RC-16-33669NC, Igo - 33(o cko•
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Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit
Permit NO. RC -12-16-3366
Permit Type: Residential Construction
Work Classification: Addition/Alteration
Permit Status: APPROVED
Issue Date: 3/15/2017
Expiration: 09/11/2017
Parcel Number
Applicant
77 NE 95 Street
Miami Shores, FL
1132060130720
Block: Lot:
PABLO NUTA
Owner Information
Address
Phone
Cell
PABLO NUTA
77 NE 95 Street
MIAMI SHORES FL 33138-2706
77 NE 95 Street
MIAMI SHORES FL 33138-2706
Contractor(s)
DRAAM CONSTRUCTION INC
Phone CeII Phone
(305)219-6459 (786)715-5044
Valuation:
Total Sq Feet:
$ 18,000.00
250
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Construction: GARAGE ENCLOSURE AND REMO
Stories:
Front Setback:
Left Setback:
Bedrooms:
Plans Submitted: Yes
Certificate Date:
Bond Return :
Occupancy: Single Family
Exterior:
Rear Setback:
Right Setback:
Bathrooms:
Certificate Status:
Additional Info: GARAGE ENCLOSURE AND REMO(
Classification: Residential
Fees Due
CCF
CO/CC Fee
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Permit Fee
Plan Review Fee (Engineer)
Scanning Fee
Technology Fee
Work without Permit Fee
Total:
Amount
$10.80
$50.00
$8.10
$8.10
$3.60
$5.00
$540.00
$120.00
$21.00
/$14.40
$540.00
$1,321.00
Pay Date Pay Type
Invoice # RC -12-16-62349
03/16/2017 Check #: 0993
Amt Paid Amt Due
$ 1,321.00 $ 0.00
Available Inspections:
Inspection Type:
Final PE Certification
Drywall
Miscellaneous
Window Door Attachment
Tie Beam
Final
Framing
Insulation
Truss lnsp
Columns
Foundation
Window and Door Buck
Fill Cells Columns
Wire Lathe
Review Electrical
Review Electrical
Review Planning
Review Planning
Review Planning
Review Building
Review Building
Review Building
Review Structural
F. Termite Letter
F. Elevation Certificate
Review Plumbing
Review Mechanical
Declaration of Use
In c' . -ration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertai • 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 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. Futhermore, I authorize the above-named contractor to do the work stated.
March 15, 2017
1
DAVID A. DACQUISTO, AICP
PLANNING 5 CNG DIRE'S'OR
71 tanu SIiorei
cje
DEVELOPMENT ORDER
File Number:
Property Address:
Owner/Applicant:
Address:
PZ -11-16-201681
77 NE 95th Street
Pablo Nuta
77 NE 95th Street
10050 N.E. SECOND AVE
MIAMI SHORES, FLORIDA 33138-2382
Telephone• (305) 795-2207
Fax: (305) 756-8972
Whereas, the applicant Pablo Nuta (Owner), has filed an application for site plan review
before the Planning Board on the above property. The applicant sought approval as
follows: Pursuant to Articles IV. V and VI of Appendix A Zoning, Sec. 400 Schedule of
Regulations and Sec. 600. Site plan review and approval required. Garage conversion.
Whereas, a public hearing was held on December 8, 2016 and the Board, after having
considered the application and after hearing testimony and reviewing= the evidence entered,
finds:
1. The application was made in a manner consistent with the requirements of
the Land Development Code of Miami Shores Village.
2. The conditions on the property and the representations made at the hearing
merit consideration and are consistent with the requirements of the Land
Development Code.
The Board requires that all further development of the property shall be performed in a
manner consistent with the site plan, drawings, and the conditions agreed upon at the
hearing:
1) Approval is granted as shown on the plans submitted and made a
part of this approval to convert an existing 190 sf attached garage at the rear of
the residence to a bedroom and laundry.
2) The applicant to maintain 2 legal parking spaces on the plot.
3) The driveway must be cut back 5 ft. and a 5 f. wide landscape strip planted
there between the driveway and residence.
4) Applicant to obtain all required building permits from the Building
Department for work already completed.
Palle 1 of 2
DO -PZ -1I-16-201631 Nuta
5) Applicant to apply for and obtain all required building permits from the
Building Department before beginning work.
6) Applicant to apply for and obtain all necessary permits and approvals from
outside agencies before beginning work.
7) An erosion and sedimentation plan subject to review and approval by the
building official is required if ground cover is removed or as required by the
building official. Properly installed soil erosion measures (silt fences, straw
barriers, etc.) and anti -tracking area at all construction entrances are required to
be put in place and maintained if ground cover is removed or as required by the
building official. Required erosion control measures must be in place prior to
footings inspection.
8) Applicant to obtain all required permits and approvals from the Miami -Dade
Department of Regulatory and Economic Resources, Environmental Plan
Review Division (DRER, EPRD) and the Miami -Dade Department of Health
(DOH/HRS) as required.
9) Applicant to meet all applicable code provisions at the time of permitting.
10) Applicant to complete a covenant in the form of a "Declaration of Use" assuring
the property is used only for a single family purpose, record the covenant with
the Miami -Dade County Recorder and provide the planning director with a copy
of the recorded document prior to the final inspection by the Building Official.
11) This zoning permit will lapse and become invalid unless the work for which it
was approved is started within one (1) year of the signing of the development
order by the board chair, or if the work authorized by it is suspended or
abandoned for a period of at least one (1) year.
Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes,
Miami -Dade County Codes, the applicable building and life safety codes required for
development, and provide a copy of the development order to the Building Dept.
The application with conditions was passed and adopted this 8th day of December, 2016 by
the Planning and Zoning Board as follows:
Mr. Snow Yes
Mr. Busta Yes
Ms. Hegedus Yes
Mr. Diaz Yes
Chairman Fernandez Yes
Date 1
DO -PZ -1 1-16-201681 Nuta
Ri h rd M. Fernandez
Chair, Planning Boa
Pave 2 of 2
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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 app.ved and a reinspection fee will be charged.
Signature
OWNER or AGENT
The foregoing ins ent was acknowledged before me this
t S`A day of D rr
C. , 20 � O , by
Pin j10 S Nkj- �j ho./CQ is personally known to
me or who has produced N J �41 O Z"115
identification and who did take an oath.
NOTARY PUBLIC:
Sig
Print:
Seal:
APPROVED BY
(Revised02/24/2014)
�;�r•,, MAMARAI K. GONZALEZ
,, = MY COMMISSION # GG 044802
"0 """ gl EXPIRES: November 2, 2020
.;Rn-; ?::." Bonded Thru Notary Public Underwriters
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
�fo�`day of(y , 20 f , by
1 diad V (QArcM is personally �`�Vknown to
Ce or who has produced (QM r?AO -5(0-((��
identification and who did take an oath.
NOTARY PUBLIC:
Seal:
*************
•
Plans Examiner
iRKC"F%
" MAHARAIKGCNZALEZ
?,r • MY COMMISSION # GG 044802
;,��� ,= EXPIRES: November 2, 2020
"'•4o, �; °t.'� Bonded Thru Notary Public Underwriters
*******
Zoning
Structural Review Clerk
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
S�l--
FBC 20 1q
Master Permit No. PC UO ?a 2(0
Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL
❑ PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: -1-1
City: Miami Shores
Folio/Parcel#:
County:
Miami Dade Zip: 33 \'3Q6
Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): (P�-�J\o OA—A— Phone#:
Address: `( `A 9
City: tA t CI? -,ZS
State:Zip:'-' >, 3 ej
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: ` Ac 14C_. Phone#: Cz � ( S Q)44'
Address:
•'J0 '() 3(2 SI
City: )J \ /may-.\ State: C ,1 2S. Zip: 33 t D
Qualifier Name: \ �C'Y�e. �n � & 1"\G.S Phone#:
State Certification or Registration #: C ---c C 1 b\ \ Pic. Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City:State: Zip:
Value of Work for this Permit: $1 e, l D • C20 Square/Linear Footage of Work: 2-,S()
Type of Work: ❑ Addition M Alterationn New El Repair/Replace ElDemolition
Description of Work: C_: A�,CQ. v.. G` o -'i- 2. evy. 0A42_\ vv.S 1.4 c-.,\. "i cpv�
Specify color of color 'thru tile:' `c
Submittal Fee $ Permit Fee .$ J 4O 400 CCF $ co/Ce$ S-0. 00
Scanning Fee $ Radon Fee $ DBPR $ Notary $ 5.0-C)
Technology Fee $ Training/Education Fee $ Double Fee $ Cer '0. C
Structural Reviews $ r2.10 • 0\D Bond $
TOTAL FEE NOW DUE $1. 3Z 1 • 03
(Revised02/24/2014)
IAI t Ut- I- LOKIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
2601 BLAIR STONE ROAD
TALLAHASSEE FL 32399-0783
ARIAS, FERNANDO
DRAAM CONSTRUCTION INC
7530 SW 36TH ST
MIAMI FL 33155
Congratulations! With this license you become one of the nearly
one million Floridians licensed by the Department of Business and
Professional Regulation. Our professionals and businesses range
from architects to yacht brokers, from boxers to barbeque
restaurants, and they keep Florida's economy strong.
Every day we work to improve the way we do business in order
to serve you better. For information about our services, please
log onto www.myfloridalicense.com. There you can find more
information about our divisions and the regulations that impact
you, subscribe to department newsletters and learn more about
the Department's initiatives.
Our mission at the Department is: License Efficiently, Regulate
Fairly. We constantly strive to serve you better so that you can
serve your customers. Thank you for doing business in Florida,
and congratulations on your new license!
RICK SCOTT, GOVERNOR
1.4, STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND
PROFESSIONAL;REGULATION
CGC1513180, A ISSUEQ09/01/2016
.� ,� :
CERTIFIED GEN0AL QIONTACfOR
ARIAS, FERNANDO.,�.
DRAAM CONSTRRUCTION:INC,
U'
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g.
IS CERTIFIED under the provisions of Ch.489 FS.
L1609010002843
Expiration date : AUG 31, 2018
DETACH HERE
KEN LAWSON, SECRETARY
STATE OF FLORIDADEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
LICENSE NUMBER
CGC1513180
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under• the provisions of. Chapter 489 FS.
Expiration date: -AUG 31, 2018
W{ G
ARIAS,-FERNANDO- -'
DRAAM CONSTRUCTION;ING-"> `
7530 SW 36TH ST
"MIAMI _
,rte _ _'
•
ISSUED: " -09/01/2016 DISPLAY'AS REOUIRED-BY-L-AW-
4N
—SEQ # L1609010002843
JEFF ATWATER
CHIEF FINANCIAL OFFICER STATE OF FLORIDA
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
x * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * *
CONSTRUCTION INDUSTRY EXEMPTION
This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law.
EFFECTIVE DATE: 4/4/2015 EXPIRATION DATE: 4/3/2017
PERSON: ARIAS FERNANDO
FEIN: 200978522
BUSINESS NAME AND ADDRESS:
DRAAM CONSTRUCTION INC
7530 SW 36 ST
MIAMI FL 33155
SCOPES OF BUSINESS OR TRADE:
LICENSED GENERAL
CONTRACTOR
Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section
may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within
the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and
certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the Issuance of the certificate, the person
named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08.13 QUESTIONS? (850)413-1609
Notice to Owner
'
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Workers' Compensation Insurance Exemption
11MINIMML 1111111111L.,
Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05
allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to
obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure:
An employer in the construction industry who employs one or more part-time or full-time
employees, including the owner, must obtain workers' compensation coverage. Corporate officers
or members of a limited liability company (LLC) in the construction industry may elect to be
exempt if:
1. The officer owns at least 10 percent of the stock of the corporation, or in the case of
an LLC, a statement attesting to the minimum 10 percent ownership;
2. The officer is listed as an officer of the corporation in the records of the Florida
Department of State, Division of Corporations; and
3. The corporation is registered and listed as active with the Florida Department of
State, Division of Corporations.
No more than three corporate officers per corporation or limited liability company members are
allowed to be exempt. Construction exemptions are valid for a period of two years or until a
voluntary revocation is filed or the exemption is revoked by the Division.
Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use
day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will
be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of
workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors.
BY SIGNING BELO. YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
Signature:
State of Florida
County of Miami- l ade
The foregoing was acknowledge before me this
By PCtb1O A NO -
Owner
day of
,2 i(0
��
'' ((��whois�((isp��ers((onally known to me or has produced
93O �i% ► -82-30g 5-335 "'
SEAL:
DRAAM CONSTRUCTION INC.
7530 SW 36th ST.
Miami, FL. 33155
DATE: 12/13/2016
STATE OF FLORIDA
Before me this day personally appeared FERNANDO ARIAS Who, being duly
sworn, deposes and say:
That HE will be the only person working on this property located at:
77 NE 95th ST.
Sworn to (or affirmed) and subseribed before me this 13 day of December
of 2016.
Personally Know
OR Produced Identification -Pc ZO- O 510
3(D -O Fieridg
Type of Identification Produced d e r.S
Print, type or stamp Name of notary
MAMARAI K GONZALEZ
�V,r. = MY COMMISSION # GG 044602
'niii-ke
%%'g-•0;3 EXPIRES: November 2, 2020
°p'' Bonded Thru Notary Public Underwriters
I CERTIFICATE OF LIABILITY
INSURANCE
DATE(MMIDDIYYYY)
11/142016
ADDL
INSR
THIS 'CER11PICATE 1S 1SSUE13 AS A IUAITER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
11ERTIFICATEDGESNOTATIRMATAVELY OR +IEGATWELY AMEND, EXTEND ORALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATEOF1NSURANCE DOESNOVCONSTITUTE A CONTRACT BETINEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,.AND THE 'CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsement(s).
PRODUCER
Floridian Choice Insurance Group II
11401 SW 40 St Ste 307
Miami, FL 33165.
Phone (305) 857.9880 Fait (305) 857-9836
CONTACT LISSET BETANCOURT
NAME:
( Mexit- (3 R5) 857-91480. FA*
(NC Wok 857-9836
ADDRESS: LISSET@FLORIDIANCHOICE.COM
INSURER(S) RFFOORDINGCOVEftaeE
NA1C:/T
laak: UNITED SPECIALTY INSURANCE COMPANY
SII✓100381'8188-01P
INSURED
DRAAM CONSTRUCTION
7530 SW 36 SR
MIAMI FL 33155
INSURER B
EACH OCCURRENCE
INSURER C :
DAMAGE TO RENTED
PREMISES (Ea occurrence)
INSURER D :
CI
INSURER E
$ 5.000,00-
D
PERSONAL & ADV INJURY
GES
CERTIFICATE NUMBER:
REVISION NUMBER:
THIS'fS TO CERTIFY THAT THE POL'1C)ES OF t1+4SURRNCE `LiSTED°BELOW AVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERMOR CONDITION "OF.ANYCONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH'THIS
CERTIFICATE MAYBE ISSUED: OR:MAY,.PERTA(N„THE:INSURANCE i4FFORi3ED;BYTHE;POUCEES DESCRIBED'HEREINYS SUBJECT` TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
VCR
INSR
LTR
TYPE OF INSURANCE
ADDL
INSR
su =.'
WVD
POLICY NUMBER
POLICY EFF
(MWDDIYYYY)
POLICY EXP
(MMIDD/YYYY)
LIMITS
A
n COMMERCIAL GENERAL LIABILITY
111CLAIMS-MADE OCCUR
r NI
,. NN
SII✓100381'8188-01P
09/09/2016
,09/09/2017
EACH OCCURRENCE
$ 1,000,000.00
DAMAGE TO RENTED
PREMISES (Ea occurrence)
$ 1,000,000.00
CI
MED EXP (Any one person
$ 5.000,00-
D
PERSONAL & ADV INJURY
$ 1,000,000.00
GEM_ AGGREGATE LIMIT APPLIES P8
• POLIC( ■ ea • LOG
GENERAL AGGREGATE
$. 2,000,000.00,
PRODUCTS-COMRIOR'AGGr
$ 2,000000.00,.
Q OTHER
$
AUTOMOBILE LIABILITYa
Q ANY AUTO
■ AOS NED ■ ACUTHOES ULED
axi entS LELMMT
$
BODILY INJURY (Per person)
$
BODILY INJURY (Per accident)
$
Q HIRED AUTOS Q NNON-OWNED
UT
a '0
PROPERTYAAMAGE %
Peer �eerrftUU
$
$
'Q UTABRE LL.AAUAB 0 oecuR 1
• EXCESS LIAR . ■ came-witsAGGREGATE
,(
{
ERICH OCCURRENCE
1
$
9 DED D RETENTION $
$
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY Y 1 N
ANY PROPRIETOR/PARTNER/EXECUTIV
N / A
❑ PSTATUTE ❑ ER
E.L. EACH ACCIDENT
$
OFFICER/MEMBER EXCLUDED?
(Mandatory in NH)
If yes, describe under '
i DESCRIPTION OF OPERATIONS below
E.L. DISEASE - EA EMPLOYE
$
` E.L. DISEASE - POLICY LIMIT
' $
r
1
DESCRIPTION OF OPERATIONS/ LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, 11 more space is required)
GENERAL CONTRACTOR
CANCELLATION
MIAMI
MIAMI SHORES VILLAGE
1050NE2AVE
MIAMI SHORES FL 33138
(
ACORD 25(2Oi4I t) QF
SHOULD ANY OF THE ABOVE DESCRIBED - •
THE EXPIRATION DATE THEREOF, NOTICE
ACCORDANCE WITH T _ POLICY PROVISIO
AUTHORIZED REPRESENTA
IES BE CANCELLED BEFORE
BE DELIVERED IN
14 ACORD` a RPORATION... All rights reserved.
• D name and b Logo are registered marks of ACORD
007163
Local Business Tax Receipt
Miami -Dade County, State of Florida
-THIS IS NOT A BILL - DO NOT PAY
6008445
BUSINESS NAME/LOCATION
DRAAM CONSTRUCTION INC
7530 SW 36 ST
MIAMI FL 33155
OWNER
DRAAM CONSTRUCTION INC
C/0 ARIAS, FERNANDO
Worker(s) 1
RECEIPT NO.
RENEWAL
6269104
LBT
EXPIRES
SEPTEMBER 30, 2017
Must be displayed at place of business
Pursuant to County Code
Chapter 8A - Art. 9 & 10
SEC. TYPE OF BUSINESS
196 GENERAL BUILDING CONTRACTOR
CGC1513180
PAYMENT RECEIVED
BY TAX COLLECTOR
$75.00 07/26/2016
CREDITCARD-16-043732
This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not a license,
permit, or a certification of the holder's qualifications, to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT NO. above must be displayed on all commercial vehicles -Miami -Bade Code Sec 8a-276.
For more information, visit www.miamidade.aov/taxcollector
CLIENT:
PROJECT NAME:
IINMLIVT
TESTING & ENGINEERING SERVICES. INC.
SOIL LABORATORY TEST REPORT
RAUSA BUILDERS
RESIDENCE
PROJECT LOCATION: 1111 NE 91ST TERR, MIAMI SHORES, FL
TESTED BY:
SOIL DESCRIPTION:
SAMPLE LOCATION:
DATE TESTED:
DANIEL MORAO
FINE BEIGE SAND
ON SITE
9/6/2017
l2G Co. 3 25.0C
DATE: 09/07/17
JOB:
PROCTOR: 101138
• •
• • •
•• •
•
• •
•
••••
••••
••••
•
•
MOISTURE DENSITY RELATIONSHIP (PROCTOR) ASTM D -133T'
•
•• •
••
TEST SPECIFICATION
OPTIMUM MOISTURE
MAXIMUM DRY
DENSITY (pcf)
P-200
•
•
.
•
.'
ORGANIC %
• •
ASTM D-1557
12.0%
104.1
•
- •
• •'
•
•
•
•
•
'
DRY DENSITY - pd
105.0
104.0
103.0
102.0
101.0
100.0
99.0
98.0
97.0
40
MOISTURE/DENSITY CURVE
6 0 8 0 10.0
MOISTURE CONTENT %
12.0
14.0
16.0
•'
•
•
•
•
•
•
••
•
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• •
VI.(t,d\-%Z\r.
V.M.\\\\)
Professional Engineer No.63107
State of Florida
13370 SW 131 Street. Miami, Florida 33186 (305) 259-9779
nrErLm
TESTING & ENGINEERING SERVICES, INC.
FIELD DENSITY TEST REPORT
Client: Rausa Builders
7111 SW 42 Street
Miami, FL 33155
Date: September 07, 2017
Job: D-170913
Project Name:
Residence
Project Location:
1111 NE 91" Terrace, Miami Shores, FL
•
PROCTOR DATA
.•
Proctor
No.
Soil Description
Test Location
Lift
No.
• 1•x. Dry ' •'•
• • • •
I) nsky (pct)
Optilfltttn•
,Moistltro We)
101138
Fine Beige Sand
1
101138
?04.1 •..
•' 12A..
Required Compaction (%) 1 95%
1
Test Depth Penetration•( ehes)j.•_•.
8"••
• .•
FIELD DENSITY TEST RESULTS . •
•
•
•
•
•
Test
No.
Proc.
No.
Test Location
Lift
No.
- p
Dry
Density
- -
% •'
Moist.
1
'. %
Comp.
-
•
Result
1
101138
Center Area of Addition — Building Slab
Final
99.7
11.0
95.8
Pass
2
101138
North Area of Addition — Building Slab
Final
100.0
10.4
96.1
Pass
3
101138
Southeast Area of Addition — Building slab
Final
99.6
11.2
95.7
Pass
Comments:
VMB Veal \\`\\
Professional EnginedNo. 63107
State of Florida
13370 SW 131st Street, Suite 105, Miami, FL. 33186 (305) 259-9779
•. •
i "
••
•
•
TESTING & ENGINEERING SERVICES. INC.
• • • • • :::
•• • ••• •• • • • • • •
FIELD D S1TY. •TE•ST •HPORT
Client: Rausa Builders
7111 SW 42 Street
Miami, FL 33155
•
•
• • Date: September 07, 2017
•
• • •
••
• • • ••• ••
• • Job: D-170913
Project Name:
Residence
Project Location: 1 1111 NE 91 Terrace, Miami Shores, FL
PROCTOR DATA
Proctor
No.
Soil Description
Max. Dry
Density (pcf)
Optimum
Moisture (%)
101138
Fine Beige Sand
104.1
12.0
Required Compaction (%) 95% Test Depth Penetration (inches):
8"
FIELD DENSITY TEST RESULTS
Test
No.
Proc.
No.
Test Location
Lift
No.
Dry
Density
Moist.
Comp.
Result
1
101138
Center Area of Addition — Building Slab
Final
99.7
11.0
95.8
Pass
2
101138
North Area of Addition — Building Slab
Final
100.0
10.4
96.1
Pass
3
101138
Southeast Area of Addition — Building slab
Final
99.6
11.2
95.7
_
Pass
Comments:
ii 1J�CZj \L4u-aCoA
VMB Varlatcsan
Professional Engineer No. 63107
State of Florida
13370 SW 131' Street, Suite 105, Miami, FL. 33186 (305) 259-9779
• • •••
• ' •••00 0. . • •• •• •
mo: • 0: •:
•
• F.LCJ,,,,
Zig•.
TEST2NG Fs iN•
GINl+ER11IGERVI=ES:INC.
• ••• • ••• •
SOIL LABORATORY TgST.RLPART
•
• •
CLIENT: RAUSA BUILDERS
PROJECT NAME: RESIDENCE
PROJECT LOCATION: 1111 NE 91 TERRACE, MIAMI SHORES, FL
TESTED BY: DANIEL MORAO
SOIL DESCRIPTION: FINE BEIGE SAND
SAMPLE LOCATION: On -Site
DATE TESTED: 7/5/2017
. . •
• • ••• ••
DATE: 09/06/17
JOB:
PROCTOR 101138
MOISTURE DENSITY RELATIONSHIP (PROCTOR) ASTM D-1557
TEST SPECIFICATION
OPTIMUM MOISTURE
MAXIMUM DRY
DENSITY (pcf)
P"200
ORGANIC %
ASTM D-1557
12.0%
104.1
31.95
0.0
DRY DENSITY - pcf
104.5
104.0
103.5
103.0
102.5
102.0
101.5
101.0
100.5
100.0
40
MOISTURE/DENSITY CURVE
6 0 8 0 10.0 12.0 14.0
MOISTURE CONTENT %
16.0
18.0
20.0
\i U6 \) t-tAk
V.M.B.Venkaresan l) q i
Professional Engineer No.63107
State of Florida
13370 SW 131 Street. Miami, Florida 33186 (305) 259-9779
TEST'NG S CNGINEERI14SERVI Es, INC.
SOIL LABORATORY TEST REPORT
CLIENT: RAUSA BUILDERS
PROJECT NAME: RESIDENCE
PROJECT LOCATION: 1111 NE 91 TERRACE, MIAMI SHORES, FL
TESTED BY: DANIEL MORAO
SOIL DESCRIPTION: FINE BEIGE SAND
SAMPLE LOCATION: On -Site
DATE TESTED: 7/5/2017
PROCTOR 101138
MOISTURE DENSITY RELATIONSHIP (PROCTOR) ASTM D-1557
DRY DENSITY - pcf
104.5
104.0
103.5
103.0
102.5
102.0
101.5
101.0
100.5
100.0
40
MOISTURE/DENSITY RVE
6 0 8 0 10.0 12.0 14.0
MOISTURE CONTENT %
16.0
kA46 \11
V.M.B.Vedkatesair, 0
Professional Engineer No.63107
State of Florida
18.0
20.0
13370 SW 131 Street. Miami, Florida 33186 (305) 259-9779
q \)
MAXIMUM DRY
TEST SPECIFICATION
OPTIMUM MOISTURE
P-200
ORGANIC %
DENSITY (pcf)
[
ASTM D-1557
( 12.0% ,/
104.1
31.95
0.0
DRY DENSITY - pcf
104.5
104.0
103.5
103.0
102.5
102.0
101.5
101.0
100.5
100.0
40
MOISTURE/DENSITY RVE
6 0 8 0 10.0 12.0 14.0
MOISTURE CONTENT %
16.0
kA46 \11
V.M.B.Vedkatesair, 0
Professional Engineer No.63107
State of Florida
18.0
20.0
13370 SW 131 Street. Miami, Florida 33186 (305) 259-9779
q \)
TESTING & ENGINEERING SERVICES, INC.
FIELD DENSITY TEST REPORT
Client: Rausa Builders
7111 SW 42 Street
Miami, FL 33155
Date: September 07, 2017
Job: D-170913
Project Name:
Residence
Project Location:
1111 NE 91 Terrace, Miami Shores, FL
PROCTOR DATA
Proctor
No.
Soil Description —
Max. Dry
Density (pcf)
Optimum
Moisture C%)
12.0
101138
Fine Beige San d
104.1
Required Compaction (%) 95% Test Depth Penetration (inches):
8"
FIELD DENSITY TEST RESULTS
Test.
No.
Proc.
No.
Test Location
Lift
No.
Dry
Density
Moist.
Comp.
Result
1
101138
Center Area of Addition — Building Slab
Final
99.7
11.0
95.8
Pass
2
101138
North Area of Addition — Building Slab
Final
100.0
10.4
96.1
Pass
3
101138
Southeast Area of Addition — Building slab
Final
99.6
11.2
95.7
Pass
Comments:
VMB Vtinkatesan
Professional Engineer No. 63107
State of Florida
13370 SW 1315 Street, Suite 105, Miami, FL. 33186 (305) 259-9779
TESTING & ENGINEERING SERVICES. INC.
SOIL LABORATORY TEST REPORT
CLIENT: RAUSA BUILDERS
PROJECT NAME: RESIDENCE
PROJECT LOCATION: 1111 NE 91ST TERR, MIAMI SHORES, FL
TESTED BY: DANIEL MORAO
SOIL DESCRIPTION: FINE BEIGE SAND
SAMPLE LOCATION: ON SITE
DATE TESTED: 9/6/2017
DATE: 09/07/17
JOB:
PROCTOR: 101138
• •
• • •
•••
•
•
• •
••• ••
•
••••
• •
• •••
••••
MOISTURE DENSITY RELATIONSHIP (PROCTOR) ASTM D-155?••-
• •
•
• •
•• •
••
DRY DENSITY - pcf
105.0
104.0
103.0
102.0
101.0
100.0
99.0
98.0
97.0
40
MOISTURE/DENSITY CURVE
6 0 8 0 10.0
MOISTURE CONTENT %
12.0
14.0
16.0
••
.•
•
•
• •
• •
•••••
•.
• •
•
•
V.M.B.Venkateserr --
Professional Engineer No.63107 \''21\�\\
State of Florida
13370 SW 131 Street. Miami, Florida 33186 (305) 259-9779
MAXIMUM DRY
• •.
TEST SPECIFICATION
OPTIMUM MOISTURE
P-200.
ORGANIC %
DENSITY (pcf)
•
•
•
•
• •
•
ASTMD-1557
12.0%
104.1
- •••••••
�•� •
• •
DRY DENSITY - pcf
105.0
104.0
103.0
102.0
101.0
100.0
99.0
98.0
97.0
40
MOISTURE/DENSITY CURVE
6 0 8 0 10.0
MOISTURE CONTENT %
12.0
14.0
16.0
••
.•
•
•
• •
• •
•••••
•.
• •
•
•
V.M.B.Venkateserr --
Professional Engineer No.63107 \''21\�\\
State of Florida
13370 SW 131 Street. Miami, Florida 33186 (305) 259-9779
gitlivurn
TESTING Er ENGINEERING SERVICES, INC.
FIELD DENSITY TEST REPORT
Client: Rausa Builders
7111 SW 42 Street
Miami, FL 33155
Date: September 07, 2017
Job: D- 170913
Project Name: j Residence
Project Location: l 1111 NE 91st Terrace, Miami Shores, FL
PROCTOR DATA
• ..
•
.
Proctor
No.
Soil Description
Test Location
Lift
No.
1Wltrx:Ory '..•Qptimpjp„•
Deii'§irpcf)
1 •.1.44.4 •
1rloisturg (7_0).
••..• 12.0 •
101138 Fine Beige Sand
Required Compaction (%) 1 95%
I
Test Depth PenetrationftehFs): :•_
•_ 8" • •
FIELD DENSITY TEST RESULTS
WV
• • .
• •
• .•
•
•
•
•
Test
No.
Proc.
No.
Test Location
Lift
No.
Dry
Density
-•••°f
Moist.
•••%.
Comp.
`•••••
Result
1
101138
Center Area of Addition — Building Slab
Final
99.7
11.0
95.8
Pass
2
101138.
North Area of Addition — Building Slab
Final
100.0
10.4
96.1
Pass
3
101138
Southeast Area of Addition — Building slab
Final
99.6
11.2
95.7
Pass
_
Comments:
IjCSYMB o,\k
Professional Engine!rNo. 63107
State of Florida
13370 SW 1315 Street, Suite 105, Miami, FL. 33186 (305) 259-9779
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-289911 Permit Number: RC -12-16-3366
Inspection Date: October 04, 2017
Inspector: Kendall, Travis
Owner: NUTA, PABLO
Job Address: 77 NE 95 Street
Miami Shores, FL
Project: <NONE>
Contractor: DRAAM CONSTRUCTION INC
Permit Type: Residential Construction
Inspection Type: Survey Final
Work Classification: Addition/Alteration
Phone Number
Parcel Number 1132060130720
Phone: (305)219-6459
Building Department Comments
GARAGE ENCLOSURE AND REMODELING
LEGALIZATION
Infractio Passed Comments
INSPECTOR COMMENTS False
0 ��
Passed �,
Inspector Comments
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled
re -inspection fee is paid.
until
October 04, 2017
For Inspections please call: (305)762-4949
Page 1 of 1
. SKETCH OF BOUNDARY SURVEY
SCALE 1"=30'
GRAPHIC SCALE
0 30 60
15
45
1 inch = 30 ft
PROPERTY ADDRESS: 77 North East 95th. Street, Miami Shores, Fl. 33138.
BLOCK
CORNER 395.00'(R)
0
0.23'
15' ALLEY
9.4' ASPHALT PAVEMENT
PICTURE
0.23'
LOT 19
BLOCK 5
A/C ON
CONC. PAD
ELEV. 10.86'
0.43' F
0.47'
FND. Yz"
I.PIPE No. ID
CONC.),
89'48'27"'
CONC.
ERR#1C�
12.00' x z 0 17.80 o : ' CONC
11.30' 19.00'
ONE STORY C.B.S.
RESIDENCE
77 NE 95 ST
F.F.ELV. 12.30'
30.95'
80.06(8)
PLASTIC
SHED
90'11'33-
U
O
12.00'
PAVERS
47.52 7 -DRIVEWAY
9C11 3s r
T I , 1
80.00'(R&M)
0.
17.10'
1p,
FND. Yz"
• •
• . •
•• •
•••..•
• •
•.•...
•
••••
• •
• ••..
••••••
••••
(.PIPE No. ID • • • • . •
LOT 22
BLOCK 5
0.24'
4011'
••••••
•
•• ••
•.•...
• • •
• •
• •
• . •
•• •
END. ) "
I.PIPE No. ID
5' CONC. SIDEWALK
PAV€RS\8.2' PARKWAY/ PAVERS
ME
4000'
6'
1p3 �
3' VALLEY
48' ASPHALT PAVEMENT
80' TOTAL RIGHT-OF-WAY
40.00'
N.E. 95th STREET
THIS IS PAGE 1 OF 2, NOT VALID WITHOUT ALL PAGES.
FOLIO No. 11-3206-013-0720.
CERTIFY TO:
PABLO NUTA.
REBECCA P. SCHRAM.
•
•••.
• •
••••
•••.
.
• ••.
•.•.••
•
•
•.••..
• •
•.••S•
• •
00000
• •
•.•..
1••••.
• •
•
• •
•.•••• ••••.•
•
••. •
• •
••
• •
••.•.•
• •
.VTI.D
0 fi 0.4 2017
BY
SURVEYOR'S CERTIFICATE: 410
HEREBY CERTIFY THAT THE ATTACHED SKETCH OF "BOUNDARY SURVEY" AND THE SURVEY MAP IS
TRUE AND CORRECT AND WAS MADE UNDER MY DIRECT SUPERVISION AND THAT IT1MEETS THE
"STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS"
PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATI CODE AND IT31 PLE NTED LAW,
CHAPTER 472.027, OF THE FLORIDA STATUTES.
JOB No
17-110
DRAWN BY
A.M.
F.B. No
FILE
CHECKED BY
A.L.L.
DATE
06/28/2017
UP DATE
MAPCONS
al-. Group, Inc.
OFFICE
47 NW. 56th Ave.
Miami, FL. 33126
Ph. (786) 615-3103
Email:misurveying@ymail.com
www.mapconsgruopinc.com
ALBERTO LORENZO-LUACES
PLS No.3087, STATE OF FLORIDA
10700 SW. 66 TERRACE, MIAMI, FL. 33173
Email:misurveying@ymail.com - PH. 305-301-3895$
SUBDIVISION NAME: "A ENDED PLAT OF MIAMI SHORES SECTION 1."
_,OCATION MAP
' -SCALE N.T.S.
13 15 16 IT �18 11j I201El li=t L �ri
lc.I 15I SY3rI4 .. •r 1,0 6 , I50 N
'O
CO
180
h t0 en .
11
• 12
• 13
tq z
t"""I a 16
‘tr, 130 ),
03
4
H OR EL
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N.E.
so9 1 •.8 7 6 s{.:1
.. ., .� ., adrsr.iNbna�s3
a
'161161 Ib Ib IT 18 Iy 20121122 ad . . 60123:01
Sb4.
N N
7%.i C'
LEGEND:
P.L.S. PROFESSIONAL LAND SURVEYOR
P.R.M. PERMANENT REFERENCE MONUMENT
P.C.P. PERMANENT CONTROL POINT
S/F.N.&D. SET OR FOUND NAIL & DISC
S/F.I.P. SET OR FOUND 1/2" IRON PIPE
i CENTER LINE
(R) RECORDED
C.B.S. CONCRETE BLOCK & STUCCO
F.FL.EL. FINISH FLOOR ELEVATION
(M) MEASURED
A/C AIR CONDITIONING UNIT
CL. CLEAR
PL. PLANTER
CONC. • CONCRETE E.......:•
.�: t.E.S. WAL•. •.: •
•.M IJO SCIt •,•• '�
••CA1GH BASIN • •"'••
.•NMF�R METEI:•.. •• ••••••
.1.11! BOX ....' .••••.
••�}3 STEEL PALE..
.• .• AT 6004•:• ••••••
N.T.S.
PB.
PG. • 1:AOt
•
— — - 6'4.17100D FFOICE:•
• '..CTI:ITY WOOD POLE
—X 4' CHAIN LIiJtt.FF CE
0o EXISTING ELEVA1 N
•
•
•
• .
•..•.•
• •
LEGAL DESCRIPTION:
THE EAST 30 FEET OF LOT 21 AND ALL OF LOT 22 IN BLOCK 5 OF THE "AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1", ACCORDING TO THE
PLAT THEREOF, RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
SURVEYOR'S NOTES:
THE SHOWN LEGAL DESCRIPTION USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE ORIGINAL RECORD BOOK 30168, PAGE 0593,
OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
LAND AREA OF SUBJECT PROPERTY:11.440 SO. FT. (+/_).
THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:10000.
IF THIS DOCUMENT IS BEING READ IN PAPER FORMAT, IT IS NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. IF THE DOCUMENT
IS IN ELECTRONIC FORMAT, ACCORDING TO CHAPTER 5J-17.062 SECTION 3, IT IS NOT VALID UNLESS ELECTRONICALLY SIGNED. THE FINAL HARD
COPY OF THE DOCUMENT MUST HAVE THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE SURVEYOR.
THE ISSUE OF THIS SURVEY IS ONLY FOR THE EXCLUSIVE AND SPECIFIC USE OF THOSE PERSONS, PARTIES OR INSTITUTIONS IN THE CERTIFICATE.
THE LIABILITY OF THIS BOUNDARY SURVEY IS LIMITED TO THE COST OF THE SURVEY.
THE PROPERTY DESCRIBED ON THIS SURVEY, LIES WITHIN A FLOOD ZONE "X" AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). THE
FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No. 120652-0302L, WITH AN EFFECTIVE DATE OF SEPTEMBER 11, 2009.
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929, AS PER MIAMI-DADE COUNTY BENCHMARK NAME
N-568, WITH AN ELEVATION OF 9.65 FEET, LOCATED OVER NE 95 ST. AND N MIAMI AVE., WITH AN DESCRIPTION (PK NAIL AND BRASS WASHER IN
CONCRETE CURB, SOUTHWEST OF A HANDICAP RAMP).
UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATION AND/OR
UNDERGROUND IMPROVEMENTS OF ANY NATURE.
ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND IT WAS OBTAINED AT WWW.FEMA.COM.
NORTH ARROW DIRECTION IS BASED ON AN ASSUMED MERIDIAN.
ALL TIES SHOWN ARE FROM BUILDING CORNER TO PROPERTY LINE.
THE SURVEYOR DOES NOT DETERMINE FENCE AND/OR WALL OWNERSHIP.
OWNERSHIP SUBJECTS TO OPINION OF TITLE.
NOTICE:
THIS DRAWINNG IS THE PROPERTY OF ALBERTOLORENZO-LUACES.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO
SURVEY MAPS BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY.
THIS IS PAGE 2 OF 2, NOT VALID WITHOUT ALL PAGES.
.. N
.
50 56
1n
7
B 4
3
2i4
•
OO
rs
117 I8
2Z
23 24r
.• ..
4 4
0
50• 6
' IA
N.E.
so9 1 •.8 7 6 s{.:1
.. ., .� ., adrsr.iNbna�s3
a
'161161 Ib Ib IT 18 Iy 20121122 ad . . 60123:01
Sb4.
N N
7%.i C'
LEGEND:
P.L.S. PROFESSIONAL LAND SURVEYOR
P.R.M. PERMANENT REFERENCE MONUMENT
P.C.P. PERMANENT CONTROL POINT
S/F.N.&D. SET OR FOUND NAIL & DISC
S/F.I.P. SET OR FOUND 1/2" IRON PIPE
i CENTER LINE
(R) RECORDED
C.B.S. CONCRETE BLOCK & STUCCO
F.FL.EL. FINISH FLOOR ELEVATION
(M) MEASURED
A/C AIR CONDITIONING UNIT
CL. CLEAR
PL. PLANTER
CONC. • CONCRETE E.......:•
.�: t.E.S. WAL•. •.: •
•.M IJO SCIt •,•• '�
••CA1GH BASIN • •"'••
.•NMF�R METEI:•.. •• ••••••
.1.11! BOX ....' .••••.
••�}3 STEEL PALE..
.• .• AT 6004•:• ••••••
N.T.S.
PB.
PG. • 1:AOt
•
— — - 6'4.17100D FFOICE:•
• '..CTI:ITY WOOD POLE
—X 4' CHAIN LIiJtt.FF CE
0o EXISTING ELEVA1 N
•
•
•
• .
•..•.•
• •
LEGAL DESCRIPTION:
THE EAST 30 FEET OF LOT 21 AND ALL OF LOT 22 IN BLOCK 5 OF THE "AMENDED PLAT OF MIAMI SHORES, SECTION NO. 1", ACCORDING TO THE
PLAT THEREOF, RECORDED IN PLAT BOOK 10 AT PAGE 70 OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
SURVEYOR'S NOTES:
THE SHOWN LEGAL DESCRIPTION USED TO PERFORM THIS BOUNDARY SURVEY WAS PROVIDED BY THE ORIGINAL RECORD BOOK 30168, PAGE 0593,
OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
LAND AREA OF SUBJECT PROPERTY:11.440 SO. FT. (+/_).
THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:10000.
IF THIS DOCUMENT IS BEING READ IN PAPER FORMAT, IT IS NOT VALID UNLESS SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. IF THE DOCUMENT
IS IN ELECTRONIC FORMAT, ACCORDING TO CHAPTER 5J-17.062 SECTION 3, IT IS NOT VALID UNLESS ELECTRONICALLY SIGNED. THE FINAL HARD
COPY OF THE DOCUMENT MUST HAVE THE ORIGINAL SIGNATURE AND RAISED SEAL OF THE SURVEYOR.
THE ISSUE OF THIS SURVEY IS ONLY FOR THE EXCLUSIVE AND SPECIFIC USE OF THOSE PERSONS, PARTIES OR INSTITUTIONS IN THE CERTIFICATE.
THE LIABILITY OF THIS BOUNDARY SURVEY IS LIMITED TO THE COST OF THE SURVEY.
THE PROPERTY DESCRIBED ON THIS SURVEY, LIES WITHIN A FLOOD ZONE "X" AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA). THE
FLOOD INSURANCE RATE MAP IDENTIFIED AS COMMUNITY PANEL No. 120652-0302L, WITH AN EFFECTIVE DATE OF SEPTEMBER 11, 2009.
ELEVATIONS ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929, AS PER MIAMI-DADE COUNTY BENCHMARK NAME
N-568, WITH AN ELEVATION OF 9.65 FEET, LOCATED OVER NE 95 ST. AND N MIAMI AVE., WITH AN DESCRIPTION (PK NAIL AND BRASS WASHER IN
CONCRETE CURB, SOUTHWEST OF A HANDICAP RAMP).
UNDERGROUND ENCROACHMENTS, IF ANY, ARE NOT SHOWN. THIS FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING AND/OR FOUNDATION AND/OR
UNDERGROUND IMPROVEMENTS OF ANY NATURE.
ANY FEMA FLOOD ZONE INFORMATION PROVIDED ON THIS SURVEY IS FOR INFORMATIONAL PURPOSE ONLY AND IT WAS OBTAINED AT WWW.FEMA.COM.
NORTH ARROW DIRECTION IS BASED ON AN ASSUMED MERIDIAN.
ALL TIES SHOWN ARE FROM BUILDING CORNER TO PROPERTY LINE.
THE SURVEYOR DOES NOT DETERMINE FENCE AND/OR WALL OWNERSHIP.
OWNERSHIP SUBJECTS TO OPINION OF TITLE.
NOTICE:
THIS DRAWINNG IS THE PROPERTY OF ALBERTOLORENZO-LUACES.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO
SURVEY MAPS BY OTHER THAN THE SIGNING PARTY ARE PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE SIGNING PARTY.
THIS IS PAGE 2 OF 2, NOT VALID WITHOUT ALL PAGES.
INSPECTION RECORD
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138-0000
Phon4(305)795-2204 Fax: (305)756-8972
POST ON SITE
permit NO. RC -12-16-3366
-1;;;17
5,
Permit Type: Residential Construction
Issue Date: 3/15/2017
Work Classification: Addition/Alteration
Expires: 09/11/2017
INSPECTION REQUESTS: (305)762-4949 or Log on at https://bIdg.miamishoresvillage:com/cap
REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY.
Requests must be received by 3 pm for following day inspections.
Residential Construction
Parcel #:1 132060130720
Owner's Name: PABLO NUTA
Job Address: 77 NE 95 Street
Bond Number:
Miami Shores, FL
Owner's Phone:
Total Square Feet: 250
Total Job Valuation: $ 18,000.00
Contractor(s) Phone Primary Contractor
DRAMA CONSTRUCTION INC (305)219-6459 Yes
WORK IS ALLOWED:
MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM.
SATURDAY 8:OOAM - 6:OOPM.
NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS.
BUILDING AND ROOFING INSPECTIONS ARE DONE
MONDAY THROUGH FRIDAY.
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSEENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
REQUIRED TO ALLOW INSPECTION.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT.
.
•
INSPECTION
•
STRUCTURAL
DATE
INSPECTION RECORD
INSP
Foundation
Stemwall
Slab
Columns (1st Lift)
Columns (2nd. Lift)
tie Beam
Truss/Rafters (it(2-
Roof Sheathing
1'
Bucks
Windows/Doors
Interior Framing
Insulation
Ceiling Grid
Drywall
Firewall
11126h
Wire Lath
Pool Steel
Pool Deck
Final Pool
Final Fence
Screen Enclosure
Driveway
Driveway Base
Tin Cap
Roof in Progress
Mop in Progress
Final Roof
Shutters Attachment
Final Shutters
Rails and Guardrails
ADA compliance
FINAL
DOCUMENTS
Soil Bearing Cert
Soil Treatment Cert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
STRUCTURAL COMMENTS
INSPECTION
ZONING
DATE
INSP
Zoning Final
ZONING COMMENTS
INSPECTION
ELECTRICAL
DATE
INSP
Temporary Pole
30 Day Temporary
Pool Bonding
Pool Deck Bonding
Pool Wet Niche
Underground
Footer Ground
Slab
Wall Rough
Ceiling Rough
4P5ic---44-"ht•itil•
Rough
Telephone Rough
Telephone Final
TV Rough
TV Final
Cable Rough
Cable Final
Intercom Rough
Intercom Final
Alarm Rough
Alarm Final
Fire Alarm.Rough
Fire Alarm Final
Service Work With
1
FINAL
/?470Y>7
ELECTRICAL COMMENTS
INSPECTION
FIRE
DATE
INSP
Final Sprinkler
Final Alarm
FINAL
PLUMBING
INSPECTION
DATE
INSP
Rough
Water Service
2nd Rough
Top Out
Fire Sprinklers
Septic Tank
Sewer Hook-up
Roof Drains
Gas
LP Tank
Well
Lawn Sprinklers
Main Drain
Pool Piping
Backflow Preventor
Interceptor
Catch Basins
Condensate Drains
HRS Final
FINAL
PLUMBING
¥sl"Y
COMMENTS
MECHANICAL
INSPECTION
DATE
INSP
Undergrou • Pipe
Rough
ik)\ e\q
Ventilation R.\ • h
Hood Rough
Pressure Test
Final Hood
Final Ventilation
Final Pool Heater
Final Vacuum
RAFAEL E. DROZ-SEDA P.E.
9130 CRESCCENTE DR
M I RAMAR, FL33025
Lic. #39228 Tel (954) 431-8134
STRUCTURAL CALCULATION
PROJ ECT:
GARGAGE CONVERSION
77NE95ST
MIAMI SHORES, FLORIDA
•
••
•
..• 41. •
.. •
•
0041.•
• .
41.0. •
• ..
41. 00 00 ..
•
...
• • •
. IP:
• •
•
•
•
• • • • •
•• •
..• 41. 41. • •
• • •
-RUC DURAL REV,
.'ROVED
.1171111)
RAFAEL E. DROZ-SEDA P.E.
9130 CRESCCENTE DR
MIRAMAR, FL33025
Lic. #39228 Tel (954) 431-8134
STRUCTURAL CALCULATION
77 NE 95 ST.
Miami Shores, Florida
INDEX
-. Cover sheet
-.Index I I
-.Wind calculation 1-5
-.Wall calculation 6-11
-.Floor joist calculation 12-13
-.Connectors Acceptance 14-19
••
• • • •
•. • .•• •
•• • •
• •
•
• • •
•••• • • • •
• •
•••• •
• •
• • ••
• •
.• •• •. ••
• •
• •
•
••• •
• • • •
•• • • •
• ••
•
•• • •••• • •
• • •
11
MecaWind Pro v2.2.7.5 per ASCE 7-10
Date
Company Name :
Address
City
State
Vile Location:
Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com
11/2/2016
Draam construction, Inc.
7530 SW 36 St
Miami
Florida
E:\paloal.e.wnd
Input Parameters: Directional
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc =
Epsilon
Pitch of Roof
h: Mean Roof Ht
RHt: Ridge Ht
OH: Roof Overhang at Eave=
Bldg Length Along Ridge =
Project No. : 175
Designed By : Engineer Rafael Drozseda
Description : Close opening of garage door
Customer Name : Mr. Pablo Nuta
Proj Location : 77 NE 95 St
Procedure All Heights Building (Ch 27 Part 1)
175.00 mph
II Exposure Category =
N/A Flexible Structure
1.00 Kd Directional Factor
9.50 Zg
0.11 Bt
0.15 Bm
0.20 1
0.20 Zmin
1.991701 : 12 Slope of Roof(Theta)
11.00 ft Type of Roof
13.00 ft Eht: Eave Height
1.30 ft Overhead Type
60.00 ft Bldg Width Across Ridge=
C
= No
= 0.85
= 900.00 ft
= 1.00
0.65
500.00 ft
15.00 ft
9.42 Deg
= GABLED
= 9.00 ft
= OH w/ soffit
45.60 ft
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht
lzm: Cc*(33/Zm)^0.167
Lzm: 1*(Zm/33)^Epsilon
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2
= 0.85
= 15.00 ft
= 0.23• •
= 427.06et • •
= 0.92 •• •
= 0.88
•
••••
= 0.85 • •
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient =
Reduction Factor for Large Volume Buildings, Ri
Aog: Total Area of Openings in Bldg Envelope
Vi: Unpartitioned Internal Value
Ri: 0.5*((1+1/(1+(Vi/(22800*Aog))^0.5))(Egn. 6-16)
Notes: 1) +GCpi = +0.55 * Ri
Notes: 2) -GCpi = -0.55 * Ri
+/-0.55••••••
• • •
= .00 tt^2 •
= .00 t^3••
= 1.000 ••• •
Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1
Kh: 2.01*(Ht/Zg)^(2/Alpha)
Kht: Topographic Factor (Figure 6-4)
Qh: .00256*(V)^2*I*Kh*Kht*Kd
Cpww: Windward Wall Cp(Ref Fig 6-6)
Roof Area
Reduction Factor based on Roof Area
MWFRS-Wall Pressures for Wind Normal to 60 ft
All pressures shown are based upon STRENGTH
Wall
= 0.85
= 1.00
= 56.57 psf
= 0.80
= 2931.56 ft^2
= 0.80
Wall (Normal to Ridge)
Design, with a Load Factor
Cp Pressure
+GCpi (psf)
Leeward Wall -0.50 -55.16
Side Walls -0.70 -64.77
Wall
Elev Kz Kzt
ft
Pressure
-GCpi (psf)
7.07
-2.55
of 1
Cp qz Press Press Total
psf +GCpi -GCpi +/-GCpi
Windward 9.00 0.85 1.00 0.80 56.57
Roof - Dist from Windward Edge
7.35 69.58 62.51
Cp Pressure Pressure
• •
•
•• •
• • •
• ••
•
• •
•
• •
• • •
•• ••
•
• •
•
••••
• • •
•• •
•
•
•
•
•
• •
•••••
• •
•
•
•
•
•
•
•
a
+GCpi(psf)-GCpi(psf)
Roof: 0.0 ft to 4.5 ft
Roof: 4.5 ft to 9.0 ft
Roof: 9.0 ft to 18.0 ft
Roof: 18.0 ft to 48.2ft
Overhang Bottom Side (Windward only)
-0.90
- 0.90
- 0.50
-0.30
0.80
Normal to Ridge - Base Reactions - Walls+Roof +GCpi
Description
-74.39
-74.39
- 55.16
- 45.54
38.47
-12.16
-12.16
7.07
16.69
38.47
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Leeward Wall -55.16 540 .00 29.78 .00 134.0 .0 .0
Side Wall -64.77 410 -26.58 .00 .00 .0 119.6 .0
Side Wall -64.77 410 26.58 .00 .00 .0 -119.6 .0
Windward Wall 7.35 540 .00 3.97 .00 17.9 .0 .0
Roof (0 to h/2) -74.39 195 .00 -2.37 14.28 280.3 .0 .0
Roof (h/2 to h) -74.39 274 .00 -3.33 20.09 314.7 .0 .0
Roof (h to 2h) -55.16 547 .00 -4.94 29.78 260.1 .0 .0
Roof (>2h) -55.16 371 .00 -3.35 20.19 19.7 .0 .0
Roof (>2h) -45.54 1387 .00 10.34 62.30 -595.3 .0 .0
Roof (0 to h/2) -74.39 79 .00 -0.96 5.80 127.3 .0 .0
Roof (>2h) -45.54 79 .00 0.59 3.55 -77.9 .0 .0
OH Bot Windward 38.47 78 .00 .00 3.00 70.4 .0 .0
Side Wall -64.77 96 -6.24 .00 .00 .0 64.5 .0
Side Wall -64.77 96 6.24 .00 .00 .0 -64.5 .0
Total
.00 5103 .00 29.72 158.99 551.2 .0 .0
Normal to Ridge - Base Reactions - Walls Only +GCpi
Description Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -f4. •
a a a
Leeward Wall -55.16 540 .00 29.78 .00 134.0 ••••.1 ••0 • ••
Side Wall -64.77 410 -26.58 .00 .00 .0 • ••• •
Side Wall -64.77 410 26.58 .00 .00 .0
41•14•14111‘ •.0
Windward Wall 7.35 540 .00 3.97 .00 17.9 ""!et .0 • • •
Side Wall -64.77 96 -6.24 .00 .00 .0 • G4•5 •.0 • • •
Side Wall -64.77 96 6.24 .00 .00 .0 %lie' •. •••
• •
Total .00 2094 .00 33.76 .00 151.9 ••:•!Q •.•0 • :
•• •• •• ••
Normal to Ridge - Base Reactions - Walls+Roof -GCpi • ••
• • • •
• • • •
Description Press Area Fx Fy Fz Mx • My • Mz
psf ft^2 Kip Kip Kip K -ft •K -ft • K -ft
1 • •
Leeward Wall 7.07 540 .00 -3.82 .00 -17.2 .0 !0° •
Side Wall -2.55 410 -1.04 .00 .00 .0 4.7 .0
Side Wall -2.55 410 1.04 .00 .00 .0 -4.7 .0
Windward Wall 69.58 540 .00 37.57 .00 169.1 .0 .0
Roof (0 to h/2) -12.16 195 .00 -0.39 2.34 45.8 .0 .0
Roof (h/2 to h) -12.16 274 .00 -0.55 3.28 51.5 .0 .0
Roof (h to 2h) 7.07 547 .00 0.63 -3.82 -33.4 .0 .0
Roof (>2h) 7.07 371 .00 0.43 -2.59 -2.5 .0 .0
Roof (>2h) 16.69 1387 .00 -3.79 -22.83 218.2 .0 .0
Roof (0 to h/2) -12.16 79 .00 -0.16 0.95 20.8 .0 .0
Roof (>2h) 16.69 79 .00 -0.22 -1.30 28.6 .0 .0
OH Bot Windward 38.47 78 .00 .00 3.00 70.4 .0 .0
Side Wall -2.55 96 -0.25 .00 .00 .0 2.5 .0
Side Wall -2.55 96 0.25 .00 .00 .0 -2.5 .0
Total
.00 5103 .00 29.72 -20.97 551.2 .0 .0
Normal to Ridge - Base Reactions - Walls Only -GCpi
Description
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Leeward Wall 7.07 540 .00 -3.82 .00 -17.2 .0 .0
Side Wall -2.55 410 -1.04 .00 .00 .0 4.7 .0
Side Wall -2.55 410 1.04 .00 .00 .0 -4.7 .0
Windward Wall 69.58 540 .00 37.57 .00 169.1 .0 .0
Side Wall -2.55 96 -0.25 .00 .00 .0 2.5 .0
Side Wall -2.55 96 0.25 .00 .00 .0 -2.5 .0
Total .00 2094 .00 33.76 .00 151.9 .0 .0
Normal to Ridge - Base Reactions - Walls+Roof MIN
Description
Press Area* Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Windward Wall 16.00 540 .00 8.64 .00 38.9 .0 .0
Roof (0 to h/2) 8.00 32 .00 0.25 .00 2.4 .0 .0
Roof (h/2 to h) 8.00 45 .00 0.36 .00 3.6 .0 .0
Roof (h to 2h) 8.00 90 .00 0.72 .00 8.1 .0 .0
Roof (>2h) 8.00 6]. .00 0.49 .00 6.1 .0 .0
Roof (>2h) 8.00 227 .00 1.82 .00 20.2 .0 .0
Roof (0 to h/2) 8.00 13 .00 0.10 .00 0.9 .0 .0
Roof (>2h) 8.00 13 .00 0.10 .00 0.9 .0 .0
Total
.00 1020 .00 12.48 .00 81.1 .0 .0
Notes - Normal to Ridge
Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht
Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi)
Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press
Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi)
Note (5) Overhang bottom based upon windward wall Cp and GCpi = 0.
Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 9.4 Deg, h/1= 0.20
Note (7) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical
Note (8) MIN = Minimum pressures on Walls = 16 psf and Roof = 8 psf
Note (9) Area* = Area of the surface projected onto a vertical plane normal to wind.
MFRS -Wall Pressures for Wind Normal to 45.6 ft wall (Along Ridge)
All pressures shown are based upon STRENGTH Design, with a Load Factor of 1
Wall
Leeward Wall
Side Walls
Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
-0.44 -52.12 10.11
-0.70 -64.77 -2.55
• •
• • •
•• •
•
••••
• •
•
•
•• • •
• • • •
• ••
• • •
• • • •
Wall Elev Kz Kzt Cp qz Press Press Total ••••• •
ft of +GCpi -GCpi +/- • •
�P� CP�
P GCA••••• • •
-• • • • •
Windward 13.00 0.85 1.00 0.80 56.57 7.35 69.58 59'4.7 " •• •• •
Windward 9.00 0.85 1.00 0.80 56.57 7.35 69.58 59.x•1•' • ••
• • • •
Roof - Dist from Windward Edge Cp Pressure Pressure • , •
+GCpi(psf)-GCpi(psf) • •• • •
• •••• •
• • •
Roof: 0.0 ft to 5.5 ft -0.90 -74.39 -12.16 •• •
Roof: 5.5 ft to 11.0 ft -0.90 -74.39 -12.16
Roof: 11.0 ft to 22.0 ft -0.50 -55.16 7.07
Roof: 22.0 ft to 60.0 ft -0.30 -45.54 16.69
Along Ridge - Base Reactions - Walls+Roof +GCpi
Description
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Leeward Wall -52.12 410 21.39 .00 .00 .0 -96.3 .0
Side Wall -64.77 540 .00 34.98 .00 157.4 .0 .0
Side Wall -64.77 540 .00 -34.98 .00 -157.4 .0 .0
Windward Wall 7.35 410 3.02 .00 .00 .0 -13.6 .0
Roof (0 to h/2) -74.39 104 .00 -1.27 7.63 72.9 -211.8 -35.2
Roof (0 to h/2) -74.39 104 .00 1.27 7.63 -72.9 -211.8 35.2
Roof (0 to h/2) -74.39 6 .00 -0.07 0.44 9.5 -12.1 -2.0
Roof (0 to h/2) -74.39 6 .00 0.07 0.44 -9.5 -12.1 2.0
Roof (h/2 to h) -74.39 104 .00 -1.27 7.63 72.9 -177.5 -29.5
Roof (h/2 to h) -74.39 104 .00 1.27 7.63 -72.9 -177.5 29.5
Roof (h/2 to h) -74.39 6 .00 -0.07 0.44 9.5 -10.1 -1.7
Roof (h/2 to h) -74.39 6 .00 0.07 0.44 -9.5 -10.1 1.7
Roof (h to 2h) -55.16 208 .00 -1.88 11.32 108.2 -186.7 -31.0
Roof (h to 2h) -55.16 208 .00 1.88 11.32 -108.2 -186.7 31.0
Roof (h to 2h) -55.16 12 .00 -0.11 0.65 14.2 -10.6 -1.8
Roof (h to 2h) -55.16 12 .00 0.11 0.65 -14.2 -10.6 1.8
Roof (>2h) -45.54 971 .00 -7.24 43.61 416.7 392.5 65.1
Roof (>2h) -45.54 971 .00 7.24 43.61 -416.7 392.5 -65.1
Roof (>2h) -45.54 55 .00 -0.41 2.49 54.5 22.4 3.7
Roof (>2h) -45.54 55 .00 0.41 2.49 -54.5 22.4 -3.7
Leeward Wall -52.12 96 5.02 .00 .00 .0 -51.9 .0
Windward Wall 7.35 96 0.71 .00 .00 .0 -7.3 .0
Total .00 5025 30.14 .00 148.38 .0 -557.1 .0
Along Ridge - Base Reactions - Walls Only +GCpi
Description
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Leeward Wall -52.12 410 21.39 .00 .00 .0 -96.3 .0
Side Wall -64.77 540 .00 34.98 .00 157.4 .0 .0
Side Wall -64.77 540 .00 -34.98 .00 -157.4 .0 .0
Windward Wall 7.35 410 3.02 .00 .00 .0 -13.6 .0
Leeward Wall -52.12 96 5.02 .00 .00 .0 -51.9 .0
Windward Wall 7.35 96 0.71 .00 .00 .0 -7.3 .0
Total
.00 2094 30.14 .00 .00 .0 -169.1 .0
Along Ridge - Base Reactions - Walls+Roof -GCpi
Description
Press Area Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Leeward Wall
Side Wall
Side Wall
Windward Wall
Roof (0 to h/2)
Roof (0 to h/2)
Roof (0 to h/2)
Roof (0 to h/2)
Roof (h/2 to h)
Roof (h/2 to h)
Roof (h/2 to h)
Roof (h/2 to h)
Roof (h to 2h)
Roof (h to 2h)
Roof (h to 2h)
Roof (h to 2h)
Roof (>2h)
Roof (>2h)
Roof (>2h)
Roof (>2h)
Leeward Wall
Windward Wall
10.11 410 -4.15 .00 .00 .0 18.7 .0
-2.55 540 .00 1.37 .00 6.2 .0 .0
-2.55 540 .00 -1.37 .00 -6.2 .0 .0
69.58 410 28.56 .00 .00 .0 -128.5 .0
- 12.16 104 .00 -0.21 1.25 11.9 -34.6 -5.7
- 12.16 104 .00 0.21 1.25 -11.9 -34.6 5.7
-12.16 6 .00 -0.01 0.07 1.6 -2.0 -b•3 •i•
-12.16 6 .00 0.01 0.07 -1.6 + -2t0 e.3
-12.16 104 .00 -0.21 1.25 11.9 •* rt.Q4.8 • ••
- 12.16 104 .00 0.21 1.25 -11.9 -29.0 • 8' •• '
-12.16 6 .00 -0.01 0.07 1.6 •••�'� -0.3''
- 12.16 6 .00 0.01 0.07 -1.6 •'•-S!! 0.3°
7.07 208 .00 0.24 -1.45 -13.9 •rU409 6.0 •
7.07 208 .00 -0.24 -1.45 13.9 • 23./ -1/0""
7.07 12 .00 0.01 -0.08 -1.8 "1!4 O.2 • •
7.07 12 .00 -0.01 -0.08 1.8 "4"1/2 -02'
16.69 971 .00 2.65 -15.98 -152.7 r•1•4i•8 -23.91'•:
16.69 971 .00 -2.65 -15.98 152.7 ,,,4-1 4. 23.9 • ••
16.69 55 .00 0.15 -0.91 -20.0 • . -1.4♦ •
16.69 55 .00 -0.15 -0.91 20.0 • -8.2 t•�••i•
10.11 96 -0.97 .00 .00 .0 • 10.1 41.0 • •
69.58 96 6.71 .00 .00 .0 •‘0.1
•0,•• • •
Total
a-- • •
.00 5025 30.14 .00 -31.57 .0 -557.1 06 •
Along Ridge - Base Reactions - Walls Only -GCpi
Description
Press Area Fx Fy Fz Mx My Mz
psf £t^2 Kip Kip Kip K -ft K -ft K -ft
Leeward wall 10.11 410 -4.15 .00 .00 .0 18.7 .0
Side Wall -2.55 540 .00 1.37 .00 6.2 .0 .0
Side Wall -2.55 540 .00 -1.37 .00 -6.2 .0 .0
Windward Wall 69.58 410 28.56 .00 .00 .0 -128.5 .0
Leeward Wall 10.11 96 -0.97 .00 .00 .0 10.1 .0
Windward Wall 69.58 96 6.71 .00 .00 .0 -69.3 .0
Total
.00 2094 30.14 .00 .00 .0 -169.1 .0
Along Ridge - Base Reactions - Walls+Roof MIN
Description
Press Area* Fx Fy Fz Mx My Mz
psf ft^2 Kip Kip Kip K -ft K -ft K -ft
Windward Wall 16.00 410 6.57 .00 .00 .0 -29.5 .0
Windward Wall 16.00 96 1.54 .00 .00 .0 -15.9 .0
Total .00 507 8.11 .00 .00 .0 -45.5 .0
Notes - Along Ridge
Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/1= 0.15
Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical
Note (3) MIN = Minimum pressures on Walls = 16 psf and Roof = 8 psf
Note (4) Area* = Area of the surface projected onto a vertical plane normal to wind.
Total Base Reaction Summary
Description
Fx
Kip
FY
Kip
Fz Mx My Mz
Kip K -ft K -ft K -ft
Normal to Ridge Walls+Roof +GCpi .0 29.7 159.0 551.2 .0 .0
Normal to Ridge Walls Only +GCpi .0 33.8 .0 151.9 .0 .0
Normal to Ridge Walls+Roof -GCpi .0 29.7 -21.0 551.2 .0 .0
Normal to Ridge Walls Only -GCpi .0 33.8 .0 151.9 .0 .0
Normal to Ridge Walls+Roof MIN .0 12.5 .0 81.1 .0 .0
Along Ridge Walls+Roof +GCpi 30.1 .0 148.4 .0 -557.1 .0
Along Ridge Walls Only +GCpi 30.1 .0 .0 .0 -169.1 .0
Along Ridge Walls+Roof -GCpi 30.1 .0 -31.6 .0 -557.1 .0
Along Ridge Walls Only -GCpi 30.1 .0 .0 .0 -169.1 .0
Along Ridge Walls+Roof MIN 8.1 .0 .0 .0 -45.5 .0
Notes Applying to MWFRS Reactions:
Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof.
Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical
Note (3) MIN = Minimum pressures on Walls = 16 psf and Roof = 8 psf
Note (4) MIN area is the area of the surface onto a vertical plane normal to wind.
Note (5) Total Roof Area (incl OH Top) = 2931.56 sq. ft
Wind Pressure on Components and Cladding
All pressures shown are based upon STRENGTH Design, with a Load Factor. of 1
Width of Pressure Coefficient Zone "a" = = 4.40 ft
Description Width Span Area Zone Max Min Max P Min P•• •
ft ft ft^2 GCp GCp psf psf ••• •
Wall 8.00 1.00 8.0 5 0.90 -1.40 82.03 -110.3! •
Roof 1.00 7.00 16.3 3 0.46 -2.47 56.99 -170.9,
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Masonry Wall 7.0 - MASONRY WALL ANALYSIS AND DESIGN
Job ID .
Job Description :
Designed By :
DESIGN METHOD :
MASONRY MATERIAL :
MORTAR TYPE :
MORTAR MATERIAL :
BLOCK PLACEMENT :
MASONRY WALL DATA:
ACI 530-11: Ultimate Strength Design
Hollow Core Concrete Masonry Units
Type S
Portland Cement Lime Mortar
Running Bond
Wall Height
Nominal Wall Thickness
Depth to c.g. Steel, Wall
Parapet Height
Nominal Parapet Thickness
Depth to c.g. Steel, Parapet
Design Strip Width
= 8.00 ft.
• 8.00 in.
= 3.81 in.
= 0.00 ft.
• 0.00 in.
• 0.00 in.
- 12.00 in.
Main Wall Reinf. Layers = One Layer
Wall Grout Spacing = Partially Grouted
Support Type at Base = Pinned Support
Span Type = Supported Top and Bottom
WALL LOADS:
Wall Weight
Floor or Roof Load:
= 0.00 psf.
Dead =
Live =
Eccentricity =
Additional Vertical Load:
210.0 Lb
175.0 Lb
0.00 in.
Dead = 0.0 Lb
Live = 1,190.0 Lb
Eccentricity = 0.00 in.
Vertical Distance (y) = 8.00 ft.
Equivalent Fluid Pressure =
Vertical Distance (x) =
SEISMIC LOADS:
Site Class (A to F)
Seismic Use Group
Short Period Spectral Acceleration, Ss
One Second Spectral Acceleration, S1
(Computed) Design Category,
Parapet Component Importance Factor, Ip
Parapet Height/Roof Height Ratio z/h
Veneer Weight
Seismic Load on Main Wall
Seismic Load on Parapet Wall
11/2/2016 2:55 PM
0.00 pcf.
0.00 ft.
Class A
I
0.00 %
< 0.75 g
Category A
1
0
0.00 psf.
0.00 psf.
0.00 psf.
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1 of 6
WIND LOADS:
Load Magnitude
W or H (plf, lb)
Distance From
Base of Wall (ft)
Start End
1 W
-2
3
4
5
Notes:
165.00 0.00
8.00
i. "W" designates a uniform distributed wind load.
"H" designates a concentrated horizontal wind load.
2. Horizontal loads are positive to the right.
MASONRY DATA:
Masonry Unit Strength
Masonry Compressive Strength,
Allowable Flexural Stress,
Allowable Shear Stress,
Allowable Tension: No Grout,
Solid Grout,
Modulus of Elasticity,
Modular Ratio,
f'm
Fb
Fv
Ft
Ft
= 1900.00 psi.
= 1500.00
= N/A
= N/A
= N/A
= N/A
Em =
Es/Em = n =
Single Grouted Cell + Web Width
Nominal Length of Masonry Unit
Block Face Shell Thickness
Nominal Minus Actual Thickness
MATERIAL DATA:
psi.
psi.
psi.
psi.
psi.
1,350 ksi.
21.48
• 8.30 in.
= 16.00 in.
• 1.25 in.
• 0.38 in.
Steel Yield Strength,
Allowable Steel Stress,
Modulus of Elasticity,
REINFORCED WALL DATA:
Fy = 60.00 ksi.
Fs = 24.00 ksi.
Es = 29,000 ksi.
Minimum Steel Ratio, As/bt
11/2/2016 2:55 PM
= 0.0007
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GRAPHIC SUMMARY OF MASONRY WALL DATA
0.00 in.
D. L. 210.0
L. L. 175.
165.00
I
11/2/2016 2:55 PM
8.00
3.81
0.00 in.
D. L. 0.0 Lb
L. L. 1,190.0 Lb
Floor / Roof
B.00 ft.
8.00 ft.
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**************************************************
SUMMARY O F RESULTS
F O R MAIN WALL
**************************************************
DESIGN LOADS: (Based On Statics)
Design Moment,
Axial Load,
Load Combination
Design Shear,
Load Combination
ANALYSIS RESULTS:
Mu = 1,320.0 ft -lb / 12.00 in.
Pu = 1,617.0 Lb / 12.00 in.
= 1.2*DL+1*LL+1*WL
Vu = 660.0 Lb / 12.00 in.
= 0.9*DL+1*WL
Design Strip Width = 12.00 in.
Actual Wall Thickness, t = 7.63 in.
Effective Height, h' = 8.00 ft.
h'/t Ratio = 12.59
Seismic Force, (ASCE 7-10 12.11.1) Fp = 0.00 plf. / 12.00 in.
Minimum Area of Steel, Vertical Reinf. = 0.06405 in.^2 / 12.00 in.
Minimum Area of Steel, Horiz. Reinf. = Not Required
Ref. ACI 530-11 1.11
Flexure Reduction Factor,
Shear Reduction Factor,
A11. Service Load Deflection,
DESIGN RESULTS:
0 = 0.90
0 = 0.80
0.007*h' = 0.67 in.
1 P -Delta Results 1
1 Delta Delta I
Bar 1 Service Ultimate Mu I 0Mn 0Vn Bar Spa.
Size (in.) (in.) (ft -lb) (ft -lb) (lbs) (in. o.c.)
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#3 0.42 0.42 1,376.7 1,765.4 7,672.0
04 0.49 0.49 1,385.3 1,651.6 5,695.0
#5 0.61 0.61 1,401.2 1,506.7 4,316.6
#6 0.63 0.63 1,404.9 1,579.1 3,357.4
#7 0.49 0.49 1,385.7 1,951.4 3,357.4
#8 0.39 0.39 1,373.1 2,367.5 3,357.4
#9 0.33 0.33 1,364.7 2,794.6 3,357.4
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32.00 •••••• •
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72.00• •
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Max. vertical bar spacing is 72 inch per ACI 530-11 1.9.6 (commentary)
IBC 2012 places no limits on bar spacing so ACI limits are assumed
Per ACI 530-11 3.3.3.1, bar size is limited to #8
11/2/2016 2:55 PM
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DETAILED RESULTS FOR MAIN WALL:
LOAD COMBINATION :
REBAR DESIGN :
• FURNISHED AREA OF STEEL :
1.2*DL+1*LL+1*WL
63 @16 in. o.c.
.082 in^2 / 12.00 in.
No. Dist From Mu Pu
Bot (ft) (ft -lb) (lbs)
Vu
(lbs)
P -Delta Results
Delta
Service
(in.)
Delta
Ultimate Mu I
(in.) (ft -lb)
0 8.00
1 7.20
2 6.40
3 5.60
4 4.80
5 4.00
6 3.20
7 2.40
8 1.60
9 0.80
10 0.00
0.0
475.2
844.8
1,108.8
1,267.2
1,320.0
1,267.2
1,108.8
844.8
475.2
0.0
1,617.0
1,617.0
1,617.0
1,617.0
1,617.0
1,617.0
1,617.0
1,617.0
1,617.0
1,617.0
1,617.0
WALL AND MATERIAL PROPERTIES:
Effective Flange Width
Effective Grouted Core Width,
Depth to c. g. Steel
Modulus of Rupture,
Gross Moment of Inertia,
Section Modulus,
Cracking Moment,
-660.0
-528.0
- 396.0
- 264.0
- 132.0
0.0
132.0
264.0
396.0
528.0
660.0
bf =
b' =
d=
0.00 0.00
0.0
0.42 0.42 1,376.7
12.00 in. / 12.00 in.
6.23 in. / 12.00 in.
3.81 in.
fr = 63.00 psi.
Ig = 378.54 in.^4 / 12.00 in.
S = 2*Ig/t = 99.29 in.^3 / 12.00 in.
Mcr = fr * S = 521.3 ft -lb / 12.00 in.
ANALYSIS RESULTS AT MAXIMUM FORCES:
Allowable Axial Limit, Fa = 0.20*f'm =
Axial Stress, fa = Pu/Ag =
Minimum Area of Steel =
Maximum Area of Steel, (ACI 530-11 3.3.2)
Depth of Compression Block, a =
Cracked Moment of Inertia, Icr =
Nominal Moment Capacity, rMn
Nominal Shear, see ACI -530-11 3.3.4.1.2 =
300.00 psi.
17.67 psi.
0.064 in.^2 / 12.00 in.
= 0.304 in.^2 / 12.00 in.
0.456 in.
17.71 in.^4 / 12.00 in.
= 1,765.4 ft -lb / 12.00 in.
7,672.0 Lb / 12.00 in.
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11/2/2016 2:55 PM 5 of 6
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DETAILED RESULTS FOR MAIN WALL:
LOAD COMBINATION :
REBAR DESIGN :
FURNISHED AREA OF STEEL :
0.9*DL+1*WL
#3 @16 in. o.c.
.082 in^2 / 12.00 in.
No. Dist From Mu Pu
Bot (ft) (ft -lb) (lbs)
Vu
(lbs)
P -Delta Results
I Delta Delta
I Service Ultimate
(in.) (in.)
Mu I
(ft -lb)
0 8.00
1 7.20
2 6.40
3 5.60
4 4.80
5 4.00
6 3.20
7 2.40
8 1.60
9 0.80
10 0.00
0.0
475.2
844.8
1,108.8
1,267.2
1,320.0
1,267.2
1,108.8
844.8
475.2
0.0
189.0
189.0
189.0
189.0
189.0
189.0
189.0
189.0
189.0
189.0
189.0
WALL AND MATERIAL PROPERTIES:
Effective Flange Width
Effective Grouted Core Width,
Depth to c. g. Steel
Modulus of Rupture,
Gross Moment of Inertia,
Section Modulus,
Cracking Moment,
- 660.0
-528.0
-396.0
- 264.0
- 132.0
0.0
132.0
264.0
396.0
528.0
660.0
bf =
b' =
d=
fr =
Ig =
S = 2*Ig/t =
Mcr = fr * S =
ANALYSIS RESULTS AT MAXIMUM FORCES:
Allowable Axial Limit,
Axial Stress,
Fa = 0.20*f'm =
fa = Pu/Ag =
Minimum Area of Steel
Maximum Area of Steel, (ACI 530-11 3.3.2)
Depth of Compression Block, a =
Cracked Moment of Inertia, Icr =
Nominal Moment Capacity, mMn =
Nominal Shear, see ACI -530-11 3.3.4.1.2 =
0.00 0.00
0.0
0.41 0.41 1,326.4
12.00 in. / 12.00 in.
6.23 in. / 12.00 in.
3.81 in.
63.00 psi.
378.54 in.^4 / 12.00 in.
99.29 in.^3 / 12.00 in.
521.3 ft -lb / 12.00 in.
300.00 psi.
2.07 psi.
0.064 in.^2 / 12.00 i
= 0.285 in.^2 / 12.00
0.357 in.
17.25 in.^4 / 12.00 i
1,400.7 ft -lb / 12.00 i
7,672.0 Lb / 12.00 in.
n.
in.
n.
n.
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11/2/2016 2:55 PM 6 of 6
•
Project:
Location: JST1
Floor Joist,
Building Code(2012 NDS)]
-1.5lNx9. 5INx11.0FT @160.C.
#2 -Southern Pine - Dry Use
Section Adequate By: 35.5%
Controlling Factor: Moment
PEFLECTI(N Center
Live Load 0.11 IN L/1189
Dead Load 0.06 in
Total Load 0.17 IN L/793
Live Load Deflection Criteria: L/480 Total Load Deflection Criteria: L/360
draam construction inc
'530 sw 36 t
miami, FI 33155
11/2/2016 3:01:18 PM
page
of
REACTION
Live Load
Dead Load
Total Load
Bearing Length
9 �
293 Ib 293 Ib
147 Ib 147 Ib
440 Ib 440 Ib
0.52 in 0.52 in
SUPPORTI_OADS 6
Live Load 220 plf 220 plf
Dead Load 110 plf 110 plf
Total Load 330 plf 330 plf
MATERIAL PROPERTIES
#2 - Southern Pine
Bending Stress:
Shear Stress:
Modulus of Elasticity:
Comp. L to Grain:
Base Values Adjusted
Fb = 750 psi Fb' = 920 psi
Cd=1.00 CF=1.07 Cr -1.15
Fv = 175 psi Fv' = 175 psi
Cd=9.00
E = 1600 ksi E' = 1600 ksi
Fc -1= 565 psi Fc - L' = 565 psi
Controlling Moment: 1210 ft -lb
5.5 Ft from left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Controlling Shear: 440 Ib
At left support of span 2 (Center Span)
Created by combining all dead loads and live loads on span(s) 2
Comparisons with required sections:
Section Modulus:
Area (Shear):
Moment of Inertia (deflection):
Moment:
Shear:
Read Provided
15.78 in3 21.39 in3
3.77 in2 13.88 in2
44.91 in4 98.93 in4
1210 ft -Ib 1640 ft -lb
440 Ib 1619 Ib
LOADING DIAGRAM
i
11 ft
JOIST DATA Center
Span Length 11 ft
Unbraced Length -Top 0 ft
Unbraced Length -Bottom 0 ft
Floor sheathing applied to top of joists -top of joists fully braced.
Floor Duration Factor 1.00
JOIST LOADING
Uniform Floor Loading Center.
Live Load LL = 4g.15s4
Dead Load DL = �Q • QV.
Total Load TL =
TL Adj. For Joist Spacing wT = 80._ pI
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NOTES
a Project:
' Location: 3sT1
-
- Floor Joist,
Building Code(2012 NDS)]
- 1.5 IN x 9.25 IN x 11.0 FT @160.C.
-#2 . Southern Pine - Dry Use
Section Adequate By: 35.5%
Controlling Factor: Moment
draam construction inc
7530 sw 36 t
miami, FI 33155
11/2/2016 3:01:19 PM
page
of
500■ 440Ibs@oft
250.
Shear (lbs)
0.
.250.
.500.
2000
1000.
Moment (ft•Ib)
0.
•1000..
.20001
-0.2.
•0.1.
Deflection (in)
0.
0.1.
0.2.
1210 ft -lbs 8 ft
0.186inc 5.6 ft
A
•440 lbs @11 ft
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•..•..__•� •
• •. :iii
•
-11 ft
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DEPARTMENT Or REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD ANI) CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE ( TOA)
Nu-Vue Industries, Inc.
1055 E. 29 Street
Hialeah, Florida 33013
MIAMI-JMDE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
l uni, Florida 33175-2474
1' (786) 315-2590 F (786) 315-2599
3v ttattidAd4'.QOY1cConotny
SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of
construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade
County MR -Product Control Section to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after they expiration date stated glow. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series NV, .9 NVTP/11,. NVS(3 and NVHC Steel Wood Connectors .
APPROVAL DOCUMENT: Drawing No. NU -3, titled "NVJH Joist Supports; NYTT' & NVTPH Plate
Anchors, NV SO 236 Joist Hanger, NVHC 43 & NVHC 43/2 Hurricane Coop', ,sheets l' throe .3. cf 3, dated • •
04/15/2015, prepared by Nei-Vue Industries, Inc., signed and sealed by Vipin N.''�t;P.E., begin the •
Miami -Dade County Product Control renewal stamp with the Notice of Acceptan���tl umber end expiratic
date by the Miami -Dade County Product Control Section. ....
MISSILE IMPACT RATING: None
. .
. . .• . .
LABELING: Each unit shall bear a permanent label with the manufacturer's Ilene chrJogo, city, state,
model/series, and following statement: "Miami -Dade County Product Control gpprov®d", unless otherwise •• •
noted herein.
•
. . .
RENEWAL of this NOA shall be considered after a renewal application has been file% and tl: •te leas been
no change in the applicable building code negatively affecting the performance ofthis product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NO.A as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section ofthis NO.A shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, them
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shalt be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA #E 12-0130.34 and consists of this page 1 and evidence pages E-1 and l-2, as well as
approval document mentioned above.
The submitted documentation was reviewed 'by Carlos M. Utrera, P.E.
t t•DAD COUNW)
APPROVED ' - .
NOA No. 15-0507.02
Expiration irate: July 30, 2020
Approval .Date: July 30; 201.5
Page 1
.
Nu-Vue Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. NU -3, titled "NVJH Joist Supports, NVTP & NVTPH Plate Anchors,
NVSO 236 Joist Hanger, NV HC 43 & NVHC 43/2 Hurricane Clip", sheets 1 through
3 of 3, dated 04/15/2015, prepared by Nu-Vue Industries, Inc., signed and sealed by
Vipin N. Tolat, P.E.
B. TESTS "Submitted under NOA. # 03-0730.03"
Test reports on wood connectors per ASTM D1761 by Product Testing, Inc., signed
and sealed by C. R. Caudel, P.E.
Report No. Wood Connector
1. PT # 03-4303
2. PT # 03-4343
3. PT # 03-4344
4. PT # 03-4345
5. PT # 03-4349
6. PT # 03-4357
7. PT # 03-4358
8. PT # 03-4385
9. PT it 03-4386
10. PT # 03-4387
NVTP4
NVTP4I
NVTP4
NVTP4H
NVS0236
NVS0236.
NVJH24
NVJH26
NVS 0236
NVJH28
Direction
Upward
Upward
Upward
Upward
Up & Down
Up & Dow.ri: . •
Up & Dowrr• •
Up &
Up&Dorm••••
U & Dowrf • • •
C. CALCULATIONS "Submitted wider NOA # 05-0516.01"
1. Report of Design Capacities, dated 07/13/2005, sheets
signed and sealed by Vipin N. Tolat, P.E.
. .
....
. . .
. .
Date
04/21/03
05/05/03
05/01/03
05/02/03
45H1.9I0.
05/20/03
0543.0.10.
05/30/03
05/ Q5.
05/30/03
• . •
.. ..
.
•
.•
.
.
. •
•
•
•
1 thCoug111.5 of S, prepared, •
. . •
•. •
"Submitted under NOA # 03-0730.03"
2. Report of Design Capacities, dated 07,22/2003, sheets 1 through 13 o '1 , prepared,
signed and, sealed. by Vipin N. Tolat,
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0507.02
Expiration Date: July 30, 2020
Approval Date: Jely 30, 2015
E-1
J Nu-Vue Industries, Inc.
NOTICE OF .ACCEPTANCE: EVIDENCE SUBMITTED
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RLR)
E. MATERIAL CERTIFICATIQNS
1. None.
F. STATEMENT
1. Statement letter of code conformance to 2010 and 5` ` (2014) edition of the FBC,
issued by Vipin N. Tolat, P.E., dated 04/29/2015, signed and sealed by Vipin N. Tolat,
P.E.
"Submitted wilder NOA # 084828.02'
2"
2. Statement letter of code conformance, no financial interest and no change of product,
dated 08/21/2008, issued, signed and sealed by Vipin N. Tolat, P.E. .
•
•.. • .
.. . .. • •
..
• ..
...• • • • •
.... •
. •
. . • . •
....•• ••
• ..
• . •
• ..
.. . ....
• ..
. •
•
.
Curios M. Utrera, P.E.
Product Control Examiner
NOA No. 15-0507.02
Expiration Date: July 30, 2020
Approval Date: July 30, 2015
E -2
• • ••• • • • •••
•. •• • • • •• •• •
• . • •• •• •• • • • •
•
• •• •.• • • •
• . • • • •
•
• • .. • • • . . 000
TABLE 1
JOIST SUPPORTS
• • • ••
.• • • •• • •• •
•• • • • • • • 00
• • • • • ••
• •• • • • •• •• ••
••• ••• ¶ e.Serdf Wotet"• •
18 G NVJH
JOIST SUPPORTS
Single
9
Header
Fasteners
Allowohle
crawl cams
r
Loath
loos
+la .seer
44
(1 r-
ung Lood4 Tart`
�_��
s:<5iNiidgai:"
product
Code
U ruenp:on
fit)
Joist
'7e
Ooutite
Header
W
H
BS
Double
Heade,
SOgle
Header
Joists
H wer
NVJH24
t
3%3
2x4
2x6
2-2.6
2.6
b-tOd
s-ooa , Or
1_1ae . ll:'
744
NVJH26
1%
5
3
2X8
203
2 -?x6
2-2.8
2x8
2.8
10_10)
m-104. OF
6-101, 1k_
1240
1240
821
NVJH28
1%
6%
3
2*$
2410
2X12
2-2e8
2-2X10
2-2,112
2.8
200
202
14-7Od
a-10,1.,8',-01,18"
1736
1736
1079
f. •
r
3a Double Htoder
NVJH 26 os shown
NVJH 24 *c 28
sfm8or but with
dttlerant has:.
•
1. Steel Shall conform to ASTM A653, SS grode 33, min. yield 33 ksi,
rosin, •ten iie.lstrc•tgth 45 ksi and min. galvanized tooting of G 60 per
• • •• • •
•>.•Aliol+tbitesitOads and fasteners are based on NOS 2005/2012..
3. Design loads ore for S. fine, specific grovity 0.55. Design loads
for other specks shall be adjusted per NDS 2005/2012.
4. Allowable uplift loads have been adjusted for lood duration factor
CD of 1.6. Allowable gravity loads hove been adjusted for CD values
of 1,0, per table 2.3.2 of NOS 2005/2012. Design loads do not
include 33% increase for steel and concrete,
5, Concrete in fie bimms shall be min. of 2500 psi. Concrete
Masonry, Grout and mortar in concrete masonry shod be min. of
1500 psi. Concrete masonry riholl comply with ASTM 000.
6. Combined load of Uplift, LI and L2 shall satisfy the following
equation.
Acts of Uplift
Allowable Uplift:
ACtual I1 Actual
Allowable t:1 + %#ifowohle L2 -1.0
i. Allow,•iinbte Toads ore based on 1)c' thick wood rnemberss unit:5s
otherwirte noted.
f3. Ali designs Conform to FRC 2010 and 2014.
VU;.'IN N. TOLKT. PE (CIVIL)
FL REG, * I.t847
25183 LAMER CREEL( LANG
HOUSTON. TX 77068
iateln(r;,•r taaraewW
iosept4104xltbdie 114:4a
fiet:441rits CA*5 go- CI
nos
Nertuet Ct•4Tra
1 V u — Y Lae Industrie& les.
1063-1089 Fast 2"d Street
Mated:, Morins m O4S
PRontz (605) 694.0.1137
PAX 0105) 694-83A2
NM/01ST SUPPORTS
DWG k:
Nil -3
Pits
1of3
Date:
1,04116, 2018
•
• • 41041 ••
• • • •
110 • • • • • • • • • •
•• • •• •• •• • • • •
•
• •• ••• • • •
•
• • • • •• •• •
•
• • ••• • • • • •••
r
•
TABLE 2
TOP PLATE ANCHORS
NVTP & NVTPH
Size
Product
Code
Gouge
Dimensions (in)
A
f3
2x4/4x4
NVTP4
20
3i"
8"
2x6/4445
NV1P6
20
5i"
8"
2x8/4x8
NVW8
20
7i"
g"
2x4/4 -x4
NYTP4H
18
3i"
8"
2x6/448
NV1P6H
18
5i"
8"
2x8/4x8
14VTP8H
18
1"
8"
Notes:
? Sae General Notes, Sher;; 1.
2. One half of oil specified Fasteners sh011 t)e use an aoah side of the stud
to achieve tabulates values.
•• •• ••; •. TABLE 3
•• • •• •• • • •
••
•• • • : • s : :NISU 236, 16 GAUGE, HEAVY DUTY
••• ••• o•• • ••• • FACE MOUNT JOIST HANGER
•
•• • • • ••
• •
•
• • • • • • •
• *OS t
•Size •
e_
Total number of Fasteners
Product
10:1 x le
code
Max, Uplift Dapaoity 133% (ib$)
GRAVITY 100%
6
8
10
12
NVTP 4,6,9
828
1087
1348
1005
NYIP 4H,81-,91-1
938
1207
14711
1745
Notes:
? Sae General Notes, Sher;; 1.
2. One half of oil specified Fasteners sh011 t)e use an aoah side of the stud
to achieve tabulates values.
•• •• ••; •. TABLE 3
•• • •• •• • • •
••
•• • • : • s : :NISU 236, 16 GAUGE, HEAVY DUTY
••• ••• o•• • ••• • FACE MOUNT JOIST HANGER
•
•• • • • ••
• •
•
• • • • • • •
• *OS t
•Size •
e_
tI4+eader
• size
•
Fasteners
Allowable Loads (Lbs.)
Header
Joist
GRAVITY 100%
Uplift 180%
•
••• ••2_2x8
2x6-8
•
2-2x10
2-2x12
14-lbd
e -lad
17511
1108
14-10d
11 -led
1875
1279
4. zr3r
Lesnera
5-16d
800
1217
Notes:
1. See General Notes, Sheet 1.
h'•
DOLT HOLES 1/2" DIA.
NAIL HOLE 3/1t" DIA.
header
2-2X Minimum
VIPIN N. TOUT, PE (cm')
PL. PEG. 01E847
15123 LANTER CREEK LANE
}Ft1•IISION, TX 77068
V.
Mtn.
PRCMTIUCr liENEWFD
amapto*.e1th dk Flucit.
liukl&ve C 1
Aasyeenoe
DV
Mier.
Joist
1-2X Minimum
N6.a- Y le Inchimtttcs, Ina.
1033-2059 Fal: 29 Stvoi
lWdenh. Ffet44* mit
CSO )
04-O59?
FAR: (805) 544-0998
NVTP! NV'XP&i li.k'xL ANCHORS. tdV90 236 Jan HANG111t
TABLE 4
• • ••• • • • •••
•• ••• , • •• •• •
• • • • • • •• • • •
• • • •••• •• • ••
• • •• •• • •• •• ••
• • •.• • •• •• •
• •••
•• • ••• ••
•• •• • •• • •• •
• • • • •• •• •• • •
• • • •
•
18 Gauge NVHC 43 & NVHC 43/2 HURRICAidt• Ct_(fl. •'•• "•• •••
PRODUCT
CODE
DESCRIPTION
FASTENERS
DESIGN LOADS (LBS)
HEADER
JOIST
UPLIFT
U
•.2
•
NVHC 43
HurrIcons Clip - wide
9-104
9-10d
687•
407
07108
NVHC 43/2
Hurricane Clip - W+dox2
10-10d
10-10d
917
547
432
Notes:
1. Ste General Notes, Sheet 1.
NVHC 43/2
* For Uplift, usce two clips, one on each
side to comply with section 2321.7 of
the WC
• • •• ••• ••
• • •
• • • •• • •
•
• • • • ••• ••
1-2x(iy°tsiee)
UPLIFT ,i' u.. 2 Clips
o: otl each aide
SC43
[_7
VFYFN N. MAT, FE (CFVFL)
FL. REG. 418847
1$lE3 LANIER CREEK LANE
HOUSTON, T7I 77068
7
eetootic rfi
�.i •.€;
Nu—Vitae Inde ehiae, Lac,
f11C3-1069 ktst tg Stet
Ick� �3gq3�0,I.�3
W �i7TW 634-0! 7
PAX: (314)1&-0399
NVHC 43 & NVHC 1882 HURRICANE CER.
DWG4
NU -3
Sheet:
3of3
Date:
6or1116. 1016
r •
NOTE: ALL SHEETS MUST BE REVIEWED
MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES
Herbert S. Saffir Permitting and Inspection Center
11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000
APPLICATION FOR MUNICIPAL PERMIT APPLICANTS
THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE
AND/OR ENVIRONMENTAL SERVICES
PROVIDE MUNICIPAL PROCESS NUMBER HERE
1 LOCATION OF
IMPROVEMENTS
7
Job Address 7 /4. 9 S 5�
CONTRACTOR
INFORMATION
Contractor No. �--C_ k S \',\ 00
Last four (4) digits of Qualifier No. k 6( 3�
Folio
Contractor Name ›2 4d Col.jsktvc .d,
Lot Block
Qualifier Name Q4 - enc .-9-%.4.>:%
Subdivision PBpg
Address 75"3 c) So..-) S
Metes and bounds
3-3 k
City OAC. k ck-Un.' StatDemolish
TYPE OF
IMPROVEMENTS
[ ]New Construction on
Vacant Land
[ ] Alteration Interior
[3c] Alteration Exterior
[ ] Relocation of Structure
[ ] Enclosure
[ ]Repair
[ ] Repair Due to Fire
Shell Only
[ ] Addition Attached
[ ] Addition Detached
[ ] Re -Roof
[ ] Foundation Only
[ ]Tent
`eFLZip
Current use of property S‘. \ Q ca- .
��owi-2
Description of Work 2&r4_2 .4 ' .)
\ p `�¢i
��`
Sq. Ft. ZED Units Floors
Value of Work 100 0
PERMIT TYPE
[24 MBLD* OZ
REVIEW STATUS
[ ] Chg. Contractor
[ ] Re -Issue
[ ] Re -Stamp
[ ] Revision
[ ] Not Applicable for
Fire
OWNER'S NAME
Owner ���\ 0 1..s (AIL_
Address `77 i -i ., g g 5--
[ ] MELE
CityDktowm SLAW) Stated Zip 33 OS
[ ] MPLU
Phone
[ ] MLPG
Last four (4) digits of
Owner's Social Security No.
[ ] MMEC
[ ] FIRE
�- PERSON TO
PICK UP PLANS
Name 46 y 4 v 9U kcN.G-S
ARCHITECT /
ENGINEER
Owner
Address 'i C 3o SL) 3C., 5
Address
City k vG \ State Fs . Zip 331 SC-
City State Zip
Phone (7Q) G-) 1' C-- 4-4-
Phone
FIRE SPECIAL
REQUEST PLAN
REVIEW (SRI)
I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of
one-hour. Please contact the Fire Department for current rate.
1st Request: Date:
2nd Request: Date:
3`d Request: Date:
PERA OPTIONAL PLAN
REVIEW (OPR)
I am requesting Optional Plan Review (OPR) to be scheduled as soon as possible at the rate of $75 for each discipline.
Additional review fees may apply.
1St Request: Date:
2nd Request: Date:
3'd Request: Date:
t23_01-192 4/16
BUILDING PERMIT CATEGORIES
CATEGORY DESCRIPTION PERMIT TYPE
BUILDING
01 GENERAL BUILDING -COMMERCIAL MBLD
02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD
08 CANVAS AWNING MBLD
10 • COMMUNICATION TOWER MBLD
15 ' • DEMOLITION MBLD
29 METAL AWNING & STORM SHUTTER MBLD
48 SCREEN ENCLOSURES MBLD
51 MURAL SIGNS (NON -ELECTRICAL) MBLD
55 SWIMMING POOL MBLD
56 TENNIS COURTS (SURFACE PAVING) MBLD
86 TRAILER TIE DOWN MBLD
88 WALK-IN COOLER MBLD
91 MARINAS MBLD
92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH
MODIFIED, SINGLE PLY) MBLD
95 SHINGLES (ASPHALT, FIBERGLASS) MBLD
96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD
97 STAGE.2 VAPOR RECOVERY SYSTEM MBLD
99 SOILIMPROVEMENT MBLD
0100 BULK STORAGE PROPANE TANK MBLD
0101 REMOVABLE STORM PANELS MBLD
0107 TILE ROOF MBLD
0110 WATER MAIN MBLD
0111 SITE PLAN MBLD
0112 INDOOR EVENT/EXHIBIT MBLD
ELECTRICAL
04 FIRE ALARM SPECIALTY MELE
16 SPECIALTY WIRING MELE
38 GENERATORS MELE
PLUMBING
0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY
IS USED WHEN NO BUILDING PERMIT EXIST) MPLU
0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR
INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU
LPGX
01 LIQUEFIED PETROLEUM GAS MLPG
02 MISCELLANEOUS MLPG
04 LIQUEFIED PETROL. GAS/STATE MLPG
MECHANICAL
09 ABOVE/BELOW GROUND TANKS/PUMPS
& POLLUTANT STORAGE SYSTEM MMEC
38 COMMERCIAL HOODS MMEC
43 FIRE CHEMICAL MMEC
46 SPRAY BOOTHS MMEC
48 SMOKE CONTROL MMEC
52 RESIDENTIAL ELEVATOR MMEC
FIRE
32 FIRE SPRINKLER FIRE
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
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 20 [LI
Master Permit No. P C (o S (0
Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 41-Ve. S
City: Miami Shores County: Miami Dade Zip: `33 \'3
Folio/Parcel#: \ \ - 320(0, - O\3-- Olio Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): A- \0 0 -cis— Phone#:
Address: -VA I t 9 E S.
City: I /a1�v �'rCc,V.E5 State: -----LI---0.-(5.)6 Zip: 3 l `3 ej
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: '9-C�+� �cZvc' 0 �Vt_ Phone#: (-zeri>) 1 r 644,
Address:
0 S1/4.0 3G s`t
City: N1\ />--0-ki State: -----\.. c \ & Zip: 3 -S--`b---
Qualifier Name: ar"rc.kyx �e, & C`C-5 Phone#:
Sfate Certification or Registration #: G-� C 1 S1 -> `9,0 Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 1C)0 0 • e,v Square/Linear Footage of Work: '2,c)
Type of Work: ❑ Addition DR Alteration ❑ New ❑ Repair/Replace n Demolition
Description of Work: G ilf6Ct2_, '-E-v\. G\ o -0-112.... e.,nr, oAa_\ vvi 1 4 -c,..\• z�i «v-•..
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)