EL-15-365 3-1-0
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-236434 Permit Number: EL-2-15-365
Scheduled Inspection Date: June 12, 2015 Permit Type: Electrical - Residential
Inspector: Devaney, Michael Inspection Type: Final
Owner: SARMIENTO JTRS, MARIA Work Classification: Pool - Private
Job Address: 1059 NE 98 Street
Miami Shores, FL 33138-2505 Phone Number (786)333-2300
Parcel Number 1132050180230
Project: <NONE>
Contractor: AMERICAN POWER ELECTRIC CORP Phone: (305)216-7491
Building Department Comments
ELECTRICAL WORK FOR NEW POOL Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-228525. Ground not compleat.
Failed
Correction ❑
Needed
Re-Inspection ❑
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid.
June 11, 2015 For Inspections please call: (305)762-4949 Page 14 of 26
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
ELECTRICAL CONTRACTORS LICENSING BOARD (850) 487-1395
a�� 1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
LORENTE, RAMON
AMERICAN POWER ELECTRIC CORP
1540 E 7TH CT
HIALEAH FL 33010
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 a STATE OF FLORIDA
from architects to yacht brokers,from boxers to barbeque restaurants, DEPARTMENT OF BUSINESS AND
and they keep Florida's economy strong. PROFESSIONAL REGULATION
Every day we work to improve the way we do business in order to EC13003100 1' SUED: -07/31/2014
serve you better. For information about our services, please log onto
www.myfloridalicense.com. There you can find more information CERTIFIED ELECXRIQAL CONTRACTOR
about our divisions and the regulations that impact you, subscribe LORENTE, RAMdw ,,
to department newsletters and learn more about the Department's AMERICAN POWER ELECTRIC CORP
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, IS CERTIFIED under the provisions of Ch.489 FS.
and congratulations on your new license! Expiration dale : AUG 31,2016 L1407310002257
DETACH HERE
RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
ELECTRICAL CONTRACTORS LICENSING BOARD
EC13003100 I ADDITIONAL BUSINESS QUALIFICATION
The ELECTRICAL CONTRACTOR
Named below IS CERTIFIED
Undertheprovisions of Chapter 489 FS.
Expiration date: AUG 31, 2016
LORENTE, RAMON
AMERICAN POWER ELECTRIC CORP
1540 EAST 7TH COURT -
HIALEAH FL 33010 r
lccl ic'n• mi'A1nn1A nIS2Pl AY AC RFOI IIRFn RY I AW SEO# L1407310002257
013583
Master Contractor's Recei�t
Miami—Dade County, State of Florida
-THIS IS NOTA BILL - DO NOT PAY
t
5697629
BUSINESS NAME/LOCATION RECEIPT NO, EXPIRES
AMERICAN POWER ELECTRIC CORP NEW SEPTEMBER 30,2015
1540 E 7 CT 7456109 Must be displayed at place of usiness
HIALEAH FL 33010 Pursuant to County Cotte
Chapter 8A—Art.9&10
OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED
AMERICAN POWER ELECTRIC CORP MMC ELECTRICAL CONTRACTOR BY TAX COLLECTOR
Category(s) 1 EC13003100
$200.00 09/25/2014
CHECK21-14-078529
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 N0.above must be displayed on all commercial vehicles—Miami-Dade Code Sec 8a-276,
For more information,visit www.mismidade.govAnxoollector
007243
Local Business Tax Receipt T_
.Miami-Dade County, State of Florida
THIS IS NOTA BILL - DO NOT PAY
5697629
BUSIN998 NAME/LOCATION RECEIPT NO. EXPIRES
AMERICAN POWER ELECTRIC CORP RENEWAL SEPTEMBER 30,,.2015
1540 E 7 CT 6942546 Must be displayed at place of business
HIALEAH FL 33010 Pursuant to County Code
Chapter 8A—Art.9&10
OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED
AMERICAN POWER ELECTRIC CORP 196 ELECTRICAL CONTRACTOR BY TAX COLLECTOR
Worker(s) 2 EC13003100 $45.00 09/25/2014
CHECK21-14-078529
This Local Business Tax Receipt only confirms payment of the Local Business Tax.The Receipt is not a license,
permit,or a certification of the holder's yusliflcations,to do business. Holder must comply with any governmental
or nongovernmental regulatory laws and requirements which apply to the business.
The RECEIPT N0.above must be displayed on all commercial vehicles—Miami—Dade Code Sec 8a-276.
For more information,visit www.mlamidede.govAaxcollector
04/09/2015 9 :44AM FAX 3055564354 ALL INSURANCE Z0001/0001
Arrr�� CE
RTIFICATE OF LIABILITY INSURANCEDATE(MMIDDIYYYY)
THIS CERTIFICATE IS IssUED'ASA MATTER OF INi=oRMA710N ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE04/09/15
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVITLY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE OL C ESS
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT:'C the certificate holder is an ADDITIONAL INSURED,the policyjles)must be entlorsedI If SUBROGATION Is WAIVED,subject to
the terms and conditions of the policy,certain Policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder In lieu of such endorsernent(s).
PRODUCER CONTACT
All Insurance Services E`
P
HONE
1548 W,37 St, . . (3D5)822-4472 FAX (305)556-4354
L C.No>:
Egg; �rernandC2�aiarv.ColTi
Hialeah,FL 33012
Phone (305 E9Z2-4472 INSURER($)AFFORDING COVERAGE NAIC A
Fax (305j 556-g354 INSURER A! GRANADA INS -'
INSURED
INSURER B
AMERICAN POWER ELECTRIC CORP
INSURER C
1540 E 7 Ci INSURER D:
Hialeah,FL 33010- INSURE E;
(305)2113-7481
COVERAGES I INSURER F;
CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF IN LESTUDIBELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR1CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE;INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
ILT R TYPE OF INSURANCE ADDL UBR POLICY pp POLICY XP
GENERAL LIABILITY D ,POLICY NUMBER (MMIDD/Y Y)
MMI r) LIMITS
EACH OCCURRENCE T 1000,000.00
COMMtFICIAL GENERAL LIABILITY DAMAGE TO Eta NEED
U ❑
CLAIMS-MADE �/ OCCUR I P J MISES(Ea occurreme s 100,000.00
A ❑ Y 01 B5FL00029870 09/27/2014 09/27/2015 MED EXP(Any one person s 5,000,00
I—I PERSONAL&ADV INJURY E 1,000,000.00
JGENERAL AGGREGATE $ 2,000,000.00
GEN'L AGGREGATE LIMIT APPLIES PER:
❑ POLICY ❑ PFT S• ❑ LDC PRODUCTS•COMP/OP AGO s 2,000,000.00
5
AUTOMOBILE LIABILITY t71NEp SINGLE LIMIT '
❑ ANY AUTO a aCUtlrnt) s
❑ ALL OWNED SCHEDULED 8DOILY INJURY(Pe(penton) S
AUTOS ❑ AUTOS BODILY INJURY(Por accident) s
Q HIRED AUTos O AUTOSWNED PR OPE, DAMAGE
I I Perac ent) s
❑
UMBRELLA LIAR ❑ $
OCCUR
EXCESS LIAp EACH OCCURRENCE S
❑CLAIMS-MADE
DED RETENTION s AGGREGATE s
WORKERS COMPENSATION S
AND EMPLOYRRS'LIABILITYWC STATU• ❑0TH-
i TORY L IMITS
ANY PROPRIETOWPARTNFR/EXECLMVE
YIN
OFFICERIMEMBER EXCLUDED? ❑ NIA E.L.EACH ACCIDENT s
(Mand:story in NH)
Ir yyees desc/lbe under E.L.DISEASE-EA EMPLOYE s
DES6RIPTION OF OPERATIONS below
_ E.L.DISEASE-POLICY LIMIT s
I
DESCRIPTION OF OPERATIONS 1 LOCATIONS(VEHICLES (Attar
h ACORD 101,Addltlonal Remarks Schedule,if more space is rgqulred)
LIC#EC13003100
Electrical Contractor
I
CERTIFICATE HOLDER CANCELLATION
MIAMI SHORES VILLAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN
10050 NE 2ND AVE ACCORDANCE WITH THE POLICY PROVISIONS,
MIAMI SHORES,FL 33138 i AUTHORIZED REPRESENTATIVE
INEZ FERNANDLZ
ACORD 26(2010/05)QF ®1988-2010 ACORD COR RA All rights reserved.
The ACORD name and logo are registered marks of ACORD
4�
JEFF ATWATER STATE OF FLORIDA
CHIEF FINANCIAL OFFICER
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
* * 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: 8/10/2014 EXPIRATION DATE: 8/9/2016
PERSON: LORENTE RAMON
FEIN: 752984422
BUSINESS NAME AND ADDRESS:
AMERICAN POWER ELECTRIC CORP
1540 EAST 7TH COURT
HIALEAH FL 33010
SCOPES OF BUSINESS OR TRADE:
ELECTRICAL WIRING
WITHIN BUIL
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 any time for failure of the
person named on the certificate to meet the requirements of this section.
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 _ QUESTIONS?(850)413-1609-
PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE
1------------- -------- T ------IMPORT—ANT----------
STATE OF FLORIDA Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation I
DEPARTMENT OF FINANCIAL SERVICESIF
who elects exemption from this chapter by filing a certificate of i
DIVISION OF WORKERS' COMPENSATION election under this section may not recover benefits or
.M ,,f`� compensation under this chapter. I
CONSTRUCTION INDUSTRY EXEMPTION �°°"" 0
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L Pursuant to Chapter 440.05(12),F.S.,Certificates of election to
WORKERS'COMPENSATION LAW D be exempt...apply only within the scope of the business or trade
EFFECTIVE DATE: 8/10/2014 EXPIRATION DATE: 8/9/2016 I listed on the notice of election to be exempt. I
PERSON: LORENTE RAMON Il-11 Pursuant to Chapter 440.05(13),F.S.,Notices of election to be
I
FEIN: 752984422 I E exempt and certificates of election to be exempt shall be I
BUSINESS NAME AND ADDRESS: R subject to revocation if,at any time after the filing of the notice
AMERICAN POWER ELECTRIC CORPor the issuance of the certificate,the person named on the
E notice or certificate no longer meets the requirements of this I
i section for issuance of a certificate.The department shall revoke
1540 EAST 7TH COURT I a certificate at any time for failure of the person named on the
HIALEAH FL 33010 certificate to meet the requirements of this section.
SCOPES OF BUSINESS OR TRA
(ELECTRICAL WIRING
MVL — BUIL ---- -- ------------- -------------
(ICC C7 M%A/r` ")F'7 f CDTICIr`ATC nC CI Cr'Tlnkl Tr\DC CVCIIAOT DC\/ICCr)r\7 17 ^11C0-r1^kI07 10re%\A4b 4enn
we
JEFF ATWATER STATE OF FLORIDA
CHIEF FINANCIAL OFFICER
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
** 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: 8/1/2014 EXPIRATION DATE: 7/31/2016
PERSON: ROMERO YUNEXIS
FEIN: 752984422
BUSINESS NAME AND ADDRESS:
AMERICAN POWER ELECTRIC CORP
1540 E 7TH CT
HIALEAH FL 33010
SCOPES OF BUSINESS OR TRADE:
ELECTRICAL WIRING
WITHIN BUIL
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 any time for failure of the
person named on the certificate to meet the requirements of this section.
DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12. QUESTIONS?(850)413-1609
PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE
—————----------------- ---------IMPORTANT----------�
STATE OF FLORIDA i Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation
DEPARTMENT OF FINANCIAL SERVICES who elects exemption from this chapter by filing a certificate of
i election under this section may not recover benefits or
DIVISION OF WORKERS' COMPENSATION t F compensation under this chapter.
CONSTRUCTION INDUSTRY EXEMPTION 0
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L Pursuant to Chapter 440.05(12),F.S.,Certificates of election to
WORKERS'COMPENSATION LAWD be exempt...apply only within the scope of the business or trade
EFFECTIVE DATE: 8/1/2014 EXPIRATION DATE: 7/31/2016 Ilisted on the notice of election to be exempt. I
PERSON: ROMERO YUNEXIS H Pursuant to Chapter 440.05(13),F.S.,Notices of election to be
FEIN: 752984422 E exempt and certificates of election to be exempt shall be
subject to revocation if,at any time after the filing of the notice
BUSINESS NAME AND ADDRESS: R
I AMERICAN POWER ELECTRIC CORP i E or the issuance of the certificate,the person named on the I
notice or certificate no longer meets the requirements of this I
I section for issuance of a certificate.The department shall revoke
11540 E 7TH CT a certificate at any time for failure of the person named on the
I HIALEAH FL 33010 I certificate to meet the requirements of this section.
SCOPES OF BUSINESS OR TRA I
(ELECTRICAL WIRING
I
YVTHIN BUIL --------------- ---- ---------------
TPl DC CVCIIIIDT DC\/ICCII(17.17 OUESTIONS?(850)413-1609
` 07-08-2014
I
v
JEFF ATWATER STATE OF FLORIDA
CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS' COMPENSATION
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: 07120/2014 EXPIRATION DATE: 07/19/2016
PERSON: PEREZ OSCAR
FEIN: 752984422
BUSINESS NAME AND ADDRESS:
AMERICAN POWER ELECTRIC CORP
1540 E 7TH CT
HIALEAH FL 33010
SCOPES OF BUSINESS OR TRADE:
1- ELECTRICAL WIRING WITHIN BUIL
IMPORTANT: Pursuant to Chapter 440 . 0504), 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 440.0502), 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 440.0503), F.S., Notices of election to be exempt and certificates of
electfon to be exempt shelf be subject to revocation it, 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 any time for failure of the person
named on the certificate to meet the requirements of this section.
QUESTIONS? (850) 413-16
OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11
PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE
STATE OF FLORIDA IMPORTANT
DEPARTMENT OF FINANCIAL SERVICES
DIVISION OF WORKERS'COMPENSATION F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who
CONSTRUCTION INDUSTRY 0 elects exemption from this chapter by filing a certificate of election
CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA L under this section may not recover benefits or compensation under this
WORKERS'COMPENSATION LAW * D chapter.
EFFECTIVE: 07/20/2014 EXPIRATION DATE: 07/19/2016 Pursuant to Chapter 440.05(12), F.S., Certificates of election to be
PERSON: OSCAR PEREZ H exempt... apply only within the scope of the business or trade listed on
FEIN: 752984422 R the notice of election to be exempt.
BUSINESS NAME AND ADDRESS: E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt
AMERICAN POWER ELECTRIC CORP and certificates of election to be exempt shall be subject to revocation
1540 E 7TH CT if, at any time after the filing of the notice or the issuance of the
HIALEAH, FL 33010 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 any time for failure of the
SCOPE OF BUSINESS OR TRADE: person named on the certificate to meet the requirements of this
1- ELECTRICAL WIRING WITHIN BUIL section.
QUESTIONS? (850) 413-1609
CUT HERE
�► Carry bottom portion on the job, keep upper portion for your records.
OWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01-11
i"..
f
x
4
Permit '
EL-2- 5-365
s ORws Miami Shores Village Permit Type: E 6triCal-1101111idential
10050 N.E.2nd Avenue NE Work Classi kation:Pool-Private
••'• Miami Shores,FL 33138-0000 Permult
Pe it Status:AP ROVED
Phone: (305)795-2204
`OR1Dp Expiration: 10/06/2015
Issue It�e:4/9{2015
Project Address Parcel Number Applicant
1059 NE 98 Street 1132050180230
MARIA SARMIENTO JTRS
Miami Shores, FL 33138-2505 Block: Lot:
Owner Information Address Phone Cell
MARIA SARMIENTO JTRS 1059 NE 98 Street (786)333-2300
MIAMI SHORES FL 33138-
1059 NE 98 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone $ 1 500.00
Valuation:
AMERICAN POWER ELECTRIC CORP (305)216-7491
Total Sq Feet: 00
Type of Work:ELECTRICAL WORK FOR NEW POOL Available Inspections:
Additional Info: Inspection Type:
Classification:Residential Final
Scanning:3 Light Niche
Bonding
Alarms
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $1.20 Invoice# EL-2-15-54536
DBPR Fee $4.50
DCA Fee $4.50 04/09/2015 Check#:5090 $271.20 $50.00
Education Surcharge $0.40 02/19/2015 Credit Card $50.00 $0.00
Permit Fee-Additions/Alterations $300.00
Scanning Fee $9.00
Technology Fee $1.60
Total: $321.20
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 AFFI V certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction d roti Futhermore, I authorize the above-named contractor to do the work stated.
April 09, 2015
A ed Signature:Owner / Applicant / Contractor / Agent ate
Buildi , g Department Copy
April 09,2015 1
T
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 taws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved nd a reinspection fee will be charged. I
1� 4
Signature i� = ''11 -�'�. Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this /Y The foregoing instrument was acknowledged before me this
day of ra ,2015,by t l � �h� ll �, day oft 20 by
w personally known to or who has produced who is�per wn o e or who has produced
As ident cation and who did take an oath, as identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
E OMIN6uFZ
Sign Sign:
Prin]4=MWExPi;rT§.%XW&N0wn0�
Print:
�5Me .T�rar•rs� P REZ
My ,can My C 1 $ir(otary Public-State of Florida
s' .• My Comm.Expires Oct 4,2017
�'Forc4�•, Commission#FF 052809
o,
*******u**s*�*****�** *�:e****r*******ssr*s**ries*ria***********��* �&� �I�.IoAiaAbleel► «**
APPROVED BY Z}F Plans Examiner Zoning
Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
Boundary Survey
Legal Description:
Lot 14, Block 179, REVISED PLAT OF MI SHORES SECTION 8,
according to the Plat thereof as recorded in PlatBpok
Public Records of Miami-Dade County, FI
4
Flood Zone: AE Panel:0306E ---
Community Number: 12086C Date:09/11/2009
CERTIFIED TO:
Adriana Molina ...•
Maria Sarmiento 0.00•• 0.00••
li
4
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o a a 95.00'(P) ° � 400700•° :0000. 0000.
o° 10'Asphalt Road ° S 89°54'34" E 95.04'(M) a 00 00 0 a 0 0 015'Alleyo o o o o•
- - a
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Fnd.3/8"Rebar '
• • Fnd.3/8"Rebar ••••••
(No;.D.) 0.1' 0.1' •(Ne 1110.r
0000••
Lot 14000• : ••• • •
0.1' Block 179 N
5'CB Wall
9.5'
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Lot 13 0 0 28.T'.'. .. .............'... to Lot 15
0000..
Block 179 Conc . ..........................................
Lu Two Story Concrete:. : :. Mo Mo Block 179
Block Residence o - r
.... .. ......#1059 .............
o.............:. .. 0000.............
do Roofed... ........ ........ ................ -
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(No LD.) 19.5'
Fnd.Nil
N 89°59'51"W 141.35'(M) N 90'00'00"W 95.03'(M)"BB" (No I Da)
141.29'(P) 95.00'(P)
0 0 • 00.00
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0000•• • •• 0000•
0000 • 0000•
N.E. 98TH STREET 0.000 :000:0
L • -r •
(75'Platted Public Right-of-Way) 00 ••• Gr4hir,Sd e ••••••
(Asphalt Road)
.10 • A"
Scale:V&2@1
Field Date:01-26-15 Date Completed:01-27-15 -Notes- I hereby Certify that this Boundary Survey of the above Described Property is
'Survey is Based upon the Legal Description Supplied by Client. True and Correct to the Best of my knowledge and Belief as recently Surveyed
Drawn By:DW File Number:IS-19692 >Abutting Properties Deeds have NOT been Researched for Gaps, under my Direction on the Date Shown,Based on Infomefion fumished to Me
Overiap5 and/or Hiatus. as Noted and Conforms to the Standards of Practice for Land
Legend- >Sub'ect to an Easements and/or Restrictions of Record. Surveying in the State of Florida in accordance with Chapter 5J-17.052 Florida
C -Calculated PC -Point of Curvature I y Administrative Codes,Pursuant 1 cdon 472 27 Florida Statutes.
ry -
Centerline >Bearing Basis shown hereon,is Assumed and Based upon the Line
OB -Concrete Block Pg' Page Denoted with a"BB". ,��atGKIFIRF"
PI -Point of Intersection r �a
CM -Concrete Monument P.O.B.-Point of Beginning 'Building Ties are NOT to be used to reconstruct Property Lines. a
Conc. -Concrete P.O.L.-Point on Line 'Fence Ownership is NOT determined. -K ' "o 8�91/, FOR
D -Description PP -Power Pole > STATE7a4. .
a, THE
DE -Drainage Easement PRM -Permanent Reference Roof Overhangs,Underground Utilities and/or Footers have NOTI FIRM
been located UNLESS otherwise noted.
Esmt. -Easement Monument Patrick K.,relan ��-..F�,F,61S 637 LB 7623
F.E.M.A.-Federal Emergency PT -Point of Tangency 'Septic Tanks and/or Drainfield locations are approximate and MUST This Survey h Intende Y,(pr use of Said Certified Parties.
Management Agency R Radius be verified by appropriate Utility Location Companies. This Survey
NOT VALID LINE and Embossed with Surveyors s Seal.
FFE -Finished Floor Elevation Rad. -Radial 'Use of This Survey for Purposes other than Intended,Without
Fnd. Found RBC -Rebar 8 Cap Written Verification,Will beat the User's Sole Risk and Without Ireland & Associates SzcrUeytir�g Inc.
L -Iron th Rec. -Recovered Liability to the Surveyor. Nothing Hereon shall be Construed
to give
L -Length(Arc) Set -Roofed ANY Rights or Benefits to Anyone Other than those Certified. 1
M Measured Set -Set h"Rebar"LB 7 >Flood Zone Determination Shown Heron is Given as a Courtesy,and
N&D -Nail 8 Disk Rebar Cap"LB 7623" y, 1301 S.International Parkway Suite 2001
N.R. Non-Radial UE -Typical a Subject to Final Approval by F.E.M.A. This Dettion NEITHER
may be Lake Mary,Florida 32746
ORB -Official Records Book UE -Utility Easement affected by Flood Factors and/or other information NEITHER known
P -Plat WO -Water Meter by NOR given to this Surveying Company at the time of this Endeavor. www.irelandsurveying.com
P.B. -Plat Book A -Delta(Central Angle) Ireland 8 Associates Surveying Inc.and the signing surveyor assume Office-407.678.3366 Fax-407.320.8165
-Wood Fence -0- -Chain Link Fence NO Liabilityfor the Accuracyof this Determinabon.
VIPIN N. MLAT, P.E.
.1.5123 Lantern Creek Lane,
Houston,TX.77068-3831
TELA: 281444-911
Fox- 281444-9184
Email: vtotat@sbcglobaLnet
Patie 1
ENGINEER'S EVALUATION REPORT#NUO413
CATEGORY: Structural Components
SUB CATEGORY: Metal Connectors
REPORT HOLDER:
NuVue Industries Inc,
1055 E. 20 Street,
Hialeah,FL. 33013
www.nu-vueindustries.com
nuvueCa,a,bellsouth.net
Phone: 305-694-0397
Fax: 305-694-0398
1.0 EVALUATION SCOPE:
Compliance with 2010 Florida Building Code-Building and Residential.
2.0 PRODUCT DESCRIPTION:
Refer to tables 1 through 21 of this report for Product name, size,size and number of
fasteners,fastening details shown in the diagrams and the allowable loads.
3.0 STRUCTURAL SPECIFICATIONS :
1. Steel shall conform to ASTM A653, SS grade 33,min. yield 33 ksi,min.tensile
strength 45 ksi and min.galvanized coating of G 60 per A§TM A653.
2. Allowable loads and fasteners are based on NDS 2005.
3. Design loads are for S. Pine,specific gravity 0.55. Design loads for other species
shall be adjusted per NDS 2005.
4. Allowable uplift loads have been adjusted for load duration factor CD of 1.6.
Allowable gravity loads have been adjusted for CD values of 1.0, 1.15 and 1.25 per
table 2.3.2 of NDS 2005.Design loads do not include 33%increase for steel and
concrete.
5. Concrete in Tie beams shall be min.of 2500;psi. Concrete Masonry,Grout and
mortar in concrete masonry shall be min.of 1500 psi.Concrete masonry shall
comply with ASTM C90.
6. Combined load of Uplift, l;a4d JL-7.s:a22 satisNthe following equation.
Actual Uplift + A&LU L1: : :;• �.ctu •L2 _ <=1.0
Allowable Uplift Alle4ab1e X11 AlWratre L2
ago
it •• • • • •• •• •
Page 2
4.0 INSTALLATION
Installation shall be in accordance with this report and the latest edition of
Nu-Vue Industries Catalog,The information in this report supersedes any
conflicting information in the catalog.
5.0 EVIDENCESUBMITTED:
Test reports submitted by Product testing Inc,(PT) Atec Associates Inc(Atec)
and PSI Inc and signed and sealed calculations in conformance with FBC
2010 by Vipin N.Tolat,P.E.
Product Test#/Test lab Date
tested Tested
NVTA/NVTAS 02-3938/PT 8/6/02
NVTA/NVTAS 024073/PT 11/6/02
NVTAINVTAS 024074/PT 11/6/02
NVTA/NVTAS 02-4075/PT 11/6/02
NVTA/NVTAS 31.22456.0002/ATEC 7/6/02
NVBH 24 02-4096/PT 12/3/02
NVUH 26 02-4095/PT 1/1.7/03
NVRT 03-4177/PT 2/3/03
NVRT 034202/PT 2/1.9/03
NVRT 03/4270,4271/PT 3127/03
NVTH/NVTHS O44698/PT 4/15/04
NVSNP3 03-4482/PT 9/15/03
NV358 03/4543/PT 12/19/03
NV458 03-4590/PT 12/31,103
NV HCL/R 03-4625/PT 1/21/04
NVSTA/NVHTA 04-4641,4642/PT 3/17&3/22/04
NVJH24,26,28 034385,86,87/PT 5,130/03
NVS0236 03-4349,57,58/PT 5/13,5/19,5/20/03
NVTP4 03-4303,44/PT 4/21,5/1/0-)
NVTP4H 03-4345,43/PT 5/2,5/5/03
NVHC43,43/2 70-02-94-00381/ATEC 11/27/95
ABS 05.5195,95A/PT 2/15/08
AB7 05-5196,96A/PT 2/15/08
NVHC37 03697.0001/ATEC 11127/96
IKE 1 05-5612/?T 3/20/06
IKE2 :--06-1622/PT 5/1/06
NVTIIJ26 445/ff&l.18-96013-01/PSI 1/31/05&2/7/89
NVTHJ28 Q4-4U)t/li T&).t�8-96013-05/PSI 1/31/05&12/2/89
I
s
Page 3
6.0 DESIGN:
I Maximum allowable loads shall not exceed the allowable loads listed in this
report.Allowable loads are based on allowable stress design per NUS.
2. Capacity of wood members is not covered by this report.Allowable loads shall
not exceed the capacity of wood members. Capacity of wood members shall be
checked by Engineer/Architect of record.
3. Wood members with which the connectors are used must be nominal dimension
lumber or approved structural composite lumber.
7.0 CODITIONS OF USE
1. NuVue Industries metal structural connectors described in this report comply
with or are suitable alternative to what is specified in section 1.0 of this report.
2. Design loads must be less than the allowable loads shown in all the tables of
this report.
3. The connectors must be manufactured, identified and installed in accordance
with this report and the manufacturer's instructions.
4. Products covered by this report are manufactured by NuVue industries Inc in
Hialeah,Florida under a quality control program with inspections by NAMI
Inc having State of Florida license 4 QUA 1789,
t4 .ivy To
Vipin N.Tolat P.E. '.Q�•••••.,• T,��
Florida P.E.#12847
4/1512013 No.12847
vnt/nu04l3 STATE Or
r � 4
.��•�it
*moi,��,'•�•^,.,.y. `�!,r`�`+�a *�«
, Ra.-a.,............. _..,, _ _..,. ....... .....
Page 4
TABLE 1
l Truss Anchors NVTA and Riveted Truss Anchors with Seat NVTAS
14 G Straps, 20 G Seats
Perpendicular
to iYaf' _
Length Product t ' L2 yI J
Length Code
{in
16 NVTA-16 NVTAS 212
18 NVTA-18 NVTAS 214 1
H
20 NVTA-20 WAS 216
MIN. 4"
22 NVTA-22 NVTAS 218 EMB, Parallel L1
to wall
24 NVTA-24 NVTAS 220 NVTAS 1
Concrete Tie Beam
or Tie Beam formed
26 NVTA-26 WAS 2.22 1" with concrete filled
masonry
28 NVTA-28 WAS 224
30 NVTA-30 WAS 226 " I E "
36 NVTA-36 NVTAS 232
48 NVTA-48 NVTAS 244 O "
1�
H p
21"
MIN 4"
EMB. 0 2j'
NVTA 1"
O
No, of
Maximum Allowable Load lbs Holes Dia. „
Fasteners Uplift Uplift L1 Single L2 Single NVTA, NVTAS
each strap Single Double & Double wit Double
10d Strap Straps Straps Straps I
No. of Maximum Allowable Load (lbs)
5 757 1514 250 500 Fasteners Uplift Uplift L1 Single L2 Single
6 805 1610 250 500 each strap Single Double & Double& Double
10d x 1.5" Strap Strops Straps Straps
7 854 1708 250 Soo
5 1032 2236 250 500
8 902 *1804 250 500
9 951 *1902 250 500 6 1127 2254 385 565
7 1136 2272 520 1 630
10 999 *1998 250 500
8 1144 *2288 520 630
11 1048 *2096 250 500
9 1153 *2306 520 630
12 1096 *2192 250 ,909 • •
• • ' 10• 1161 *2322 520 630
13 1145 *2290 250 •_'Dgo ' ' •' •
14 1193 *2290 250 • +3017 s •• :•• 1'1,• 1170 *2340 520 630
12 1178 *2356 520 630
*Note: For 8 or more nailser strap, use double
truss for double straps.P • $00 • • •. •'i`3 ,', 1187 1 *2374 520 630
For ail Loads CO-1.6 i • r •• ••
• • • • • •
Page 5
TABLE 2 TABLE 3
NV13H 24 BUTTERFLY HANGER NVUH 26 JOIST HANGER
FASTENER ALLOWABLE FASTENER ALLOWABLE
SCHEDULE LOADS (Ibs.) SCHEDULE LOADS (Ibs.)
w vw
DOWNWARD 2 o ¢ :,�+ DOWNWARD WIND
GRAVITY Wind 0 d w U) x GRAVITY UPLIFT
a' 4 aqp LOADS Uplift Load �, gy LOADS LOAD
Co=1,0 CD-1-6 = - I Co=1.0 Co=1.6
2xNVBH24 18 12 6 1113 364 2x8 NWH26 14 20 10 2233 1213
Notes: Notes:
1. Values ore based on 1J" header and Joist 1. Values are based on 3" header thickness and
thickness. 1j" Joist thickness.
2. Can only be used in Nan—HVHZ.
UPLIFT LOAD UPLIFT LOAD
• \ QQQ . • lo
•
r
DOWNWARD LOAD
DOWNWARD LOAD
)2,
2 " s}`•! 2j" • 5• � " � IQrQ
•
t 2 .• :•: : : :•• :• • 3 "
• • • • • • • •
1
• e
r • • .
• • • •: • •
000
• . ••
00
0*0
• • • • • • •
S
Page 8
TABLE 4
NVRT — Flat and Twisted Rafter Ties 1"'x14 G
NVRTWood to Wood
16d Fasteners Maximum Uplift Load (lbs)
Length Product Gauge TOTAL Inernerrh. Flat Ties Twisted Ties
din) Code
6 3 588 s 588;
12 NVRT-12 14
8 4 725 724
16 NVRT-16 14 10 5 861 860
18 NVRT-18 14 12 6 998 996
14 7 1135 1132
20 NVRT-20 14
NVRT Wood to Concrete
22 NVRT-22 14 No. of 16d nails No. of J" diameterP
Maximum Uplift
24 NVRT-24 14
to Wood Framing Topcons to Concrete Load (lbs)
s
30 NVRT-30 14
3 3 588
4 4 722
36 NVRT-36 14
5 4 856
48 NVRT`-48 14 6 5 991
Notes: 7 5' 1125
1. Specify "F" for Fiat and " for Twisted when bo not
T" •
ordering. Use circled
Hees 16d
2. Fastener values ore based on a minimum 14"
thick wood members. " o t"
"Topcons
3. • Indicates no. of nails in each connected t a b 2Y
wood member. 1 " o
o
^ a
4. ITW tapcons shall be embedded a minimum of p o �g•
14" into concrete tiebeam or tlebeam formed ��^ o ° tWip
with concrete filled masonry. ITW tapcons shall o
have a min. edge distance of 21" and minimum NVRT Anchor
staggered spacing of -X" as shown. Holes dia. All
5. Use only in Non—H\MZ. UPLIFT
6. For Uplift loads CQ=1.6
LENGTH
FLAT #?
HALF HALF
Connected Cneiteyl •••
to truss •• • • • v well • • •
• • • • •
• •.• • • • • • • 2j" Min. edge distance
all 46 6
• • ••
l
LENGTH _
I•
T�SIEp .•• •• •.• • Tie Beam formed with
• g . • concrete filled mosonary or
• • • • Concrete tie beam
............ ,,... ........... �. "
•, . • ••sa: • • •
Page 7 TABLE 5 „
Truss Anchors NVTH 1Y4"x14G, Seat 18G
H No. of Maximum Uplift Loads (Ibs) Maximum Lateral Loads (lbs)
Length Product
g Cade Fasteners Single Strop Double Straps Single Strap Double Strop
(in) in each Strop on on
t2 NVTH-16 NVTHS 212 10d x 1.5" Single Truss Double Truss L1 L2 L1 L2
14 NVTH-18 NVTHS 214l 5 1032 2064 560 525 1120 1050
16 NVTH-20 NVTHS 216 6 1222 2444 671 630 1342 1260
18 NVTH-22 NVTHS 218 7 1275 2550 783 735 1566 1470
20 NVTH-24 NVTHS 220 8 1329 2658 783 735 1566 1470
22 NVTH-26 NVTHS 222 9 1383 2766 783 735 1566 1470
24 NVTH-28 NVTHS 224 10 1437 2874 783 735 1566 1470
26 NVTH-30 NVTHS 226 11 1490 2980 783 735 1566 1470
32 NVTH-36 NVTHS 232 12 1544 3088 783 735 15661 1470
44 NVTH-48 NVTHS 244 13 1598 3196783 735 1566 1470
cc=1,6 for Uplift and Lateral loads.
o
1h
» o1 jrot 0,203Nt' H
iX�"
H O
MIN. 4" Holes Dia. tY'
EMB. MIN. 4" o
EMB.
NVTHS t" NVTH 1Y2" NVTH, NVTHS
egg *6
'n9 • • • • • •••. • •
Single Strop • • i i i i i Vou$l% Strop
Single Truss •. • • • •• •Double.Truss
j Concrete Ties Beam Concrete Tie Beam
( or Tie Beam forme$ ... • or Tie Beam formed
f with concretl;*414 ••• with concrete filled
masonry • • • •': . . •• masonry
l
Page 8
TABLE 6 - SKEWED NAIL PLATE
Fastener
Product Steel Schedule Allowable Loads (lbs) 3 "
Code Gouge Each End Gravity uplift ' I)W tYa• ,�fa•
NVSNP3 16 (6) 8d x Or 594 594
For Uplift, use two NVSNP3, one at top chord and
one at bottom chord of the supporting and_supported 0 0 0
Trusses in compliance with section 2321.7 of the FSC. • '{e" 336'
CD=1.0-Gravity 0 a
CD--1.6-Uplift Supporting Tuns • • �" x
Op do bottom
chord 3b •
i
Supported • �>fa` 1}S" it 44s"
Truss Top
& bottom
chord
Hole paitem is Holes 3{s dia.
mirror image of the
aa'om,,.• oppstte side
NVSNP3
Installation
14 G Straps NV358/NV458 TABLE 7 - NV358-2,Ply Seat TABLE 8 - NV458-3 Ply Seat
Assembly 14G Strop Dimension Total No. Total No. Allowable Total No. Total No. Allowable
Product Product H of Fasteners of Fasteners Loads (lbs) of Fasteners of Fasteners Loads (lbs)
in 2 Strops in Seat in 2 Straps in Seat
Code Code {inches) 10d x 3" 10d x 3" uplift L1 L2 lod x 3" 10d x 3" Uplift Ll L2
Iff-12 NVTH16 12
8 8 2245 1481 1839' $ 8 2245 2783 2078
Iff-14 NVTH18 14 10 8 2525 2206 2088 10 8 2525 3131 2338
RM-16 NVTH2O 16 12 8 28D8 2452 2298 12 8 2806 3479 2597
—20 NVTH24 20 14 g 3088 2697 2528 14 8 3086 3827 2857
Off-22 NVTH26 22 18 8 3387 2942 2758 16 8 3387 4175 3177
W2* NVTH28 24
-28 NVTH30 26Ca=1.6'for Uplift, Li & L2.
ix.-32 NVTH36 32 36' x'11 1 36`
3'NVS98
44 NVTH48 43&NV45$
34• o
2
114' 1Ys• 21r 36'
2h' 0 734•
2!4• �J6(� Ny358�
2 ply Not%V= 5J6•NV458
3 ply"at NY458 a SideView
H UPUFi Holes Dlo.3fa"
" 14G NVM 83ss"
• 2•
• �r
• • • ••• e• Dio.)(e 236'
• • • °
r �oncrats lre 8eixn
•• veTie Beam famed
i • With CdAcrete filled t"
• • tRt1s>}nry.•• 214" 734"
L'�7�
Holes Dia. 36• i
i �''+ • e • ••• 18G Seat Detail
000
.r .......... ..
si
• ••• • • •
0*0
i
Page 9 TABLE 9
HURRICANE CLIPS
ProductGouge Fasteners 10d x U¢"Allowable Loads lbs
Code Description Hodder Jdst uptirt L1 L2
N%fCR HUfi1'6CANE CUP RIGHT 18 6 6 525 253 1 333
NVHCL HURRICANE CUP -LEFT is 6 6 S25 253 1 333
For Uplift, use two dips, one on each side to
comply with section 2321.7 of the FBC
CD=1.6 for Uplift, Lt & L2.
xotwo
° • o
uperl
0 0 d,wd
.t a h�,_i1.17e• Nw�cL NVHca �.
�r
2-2x PION +
eMmm
s s Cross-Section
SCALE; O'l •T ,�.L2 a 2- Prow
t.s Y
,
0 i NVHCR L1
TABLE 10 TABLE 11
140NVTH Straps NVSTA/NVHTA NVSTA-Single Strop NVHTA-Double Straps
Assembly 14G Strap Dimension Total No. Total No, of Allowable Loads (lbs) Total No. Total No. of Allowable Loods (lbs)
Product Product H of Fasteners Fasteners in F'c=2500 Psi of Fasteners Fasteners in F'c-2500 Psi Unless Noted
Code Code (inches) in Strop 20 GA.'Seat in two Straps 20 GA. Seat
NVSTA-191 lad x. tYt" 10d x..1?¢" uplift a L2 10d x Ofi' 10d x OV Uplift Uplift-30 L1 L2
NWTA-12H NVTH16 12 5 5.. . '.1306 700 1049 10 6 1772 2078 1050 1450
"TA-14H NYTH16 ti 6 a 1426 760 1144 12 6 1994 233s1181 1631
NNNTA-14H
NVSTA-16M 7 8.=. 1545. 823 1239 14 6 2215 2598 1312 1812
MWTA-16H NVTH20 16 s 6- 1864 887 1335 16 1 S 2437 21158 1444 1994
NVNVMTA-20H STA-20H NVTH24 20 9 6. 1753. 950 1430 is 6 2656 3117 1575 2175
NVSTA-22H NVYH2 22 it -1.6 for Uplift, Ll & L2. " }1"
NWTA-22N
NVSTA-24H 1 NVTH26 24 NNiTA-2414 j
NVSTA-20H NVT1430 26 ^f- • ° ° Q sC
N04TA-26H 0
NVSTA-32H1-Y.- )V4
NVnM 32 ig
"TA-3211.
NNSTA-44H: NV0448 44 O ,T. - 'p -O , Ys`
NVr4TA-44H *� 4 " T
o � -j
HOW ale.
Sid, waw
20¢A.Seat
tY4"� 140 NVTH 1Y T1 Y4N IOG Got9
H H
• 1}
• 4.Yin
4"Min. Concrete
UPLIFT
Slot 0303'X i
Concrete UP�FT PN ma 1V Embedment f f
Embedment.
Or ✓'� NVHTA I&
NVSTA 1211 •• • • • • •4'411 •••
44H • • • • • • • • •
me • • • • ••
•RanfCONK eCoftete • • Reinforced Concrete.
I"a We bow MW tis ••• •• •-- tie boom Mh.2#5
.. Q Top&bottom or reinforced
Top&ballorn or rswoll ed
� L1 Concrete Dlocx w+ob �` Concrete dock wdi
as •• ••• • -
Page 10 TABLE 12
JOIST SUPPORTS
18 G NVJH JOIST SUPPORTS Miowoble Loads (lbs)
Product Ned Joist Double Single Fasteners aroM[y Imes 100% upon rood.16OX
sto
COQ --W1 W 8S Size Header Header
Size Double ea Jingkoists • sry'H s ft
NVJH24 1
'3%1 3 2x4 2-2x4 2x4 6-10d 8—illd x t) 4-10d x IW 744 744 493-
2x6 2--?sc6 2+ce
• NVJH26 1 5 3 2x8 2-� 10-10d to-Iod x I s-Iod x I 1240 1240 821
2x8 2-W 2.8
NYJH28 1 6 3 2x10 7-2x10 2xiq 14-lod �4-tod x�1t 7-iod x IV 1738 1736 1079
2x12 2-2xi2 242
• Use only in non-HVHZ
Single Heade'
1-2X1}g"
- 3"_,x Double Header
1 Y4" 1 Y,'
I te.tq
+2 0HoNVJH 26 as shown ' wNVJH 24 & 28 a
aimilar but with
BS � difterenk hdea.
.. -:'' i
W
TABLE 13
NVSO 236, 16 GAUGE, HEAVY DUTY
FACE MOUNT JOIST HANGER
Joist Header Fasteners Allowable Loads (Lbs.)
Size Size Header Joist GRAVITY Uplift
Co=1.0 CC-1.6
14-10d 6-10d 1758 1108
2-2x8
2x6-8 2-2x7{7 14-16d 6-16d 1875 1279
2-2x72 t- x s 6-lad 8{38 1217
Heade'
2-2X Minimum
t X.
0 0 -
0 0
°a
35 " • • • • • • •
•
,�o a ••0
Go
°
-
oist
JMinimum
BOLT HOLES 1/2" DIA. •••
NAIL HOLE 3/16" DIA: • • •• i Xr• so
•
l l
STRUCTURAL CALCULATIONS
+ PROPOSED NEW DECK
1059 NE 98 STREET
MIAMI SHORES, FL. 33138
j
No. 62531
STATE OF � Au
��j�F'�:c�OR10P••GN N�
g MOO
vi 4 \ E.
LIC. No. 62531
•,• ;.' ;.. 10776 NW 84 LN#5
MIAMI, FL. 33178
. . 00 see
...
TABLE OF CONTENT
WINDPRESSURE ............................................................................ 1
FOOTINGUPLIFT ............................................................................. 2
WOODBEAM TO DL + LL ................................................................................. 3
WOOD BEAM TO WIND
WOOD JOIST TO DL + LL .. ................................................................................ 5
WOODJOIST TO WIND .................................................................................... 6
WOODLEDGER .......................................................................... 7
CONNECTIONS ............................................... ............................... 9
see
• • • •.' :.' i.. .•
. • set .•
WIND PRESSURE h <= 60 FT. ASCE 7-10
h = 15 FT
6.5.10 Velocity Pressure
qz= 0.00256 * Kz* Kzt* Kd *V^2 LB/FT^2
Kz: Velocity Pressure Exposure Coefficient
Exposure Category: C
a= 9.5 Table 6-2
Zg = 900 FT Table 6-2
FOR Z < 15 FT THEM Kz= 2.01 (15/Zg)^(2/a) TABLE 6-3
FOR 15 <=Z<=Zg THEM Kz= 2.01 (Z/Zg)^(2/a) TABLE 6-3
Z= 15 FT THEM
Kz= 0.85
Kzt: TOPOGRAPHIC FACTOR
Kzt= 1.0
Kd: WIND DIRECTIONALITY FACTOR
Kd = 0.85
V: BASIC WIND SPEED CATEGORY II
MIAMI DADE COUNTY, THEM
V= 175 mph 1620.2 FLORIDA BUILDING CODE - BUILDING
qz= 0.00256 * Kz* Kzt* Kd *V^2 LB/FT^2
qz= 56.57 LB/FT^2
• • ' • •• • •
• • • • • • • •••
•
• ••• • • • • •••
•• •• • • • •• •• •
• ••• • • • •••
2
OPEN BUILDING ALLOWABLE WIND PRESSURE
F = qz*G * Cn *0.6
G = 0.85
CN = 1.1
MAX. WIND PRESURE AT ROOF p= 31.7 LB/FT^2
FOOTING UPLIFT ,
L, F
Z Z•�
F1: 4-L-T DIA. X 21=0" DEEP
D = 2 f
H = 2.5 ft
FOOTING AREA A= 3.1 FT^2
TRIBUTARY AREA:
B = 8.2
L= 6.3
AREA= 51.7 SF
NET UPLIFT: U = 1123 #
0.6 * U = 674 #
GRAVITY LOAD:
FOOTING SELF WEIGTH = 1178 #
0.6 D = 707 # > 0.6 * U = 674 # OK.
•
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WOOD BEAM DESIGN
PROJECT: DECK
ELEMENT: (2)2x6 WOOD BEAM
WOOD SECTION :
B = 3 IN
H = 5.5 IN S = 15.1 IN^3
BEAM SPAN :
L= 6.33 FT
TRIBUTARY WIDTH :
T= 8.17 FT
MATERIAL AND COEFF.
Fb = 2000 PSI
Fv= 175 PSI
E = 1800000 PSI
CD = 1.00 LOAD DURATION
Cm= 1.00 WET SERVICE FACTOR
Ct= 1.00 TEMPERATURE MEMBER
Cfu = 1.00 FLAT USE FACTOR
CF= 1.00 SIZE FACTOR: CF = (12/d)^1/9, DEEP LESS THAN 12" CF=1.0
Cr= 1.00 REPETITIVE MEMBER
Ci = 1.00 INCISION FACTOR
F'b = 2000 PSI
F'v= 175 PSI
E' = 1800000 PSI
LOAD :
DL = 15 PSF
LL = 40 PSF
BENDING:
q = 449.4 #/FT
Mu + = 27007 #-IN
REQUIRED S = 14 IN^3 OK
SHEAR:
Vu = 1422 #
fv= 129 PSI OK
DEFLECTION: •• ••• ••
AL = 0.18•+: :• *•
ALLOW. AL = L/360 = 0.211 1W •bK••• ••
AT= 0. 17 •.• •�• •••
ALLOW. AT= L/240 = 0.3;1 E3 IM. .E•JZC • •••
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00
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•
0 ...
WOOD GIRDER DESIGN
PROJECT: DECK
ELEMENT: (2) 2x6 WOOD BEAM
WOOD SECTION :
B = 3 IN
H = 6.5 IN S = 21.1 IN^3
BEAM SPAN :
L= 6.33 FT
TRIBUTARY WIDTH :
T= 8.17 FT
MATERIAL AND COEFF.
Fb= 2000 PSI
Fv= 175 PSI
E = 1800000 PSI
CD = 1.60 LOAD DURATION
Cm = 1.00 WET SERVICE FACTOR
Ct= 1.00 TEMPERATURE MEMBER
Cfu = 1.00 FLAT USE FACTOR
CF= 1.00 SIZE FACTOR: CF = (12/d)"1/9, DEEP LESS THAN 12" CF=1.0
Cr= 1.00 REPETITIVE MEMBER
Ci = 1.00 INCISION FACTOR
F'b = 3200 PSI
F'v= 280 PSI
E' = 1800000 PSI
LOAD :
DL = 0 PSF
WL= 32 PSF
BENDING:
q = 261.4 #/FT
Mu + = 15713 #-IN
REQUIRED S = 4.9 IN^3 OK
SHEAR:
Vu = 827 #
fv= 53 PSI OK so. 00
• . •
DEFLECTION: • • • •• •
AL = 0.0781N •• •o•
ALLOW. AL = L/240 = 0.317 IN OK
so ..• •• ...
. • .:
WOOD JOIST DESIGN
PROJECT: DECK
ELEMENT: 2x6 WOOD JOIST @ 16"
WOOD SECTION :
B = 1.5 IN
H = 5.5 IN S = 7.6 IN^3
BEAM SPAN :
L = 8.17 FT
TRIBUTARY WIDTH :
T= 1.33 FT
MATERIAL AND COEFF.
Fb = 2000 PSI
Fv= 175 PSI
E = 1800000 PSI
CD= 1.00 LOAD DURATION
CM = 1.00 WET SERVICE FACTOR
Ct= 1.00 TEMPERATURE MEMBER
Cfu = 1.00 FLAT USE FACTOR
CF = 1.00 SIZE FACTOR: CF = (12/d)^1/9, DEEP LESS THAN 12" CF=1.0
Cr= 1.15 REPETITIVE MEMBER: @ 24" OR LESS CF=1.15
Ci = 1.00 INCISION FACTOR
F'b = 2300 PSI
F'v= 175 PSI
E' = 1800000 PSI
LOAD :
DL = 15 PSF
LL= 40 PSF
BENDING:
q = 73.2 #/FT
Mu + = 7324 #-IN
REQUIRED S = 3.18 IN^3 OK
SHEAR:
Vu = 299 #
fv= 54 PSI OK
.. . . . . . ... ..
DEFLECTION:
AL = 0.1421N•
ALLOW. AL = L/300 = 0.272 IN OK
.. ... •
AT= 0.�9'.6 •: •
ALLOW. AT= L/240 = 0.40$5 rN ': *Gk •••
. . ... . . . . ...
.. .. . . . .. .. .
WOOD JOIST DESIGN
PROJECT: DECK
ELEMENT: 2x6 WOOD JOIST @ 16"
WOOD SECTION :
B = 1.5 IN
H = 5.5 IN S = 7.6 IN^3
BEAM SPAN :
L= 8.17 FT
TRIBUTARY WIDTH :
T= 1.33 FT
MATERIAL AND COEFF.
Fb= 2000 PSI
Fv= 175 PSI
E = 1800000 PSI
CD= 1.60 LOAD DURATION
Cm = 1.00 WET SERVICE FACTOR
Ct= 1.00 TEMPERATURE MEMBER
Cfu = 1.00 FLAT USE FACTOR
CF = 1.00 SIZE FACTOR: CF = (12/d)^1/9, DEEP LESS THAN 12" CF=1.0
Cr= 1.15 REPETITIVE MEMBER: @ 24" OR LESS CF=1.15
Ci = 1.00 INCISION FACTOR
F'b = 3680 PSI
F'v= 280 PSI
E' = 1800000 PSI
LOAD :
DL= 0 PSF
WL = 32 PSF
BENDING:
q = 42.6 #/FT
Mu + = 4261 #-IN
REQUIRED S = 1 IN^3 OK
SHEAR:
Vu = 174 #
fv= 32 PSI OK
. . . .
DEFLECTION: •• •
4L = 0.1441\1: "� "' ••
ALLOW. 4L= L/240= 0.409 IN OK
...
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.. .. • . . •• .: •t•
Title Block Line 1 Project Title:
You can change this area Engineer: Project ID:
using the"Settings"menu item Project Descr:
and then using the"Printing&
Title Block"selection.
Title Block Line 6 Printed:11 FEB 2015,7:12PM
Wood Ledger File=C:\C4\CU7228-1\GIA\WOODDE-1\W00DLE-1.EC6
9 ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver:6.15.1.19
KW-06010683 Licensee Vicente Franci:-J
Description: WOOD LEDGER
Code References
Calculations per 2012 NDS, IBC 2012, CBC 2013,ASCE 7-10
Load Combinations Used : IBC 2012
General Information
Ledger Width 3.0 in Design Method:ASD(using Service Load Combinations
Ledger Depth 5.50 in Wood Stress Grade:
Ledger Wood Species Southern Pine Fb Allow 1,000.0 psi
G:Specific Gravity 0.55 Fv Allow 100.0 psi
Bolt Diameter 5l8" in Fyb:Bolt Bending Yield 45,000 psi
Bolt Spacing 24.0 in Concrete as Main Supporting Member
Cm-Wet Service Factor 1.0 Using 6"anchor embedment length in equations.
Ct-Temperature Factor 1.0 Using dowel bearing strength fixed at 7.5 ksi per NDS Table 11 E
Cg-Group Action Factor 1.0
C 11-Geometry Factor 1.0
Uniform Load
i
24in Bolt Spacing 24in Bolt Spacing 24in Bolt S acin
i
Load Data
Dead Roof Live Floor Live Snow Wind Seismic Earth
Uniform Load... 60.0 plf 0.0 plf 160.0 plf plf plf plf plf
Point Load... lbs lbs lbs lbs lbs lbs lbs
Spacing in
Offset in
Horizontal Shear lbs lbs lbs lbs lbs lbs lbs
see
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• • • • • • • • • •
•• •• • • • •• •• •
• ••• • • • •••
Title Block Line 1 Project Title:
You can change this area Engineer: Project ID:
using the"Settings"menu item Project Descr:
and then using the"Printing&
Title Block"selection.
Title Block Line 6 Printed:11 FEB 2015,7:12PM
Wood Ledger File=C:\C4\CU7228-1\GIA\WOODDE-1\WOODLE-1.EC6
9 ENERCALC,INC.1983.2015,Build:6.15.1.19,Ver:6.15.1.19
KW-06010683 Licensee:Vicente Franco
Description: WOOD LEDGER
DESIGN SUMMARY Design
Maximum Ledger Bending Maximum Bolt Bearing Summary Dowel Bearing Strengths
Load Combination... Load Combination... (for specific gravity&bolt diameter)
+D+L+H +D+L+H Ledger,Perp to Grain 7,500.0 ksi
Moment 73.333 ft-Ib Max.Vertical Load lbs Ledger,Parallel to Grain 7,500.0 ksi
fb:Actual Stress 58.182 psi Bolt Allow Vertical Load 735.49 lbs Supporting Member,Perp to Grain 3,250.0 ksi
Fb:Allowable Stress 1,000.0 psi Supporting Member,Parallel to Grain 6,150.0 ksi
Stress Ratio 0.05818 :1 Max.Horizontal Load 0.0 lbs
Bolt Allow Horizontal Load 1,229.06 lbs
Maximum Ledger Shear
Load Combination... Angle of Resultant 90.0 deg
+D+L+H Diagonal Component 440.0 lbs
Shear 220.0 lbs Allow Diagonal Bolt Force 735.49 lbs
fv:Actual Stress 40.0 psi Stress Ratio,Wood @ Bolt 0.5982:1
Fv:Allowable Stress 100.0 psi
Stress Ratio 0.40 :1
Allowable Bolt Capacity Note! Refer to NDS Section 11.3 for Bolt Capacity calculation method.
Governing Load Combination . . +D+L+H
Resutant Load Angle:Theta= 90.0 deg Ktheta = 1.250 Fe theta = 735.49
Bolt Capacity-Load Perpendicular to Grain Bolt Capacity-Load Parallel to Grain
Fern 7,500.0 Fes 3,250.0 Fyb 45,000.0 Fern 7,500.0 Fes 6,150.0 Fyb 45,000.0
Re 2.308 Rt 2.0 Re 1.220 Rt 2.0
k1 1.301 k2 1.619 k3 0.9012 k1 0.7902 k2 1.142 k3 1.049
Im :Eq 11.3-1 Rd= 5.0 Z= 0.0 lbs Im :Eq 11.3-1 Rd= 4.0 Z= 0.0 lbs
Is :Eq 11.3-2 Rd= 5.0 Z= 1,218.75 lbs Is :Eq 11.3-2 Rd= 4.0 Z= 2,882.81 lbs
II :Eq 11.3-3 Rd= 4.50 Z= 1,761.59 lbs II :Eq 11.3-3 Rd= 3.60 Z= 2,531.26 lbs
Illm:Eq 11.34 Rd= 4.0 Z= 2,027.20 lbs Illm:Eq 11.3-4 Rd= 3.20 Z= 2,918.67 lbs
Ills :Eq 11.3-5 Rd= 4.0 Z= 735.49 lbs Ills :Eq 11.3-5 Rd= 3.20 Z= 1,432.03 lbs
IV :Eq 11.3-6 Rd= 4.0 Z= 805.43 lbs IV :Eq 11.3-6 Rd= 3.20 Z= 1,229.06 lbs
Zmin:Basic Design Value = 735.49 lbs Zmin:Basic Design Value = 1,229.06 lbs
Reference design value-Perpendicular to Grain: Reference design value-Parallel to Grain
Z*CM*CD*Ct*Cg*Cdelta = 735.49 Ibs Z*CM*CD*Ct*Cg'Cdelta = 1,229.06 Ibs
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CHECK CONNECTIONS
Wind load
WL:= 32• psf
Gravity load
TL:= 55 • psf Governs
Check Connection Joist to Beam
Gravity reaction
R _ TL• 8.0• ft• 1.33 • ft =293 IVg 2
Uplift reaction
R WL• 7.5• ft• 1.33 • ft = 160 lbf
RU 2
Use Connector by NU-VUE NVJH26 w/ (10) 10d to Header& (6) 10d to joist
Capacity: Gravity = 2233 Ibf, Uplift = 1213 Ibf.
Florida Approval No. 16294
Check Connection Beam & Post
Use (2) Through Bolt 1/2" at Wood Post and (2) Hilti Kwik Bolt 1/2" at Concrete
Column (3" embed)
Maximum reaction
R :_ (2) • Rg• 5 = 1463 • lbf
2
Through boltw capacity, two bolts, double shear
oe 0 06* SIR
Z2 :_ (2) • (2) • 400 • Ibf = 1600 IV :•• •
Actual is less than capacity. This is safe •• •• ••• ••
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•• •• • • • •• •• •••
Check Connection 2x6 Beam to 2x8 Beam or Wood Ledger
Maximum reaction
6.33 • ft 8.17• ft
Rb := TL• =711 • lbf
2 2
Use Connector by NU-VUE NVJH26 w/ (10) 10d to Header& (6) 10d to joist
Capacity: Gravity = 2233 Ibf, Uplift = 1213 Ibf.
Florida Approval No. 16294
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