ST, PEMBROKE PINES, FL 33026 FREDDY OCHOA
3305 NW 79 AVE, DORAL, FL 33122
Business: 7865182307
Description: WOOD PERGOLA 18'X18' FREESTANDBY WITH 4 Valuation: $ 4,532.00
Inspection Requests:
WOOD COLUMNS. 305-762-4949
Total Sq Feet: 324.00
Fees Amount
Application Fee - Other 50.00
CCF 3.00
DBPR Fee 6.91
DCA Fee 4.61
Education Surcharge 1.00
Gazebos, Trellises and Pergolas Fee 275.00
Planning and Zoning Review Fee 35.00
Scanning Fee 12.00
Structural Review ($45) 45.00
Technology Fee 11.52
Total: 444.04
Payments Date Paid Amt Paid
Total Fees 444.04
Credit Card 11/21/2018 50.00
Check# 1514 12/05/2018 394.04
Amount Due: 0.00
Building Department Copy
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS Ay}YIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regi t ng struction and zoning. Futh(Mmpre, I authorize the above named contractor to do the work stated.
Signature: Owner / Applicant / Contractor / Agent Date
December 05, 2018 Page 2 of 2
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 l
Y Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949l'I
FBC ton
BUILDING Master Permit No. ` m ''3 c1
PERMIT APPLICATION Sub Permit No.
BUILDING ELECTRIC ROOFING REVISION EXTENSION [:]RENEWAL
PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 301 Ne q (D t
City: Miami Shores County: Miami Dade Zip: ` g
Folio/Parcel#: I I -3 20(jp -Q13 _S 1 1) 0 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 91 11-5c) n S-nrona i rl Phone#:305` 161 3 q I 1
Address: 30 I NE q (P ,S -I- r f P -r
City: State:' -3IC) Y t lit U Zip: J 3
Tenant/Lessee Name: Phone#:
Email: Q I l i son . S'i"r0 nq n(otqroaI' 1. C o ten
CONTRACTOR: Company Name: T r) f- P CM 0 D I S "rrI Ur Phone#: %4(D -SI - 2 30-7
Address: 3O!= N I/V -1 q "a E
City: _fjo rcl I State: E L zip: 3 31 2 L
Qualifier Name: 0 ( ,h C) C1 Phone#: ` AP - J 1 (230-1
State Certification or Registration #: 7 5 -762_Certificate of Competency #:
DESIGNER: Architect/Engineer: V I C fOr C' rC)K) Phone#: 7 g In 2 S `Z= C{ 2
Address: D J r- CA )n`" G Irl b 1`e V GiVf- rS City: M j CA M I State: Zip: _3 l Z
Value of Work for this Permit: $ quare/Linear Footage of Work:
Type of Work: ElAddition ElAlteration IFNew Repair/Replace Demolition
Specify color of color thru tile:
Submittal Fee $ • C Permit Fee $2- L"> • 03
Scanning Fee $ Radon Fee $
Technology Fee $
Structural Reviews $ H ; ' Q
Revised 02/24/2014)
Training/Education Fee $
CCF $
DBPR $
CO/CC $
Notary
Double Fee $
Bond $
rr 11 (
TOTAL FEE NOW DUE $ D5% e-4 - 0 - I
i
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 issuI In the Absence of such posted notice, the
inspection will not be approved and py'einspection fee will be charged. /
SignatureA,-' Signature
OWNER or AGENT
The foregoing instrument was acknowledged before me this
i3
day of NOV , 20 I2 by
A 1h1 S2 t Af(MG/ , who is personally known to
me or who has produced T UL _ as
identification and who did take an oath.
NOTARY PUBLIC:
Sign
Print
The foregoin instru
d v of
was acknowledged before me this
1 , 20 1, by
r. I I
Ol i who is personally known to
me or who "T. roduced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal: MY
EXPIRECOMMI#
7, 2021ION8881
Seal:
1
MY COMMISSION # GG105888
EXPIRES May 17, 2021
l
APPROVED BY Plans Examiner
27
Zoning
1//171 Structural Review
Revised 02/24/2014)
Clerk
m
BOUNDARY SURVEY
LOT 12
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LOT 11 LOT 10
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POC -Polo OP'CD MENCEMEN A CER7IFICA N BO DRY SURVEYS
PC INF -VUR ' I HEREBY CERTIFY THA THIS SURVEY WAS MADE UNDER MY
POC 016i OJ;A JRVE - p
i
RESPONSIBLE CHARGE AND TO THE BEST OF MY KNOWLEDGE
CMIN NK FENCE D AND BELIEF; THIS SURVEY MEETS THE MINIMUM TECHNICAL
i 0w®NC
PB AT OI] P - PAGE
57ANDAROS AS SET FORTH BY THE BOARD OF PROFESSIONAL
M - Mi AstoAu D - DEED LAND SURVEYORS IN CHAPTER 61617-6 FLORIDA ADMINISTRATIVE
R - RADIUS"'-""' 'A-- ."'Rc'_UALHAL; _ CODE PURSUANT]
J4^
SE TION 472.027, FLORIDA STATUTES.
6 - CENTRAL ANGLE C - CHORD
D BASIS OF SEARING=AS PER PLAT
X.XX _
ELEVATION 2)ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL /
GEODETIC VERTICAL DATUM(N.G.V.OJ
1-1- NON -VEHICULAR ACCESS LINE 31LOCATION AND IDENTIFICATION OF UTILITIES ON ANO/OR ADJACENT TO
THE PROPERTY WERE NOT SECURE AS SUCH INFORMATION WAS NOT PITA, P.L.S.
v , - CONCRETE REOUESTEO.
PR FESSIONAL LAND SURVEYOR4)NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A
u- _ OVERHEAD LINE O - MANHOLE FLORIDA LICENSED SURVEYOR AND MAPPER. LICENSE NO. PSM 578'4
J''l., 51 THIS SURVEY IS NOT INTENDED FOR CONSTRUCTION PURPOSES STATE OF FLORIDA
PAVERS j p S . TREE 6) ENCROACHMENTS AND VIOLATIONS ON SURVEYOF ANY):
1./ A) CAVY & ASSOCIATES, INC.
TILE
B) LAND SURVEYORS
LB 6971
1405 SOROLLA AVERNUE
CORAL GABLES. FL 333134
LEGAL DESCRIPTION • • • • • • • • • Phonse: (786)236 8344
LOT 13 & 14 BLOCK 43 OF AMENDED PLAT OF MIAMI SHORES, SEC ONEK, ACCORDING TO* •: : . • • • •
THE PLAT THEREOFAS RECORDED IN PLAT BOOK 10 AT PAGE 70 THE PUBLIC '• ••• •• SEC;ION=••33-56-39 COUNTY: DADE
RECORDS OF MIAMI-DADE COUNTY FLORIDA.
CERTIFIED T0:
evIdATTfi&W [W610 STRONGIN & ALLISON STRONGIN
1. COMMUNITY 2: PANEL 4 DATE OF 5! FIRM 6: BASE FLOOD • • • • •
3: SUFFIx FlAm INOEx
NUMBER NUMR ZONEBEBEELEVATION
301 NE 96 STREET, MIAMI SHORES. FL 33138
120652 0302 L 9/11/09 X N/A
114A°x/8:118 REF: 13-06-03 Q DWc:Gt_11249
r TN ST
4
g
7,714111
NE 95TH ST
r
KEY PLAN
SCALE: NTS 10
SITE INFORMATION: ZONING SOIL STATEMENT: MATERIALS: CODE INFORMATION:
MIAMI SHORESCATEGORY FOUNDATION SYSTEM CONSIST OF SPREAD NON
BEARING FOUNDATION BEARING ON COMPACTED
LIME ROCK OR UNDISTURBED LIMEROCK.
ALL WOOD MEMBERS TO BE
SELECT STRUCTURAL SPRUCE PINE PT
Fb =1250 psi
Fc =565
THE STRUCTURE HAS
BEEN DESIGNED IN
ACCORDANCE WITH THESCOPEOFWORK:
NEW TRELLIS
PMDU FOOTINGS HAVE BEEN DESIGNED FOR AN
ALLOWABLE SOIL LATERAL PRESSURE OF 200
psi
Ft =700 psi
CONCRETE
2017 FLORIDA BUILDING
CODE 6TH EDITION. . NDSLEGALDESCRIPCION:
LOT 13& 14, BLK 43, OF AMENDED PLAT OF
P.S.F/ FT INCREASED TWICE AS PERMIT BY 3000 psi IN COMPRENSSION AT 30 2008, ACI 318-11, ASCE
MIAMI SHORES, ACCORDING TO THE PLATFBC
2017 1807.3.2 ENGINEER OF RECORD DAYS
7-10.
THEREOF, AS RECORDED IN PLAT BOOK 10, AT SHOULD BE CONTACTED IF AT TIME OF FASTENER AND CONNECTORS: ALL
PAGE 70, OF THE PUBLIC RECORDS OF CONSTRUCTION A SET OF CONDITIONS DIFERENT CONNECTORS TO BE GALVANIZED STEEL
kAlAAAI—nAnC rr)I IKITV CI FROM THE ABOVE STARTED ARE FOUND.
IVTHE is DISTRICT
THE PATIO DISTRICT
3305 NW 79 AV.
MIAMI — FL, 33122
PHONE: 786 — 518 230
www.thepatiodistrict.com
VICTOR CEKON PE.
CIVIL 63023.
8883 FONTAINEBLUE BLVD
105 MIAMI FL 33172
PHONE: 786 — 282 5292
SEAL ENGU E RING -7
so ..
OPEN TRELLIS •
301 NE 96 N;WET:
MIAMI SHORES, FL
OWNER NAME:
ALLISON N STRONGIN
GENERAL NOTES
REVISIONS
NO. DATE DESCRIPTION
WIND LOAD PARAMETERS: DRAWING
3 SEC. GUST SPEED = 175 MPH IDENTIFICATION
EXPOSURE D DESIGNED BY: DCO
GCpi = 0.0
NOTE: OWNER HAS BEEN INFORMED THAT DRAWIN BY: DCO
STRUCTURE SHOULD NOT TO BE ROOFED CHECKED BY:
LOADS: (ASCE 7-10. FBC-2017)
DATE: 11/07/18
LL = 20 PSF TRELLIS: SHEET
DL = 10 PSF (SOLID WOOD)
A 1NOTE: STRUCTURE DESIGN FOR UN OBSTRUCTED
FLOW, NO COVER SHALL BE APPLIED
REAR
SEXIST. PAVER
4)— 6 x 6 PT WOOD COLUMN
TYP
18 f
2 — 2"x10" PT WOOD BEAMS
ATTACHED TO W (2) 1/2" DAM
THRU BOLT
v rt '.n' n n n n. n- n n
FOUNDATION PLAN TRELLIS
SCALE: 1/8"=V-0"
6"X6" WOOD COLUMN
RESAR 1/2
CONCRETE
FOUNDATION 27"X27"
3D FOOTING
l I I I I
2 x 8 PT WOOD RAFTER ATTACHED
TO (2) H2.5 SIMPSON TIES WITH
NOA APPROVAL FL # 10456.11
5 — 8D NAILS INTO WOOD RAFTER
5 — 8D NAILS INTO WOOD BEAM
2 x 4 PT WOOD ATTACHED
2 — 10D NAILS Q EA RAFTER
FRAMING PLAN TRELLIS
SCALE: 1/8"=l' -O"
BEAM SPLICE COLUMNS DETAIL
SCALE: NTS
STRUC I-Ui:"° L REVIEW
APPROVED
S
THEPATIODISTRICT
THE PATIO DISTRICT
3305 NW 79 AV.
MIAMI — FL, 33122
PHONE: 786 — 518 2307
www.thepatiodistrict.com
VICTOR CE.RON Fr-
CIVIL ECIVIL63023.
8883 FONTAINEBLUE BLV[
105 MIAMI FL 33172
PHONE: 786 — 282 529
SEAL ENGI
sG•••
OPEN TRELLIS":':
301 NE 96 l4i• `FT;
MIAMI SHORES, FL
OWNER NAME:
ALLISON N STRONGIN
GENERALNOTES
r' +
VISIONS
DATIE10641 IN1.1 DATE I DESCRIPTION
DRAWING
IDENTIFICATION
DESIGNED BY: DCO
DRAWIN BY: DCO
CHECKED BY:
DATE: 11/07/18
TRELLIS: SHEET No
A3
06
2 x 4 PT WOOD LATTICE ATTACHED
TO 2X8 WOOD BEAM WITH
2)10DX3" NAIL @ EACH RAFTER
D
2 x 8 PT WD RAFTER
4'u il 11 \.(1) H2.5 SIMPSON TIES
4.15" (5) 8D NAILS INTO WOOD RAFTER
5) 8D NAILS INTO WOOD BEAM
2.5" APPROVAL FL # 10456.11
1'6" 2) 2 x 10 PT WD BEAM TO 6X6 PT
WOOD COLUMN
WITH (2) 1/2" DIAM THRU BOLT.
10' MAX
6 x 6 PT COLUMN
PROVIDE FIBERED ROOF COATING AROUND
EMBEDED PT WOOD COLUMN
FUNDATION NOTE: NEW 27" X 27" X 27"
FOOTING 3000 PSI
PROVIDE 1 # 5 ON EACH DIRECTION AT
TOP MIN 3" RECOVER
4"
4"
0 77
MA
SECTION A -A' AT FOOTING
SCALE: 3/4" = V-0"
e o
m
m
m m
m
H2.5 SIMPSON TIE
APPROVAL FL # 10456.11
CONNECTOR DETAIL
SCALE: NTS
WOOD RAFTER
H2.5 SIMPSON TIES WITH
NOA APPROVAL FL
10456.11
2"X10" WOOD BEAM
2) 1/2"GALVANIZED
THRU BOLTS AT
EACH POST
3D ILLUSTRATION - FRAME
SCALE: NTS
THE -'A.TIODISTRICT
THE PATIO DISTRICT
3305 NW 79 AV.
MIAMI — FL, 33122
PHONE: 786 — 518 2307
www.thepatiodistrict.com
VICTOR CEKON FE.
CIVIL 63023.
8883 FONTAINEBLUE BLVE
105 MIAMI FL 33172
PHONE: 786 — 282 529,
SEAL ENGIVE.ERING
OPEN TRELLIS••:•:
301 NE 96 SZ F•L•i
MIAMI SHORES, FL
OWNER NAME:
Ummei 1) J, mImu, rel ri,
GENERAL NOTES
S_ RJCTJRr:L VIEVJ
1
APPROVED fi—DAT
RE ISIONS
DATE I DESCRIPTION
DRAWING
IDENTIFICATION
DESIGNED BY: DCO
DRAWIN BY: DCO
CHECKED BY:
DATE: 11/07/18
TRELLIS: SHEET No:
A4