RC-14-1050 (2) � lt� Miami Shores Village �e
Building Department MAY 21 2014
10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY:.�_�2
.
Tel:(305)795.2204 Fag:(305)756.8972
INSPECTION'S PHONE NUMBER:(305)762.4949
�D l� FBC 20
ILDING Permit No.
PERMIT APPLICATION Master Permit No.
Permit Type: BUILDING ROOFING
JOB ADDRESS: 95 NW 95th Street
City: Miami Shores County: Miami Dade Zip: 33150
Folio/Parcel#: 11-3101-033-0540
Is the Building Historically Designated:Yes NO X Flood Zone: X
OWNER:Name(Fee Simple Titleholder):Bibiana I Patino Phone#:(786)252-1343
Address:95 NW 95th Street
City: Miami Shores State: Florida Zip: 33150
Tenant/Lessee Name: Phone#:
Email: perpatllc@gmail.com
CONTRACTOR:Company Name: Pirsa Miami Corp Phone#: (786)252-5732
Address: 13715 SW 84th Street#B
City: Miami State: Florida Zip: 33183
Qualifier Name: Alejandro Perez Phone#: (786)252-5732
State Certification or Registration#: CGC 1508748 Certificate of Competency#:
Contact Phone#: 06 252-5-)32 Email Address:",c./SGtA'1 1 11 1 sw ,
DESIGNER:Architect/Engineer: Phone#:
Value of Work for this Permit:$ - /, Square/Linear Footage of Work: 300 Sq.Ft
Type of Work: AAddition ❑Alteration ❑New ORepair/Replace ❑Demolition
Description of Work: New Terrace
Color thru tile:
Submittal Fee$ _Permit Fee$x-31 • CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Bond$
Notary$ Training/Education Fee$ Technology Fee$
Double Fee$ Structural Review$ _
TOTAL FEE NOW DUE$ . 19
• 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 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 absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature � O Signature
er or Agent -1421- �ontractor
The foreg i g instrumentt/was acknd d before me tfi �� The foregoing instrument was acknowledged before me this
day of�,20 Lam,by /A
day of r`a 20 ,by I�be-A"t rD &-,.w o�
who is personally known to me or who has produced who is personally known to me or who has producedP6oqg
As identificatiommidAv4W ar attl .0 F Fru
D DO-1 gdo Sas identification and who did take an oath.
Ri DA
NOTARY PUB '` MERCEDES B. ESPERi9MARY PUBLIC:
MY COMMISSION#EE 1716
EXPIRES June 16,2014
Sign: Sign:
Print: P/�2 -Q�/71 Pri ORR 04
My Commission Expires: �G a My Commi ire# rs'
ota Public State of Florida
Joanna M Feliciano
My Commission FF 082753
er Expires 0 111212018
*#a,kkk�kkN:kkkk#k:kkk*kkak#k*kkkk :kk:k# �*# ,kkKkA**A:*k+k%�k#% &k*sk*kskkkak�k�ksk*kRk*KikK*kkAkkk*kk khkkkk Rkkk #*k.K*
APPROVED BY Plans Examiner
Zoning
Zt 1 Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
S�IORFs
n
•u• Miami shores Village
Building Department
�lOR1Dp 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
CONTRACTORS' REGISTRATION
ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED.
IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR:
A. COPY OF QUALIFIER'S STATE LICENCES
B. COPY OF LOCAL BUSINESS TAX RECEIPT
C. COPY OF LIABILITY INSURANCE*
D. COPY OF WORKERS COMPENSATION INSURANCE*
IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY:
A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER
B. COPY OF LOCAL BUSINESS TAX RECEIPT
B. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL
CONTRACTOR'S TAX RECEIPT.
C. COPY OF LIABILITY INSURACE*
D. COPY OF WORKERS COMPENSATION INSURANCE*
*YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW:
Certificate Holder:
MIAMI SHORES VILLAGE BLDG DEPT
10050 NE 2ND AVE
MIAMI SHORES, FL 33138
Certificate must specify the description of operations or contractor license number.
BUSINESS NAME: / ,4�SA N//1t-Nt
tr.
BUSINESS ADDRESS: 1:57/S- 5Ck-) �'� CITY e
STATE 77L- ZIP CODE 3--,;5(� 3
BUSINESS PHONE: 2 t�2 -5_�?3Z FAX NUMBER( )
CELL PHONE ( ) QUALIFIER'S NAME: ,SIG(a r,_42y Dares
QUALIFIER'S LIC NUMBER:
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
PEREZ, ALEJANDRO
PIRSA MIAMI CORP
1137715 SW 84TH STREET
MIAMI FL 33183
Congratulations! With this license you become one of the nearly one million STATE OF FLORIDA AC# F 50 1 1DEPARTMENT OF BUSINESS AND
Floridians licensed by the Department of Business and Professional Regulation. PROFESSIONAL REGULATION
Our professionals and businesses range from architects to yacht brokers,from
boxers to barbeque restaurants,and they keep Florida's economy strong. CGC1508748 06/02/12 118197111
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. CERTIFIED GENERAL CONTRACTOR
There you can find more information about our divisions and the regulations that PEREZ;, ALEJANDRO
impact you,subscribe to department newsletters and learn more about the PIRSA MIAMI CORP
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. IS CERTIFIED under the proviaiona of Ch.489 Fs
Thank you for doing business in Florida, and congratulations on your new license! expiratim dace: AUG 31, 2014 L12060200296
DETACH HERE
THIS DOCUMENT HAS A COLORED
AC# 615 0 312 STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD SEQ#L12060200296
. • - LICENSE NBR
06 02 2012 118197111 CGC1508748
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date: AUG 31, 2014
PEREZ, ALEJANDRO
PIRSA MIAMI CORP
13715 SW 84TH STREET B
MIAMI FL 33183
RICK SCOTT KEN LAWSON
GOVERNOR SECRETARY
... ...................... . . . .
DISPLAY,4S REQUIRED BY LAW
SNORES
e,,, ,,,,,l" Miami shores Village
Building Department
OR 10050 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Notice to Owner - Workers' Compensation Insurance Exemption
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. In these circumstances,Miami Shores Village
does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore,you may be
personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your
insurance carrier since most property insurance policies DO NOT cover this type of liability.
BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS
CONTENTS.
OwnerContractor
Print Name: J T Print Name:
Signature: 6I 8 J Ak A 1ATIt40 Signature: ezro, 1,Q[C,> c CUA-
State of Florida) State of Florida)
County of Miami-Dade) County of Miami-Dade) y�
Sworn to an s sc ' ed before me this Sworn to ansybscrjhed before me this
day of 20/47 day of 20
l l .
By By
NOTARY NOTARY PUBLIC STATE OF FLORIDA N TARY PUBLIC STATE OF FLORID
OL
(SEAESPERQN (SEAL) :•:��°�N•• PER
Type of Identification produe ''. C�DES Type of Identification lir . ' d 1716
EXPIRES June 16,2014
EXPIRES June 16,2014
•�dbnwr. •
JEFF ATWATER
CHIEF FINANCIAL OFFICER STATE OF FLORIDA
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: 5/9/2013 EXPIRATION DATE: 5/9/2015
PERSON: PEREZ ALEJANDRO
FEIN: 201289530
BUSINESS NAME AND ADDRESS:
PIRSA MIAMI CORP
13715 SW 84TH STREET#B
MIAMI FL 33183
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 sectinr,-ay
not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(17.),F.S.,Certificates of election to be exempt...apply only within."•, :>,p
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 certificatof
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 nai ce 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!nt
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)41;-1500
,,eco 3/12
03/12/2001414
® CERTIFICATE OF LIABILITY INSURANCE /DO
`.�
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)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 CONTACT
NAME:
C.
Pan Am Assurance Agency, Inc PHOIC,NE (305) 270-1424 FAX No,.(305) 270-8997
9100 Sunset Drive EMAIL .carlos@panamassurance.com
INSURER(S) AFFORDING COVERAGE NAIC#
Miami FL 33173-3433 INSURER Amalachian Underwriters Inc
INSURED Pirsa Miami Corporation INSURER 8:
13714 3W 84 Street INSURERC:
Suite B INSURER D:
INSURER E:
Miami FL 33183- 1 INSURER F
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR 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.
INSR TYPE OF INSURANCE POLICY EFF POLICY EXP
LTR POLICY NUMBER MM/D MWD LIMITS
GENERAL LIABILITY CG DS 01 10 01 1/13/2014 1/13/2015 EACH OCCURRENCE $ 1'000'000
X COMMERCIAL GENERAL LIABILITY / / / / DAMAGE TO PREMISES Ea NTEff occurrence) $ 100,000
}� CLAIMS-MADE OCCUR / / / / MED EXP(Any oneperson) $ 5,000
PERSONAL&ADV INJURY $ 1,000,000
GENERAL AGGREGATE $ 2,000,000
GEN'L AGGREGATE LIMIT APPLIES PER: / / / / PRODUCTS-COMP/OP AGG $ 2,000,000
X POLICY F PRO LOC / / / / DED LIABILITY $ 1,000
AUTOMOBILE LIABILITY / / / / COMBINED SINGLE LIMIT
Ea accident
ANY AUTO / / / / BODILY INJURY(Per person) $
ALL OWNED SCHEDULED / / / / BODILY INJURY Per accident) $
AUTOS AUTOS
NON-OWNEDPROPERTY DAMAGE
HIRED AUTOS AUTOS / / / / Per accident $
$
UMBRELLA LIAR OCCUR / / / / EACH OCCURRENCE $
EXCESS LIABCLAIMS-M ADE / / / / AGGREGATE $
DED I RETENTION$ / / / / $
WORKERS COMPENSATION I WC STATU- OTH-
AND EMPLOYERS'LIABILITY _
ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N / / / / E.L.EACH ACCIDENT $
OFFICER/MEMBER EXCLUDED? ❑ NIA —
(Mandatory In NH)
es,
If
E.L.DISEASE-EA EMPLOYE $
ydescribe under
DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $
DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,H more space Is required)
General Contractors
CERTIFICATE HOLDER CANCELLATION
(305) 795-2204 (305) 756-8972
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
ACCORDANCE WITH THE POLICY PROVISIONS.
Miami Shores Village
10050 1E 2 Avenue AUTHORIZED REPRESENTATI E
Miami Shores FL 33138-
ACORD 25(2010/05) C 1988-2010 ACORD CORPORATION. All rights reserved.
INS025(2olw5).ot The ACORD name and logo are registered marks of ACORD
Local Business Tax Receipt
Miami-Dade County, State of Florida
-THIS IS NOT A BILL-DO NOT PAY
5535423
BUSINESS NAME/LOCATtON
P RSA M IAM I CORP RECEIPT NO,
13715 SW 84 ST B RENEWAL EXPIRES
MIAMI,FL 33183 5775888 SEPTEMBER 30, 2014
Must be displayed at Place of business
Pursuant to County Code
Chapter 8A-An.9&10
OWNER
PIRSA MIAMI CORP SEC.TYPE OF BUSINESS
196 GENERAL BUILDING PAYMENT RECEIVED
Worker(s) CONTRACTOR BY TAX COLLECTOR
1 CGC1508748 90-00 12/302013
This local Braixass Tax Receipt eely eenirrs , 0223-14-002682
pewit of a eertiiea6on of the holder's pnalife�bo���A`e Local Business Tax.The Receipt is not a license,
ar loose-teetotal revelatory laws aad repairereet'to do b apply Holder r
est cengly Wilk any governmental
The RECER'T N0.shave 11831 he di pp Y the hnsineas.
M displayed oa all commercial
vehicles-
For ren Inter nation, all Miari-Dade Code See 8a�276.
w�1_Mia��3�tiivl e 1•
♦5NoRFs yi
N..■ .....� Miami shores Village
Building Department
XOR 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
RECEIPT
PERMIT#: /`f ® � DATE: d /
Z
(NAME)
ontractor
❑ Owner
❑Architect
Picked up 2 sets of plans and (other) /
Address: e?6 /t(A) Is !74^
From the building department on this date in order to have corrections done to plans
And/or get County stamps. I understand that the plans need to be brought back to
Miami Shores Village Building Department to continue permitting process.
Acknowledged by: n� /
11 (Signature)
PERMIT CLERK INITIAL:
ad—
RESUBMITTED DATE:
PERMIT CLERK INITIAL:
• 4
5tloeEs G!t
Miami shores Village
Building Department logo J_ �
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204 IORiDA
Fax: (305) 756.8972 Y "^
June 6, 2014 `
Permit No: RF14-1050 ,
�Yyss t
Building Critique
1 . Pending structural and zoning approval.
Ismael Naranjo, Building Official
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re-submittal drawings.
,SNORES G
Miami shores Village
161Building Department � „ 111111"
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204 ORIDp'
Fax: (305) 756.8972
Page 1 of 1
Permit No: tL
Structural Critique Sheet
'S
co C,s. w� 'r,•- o�Ls ��j ,
t,o IL--t CU-42—
G� r„r.e.& A C
NDS
r�
STOPPED REVIEW
Plan review is not complete,when all items above are corrected,we will do a complete plan review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and include one
set of voided sheets in the re-submittal drawings.
Mehdi Asraf
SNpREs Gr!
Miami shores Village
Building Department logos, n1 �
10050 N.E.2nd Avenue
Miami Shores, Florida 33138 L�Far �y�
Tel: (305) 795.2204 ��OR1DP`
Fax: (305) 756.8972
June 6, 2014
Permit No: RC14-1050
ELECTRICAL REVIEWER COMMENTS
1 . Need electrical permit application.
Michael Devaney
Chief Electrical Inspector
Plan review is not complete, when all items above are corrected, we will do a complete
plan review.
If any sheets are voided, remove them from the plans and replace with new revised
sheets and include one set of voided sheets in the re-submittal drawings.
,SHOC.193
RES
r i I i 14
Miami Shores Village
I
Building Department
artment
�'�otitDP
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
MIAMI SHORES VILLAGE
NOTICE TO BUILDING DEPARTMENT
OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER
THE FLORIDA BUILDING CODE
I(We)have been retained by " KI" to perform special inspector services under
the Florida Buildi g Code at the project on the below listed structures as of
10 I (date).I am a registered architect or professional engineer licensed in the State of Florida.
PR CESS NUMBERS:_ izt! 14
❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20)
❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2)
❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4)
❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2)
91 SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1 (R4404.4.3.1)
❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12)
❑ SPECIAL INSPECTOR FOR
Note:Only the marked boxes apply.
The following individual(s)employed by this firm or me are authorized representatives to perform inspection
3. 4.
*Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or
licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional
engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an
architectural education program;successful completion of the NCEES
Fundamental Examination;or registration as building inspector or general contractor.
I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection
services.
I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site
for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida
Building Code, must be performed by the County.The Village building inspections must be called for on all mandatory inspections.
Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the
DepartmenkgWffth 1 V4M completion of the work under each Building Permit I will submit to the Building Inspector at the time of
final in��t lowgi)plP.�40�jispection log form and a sealed statement indicating that, to the best of my knowledge, belief and
profgNi P fyd@RWt j• Mons of the project outlined above meet the intent of the Florida Building Code and are in
s with jt pl rpved plans.
Si d Seale •; = Engineer/Architect
Name « *
(PRINT)
••• S�P�� "���` Address-
p�,t�C�Q•••� �•L� �� Phone No. ` s
FSSIOW":
Created on 6/1d/md
19630 FRANJO RD. BOUNDARY SURVEY PHONE:(305) 283-0632
CUTLER BAY, FL. 33157 SCALE: 1" = 20' FAX: (305) 259-5769
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a4m ON THE Fum INSURANCE RATE MAP OF THE FEDERAL EMEfma MAPMIpp,EM AGENCY GATEDosCERTIFIED TO FIELD WORK REVISIONS
REVISED ON 09/11109 THE LEMON OESGRIM PROPERTY IS WUATED WMHIN ZONE x 61 RANA PAWING DAIS; 04/30/20 4 GATE;
RASE FLOOD ELEVATION N/A COM MILOM-124l6z!Y PANEL.NUMBER 0302 SUFflX L NU WORD TIRE. LLC RIMS CERTIFIES THAT THIS SHWEY OF THE PROPERTY
LEGAL NOTES FTDEIJTY NATIONAL Ti1LE INSURANCE COMPANY OCSWAW MOWN WAS MADE UIOER MY"BMW
THIS SURVEY WES NOT REFLECT OR DETUME OMIERSIIP. EQUITY MORTGAGE RANKERS, LLC ARO THAT THE SAME MEETS THE MWWUM TECH IWX
OWNNATON OF THE ABSTRACT OF TRE MLL HAAVEE TO BE MADE TO OEWWW RECORDED SWARDS SET FORM BY THE FIONON BOARD OF
INSTRUMENTS,IF ANY,AFFECTING THE PROPERTY.THIS SURVEY IS SUBJECT TO OGWATKNIS, ITS SUCCESSORS ANO/OR ASSKiNS &M AYORS ANO MAPPERS IN CHAPTER 61017-6.FLORIDA
LMRATONS,RESTRICTIONS,RESERIATONS OR EASEMM OF REWRD.LEGAL DESCRIPTIONS AOMH9IRATNE CODE,PURSUANT TO SECTION 472.027,
PROVIDED BY CLEM.THE LVSLRY OF THIS AWAY IS LUTED TO THE COST OF THE SLIRWY. FLORIDA STATUTES.
INOERGROLNO OICROACIMOM IF ANY.ARE NOT SOWL THIS FIRM INNS NOT ATTEMPTED TO
LOCATE FwnNa ANO/OR FDUNOATONS AO/OR UEOERCRO m IMPROVEMENTS OF
ANY NATURE.F SOWL SEARNOS ARE REFERRED TO AN ASSUMED M RDWL IF SOMI,
ELEVAYWHS ARE REFERRED TO WONA OF 1629.THE CLOSIM N THE BOANOARY SURVEY IS
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FOR THOSE PURPOSES A TOPOOR"W SURVEY 6 RE000ED.FENCE OMNEWV HOT DETERMINED MIGUEL JESUS GARAY P.S.M 6594
This AIMy He not o0...°by PFDNANINNM labOV ORDER No. 14-129 IKN 1RLD MINOUT M RNONI10MNE AND M ONWIL MW NDL OF A
FLOM NLDOW I N KNVR AND MIPPu
LEGEND AND ABBREVIATIONS
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A .AMC OUfi1= F.H. .HIE NIOIMYR KONA .IAIINML O[OOEW VDOICAL OI11m R MOATS PAC. PONT OF 00006-000W
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car. +00Na1[TE (R t PO +REDOW t WARM PA .FROPOW UNE SMte
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19630 FRANJO RD. BOUNDARY SURVEY PHONE:(305) 283-0632
CUTLER BAY, FL. 33157 SCALE: 1" = 20' FAX: (305) 259-5769
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(80.00' TOTAL R/W)
BALD ON TK FLOOD MSUIRANC E RATE MAP OF THE FEDERAL EMERWNT MANAMIIE NT AGENCY DA70 OF CERTIFIED TO: FIELD WORK REVISIONS
REVISED ON 09111/09 THE FINN DIESO Im PROPERTY IS STRIATED WTTIN ZONE x BIBIANA PATINO DATE: 04/30/20 4 DATE:
BASE FLOOD ELEVATION _NLA_COEMAUWTY 12=PANEL!TIMBER 0302 SUFFW L NU WORLD 1TTLE, LLC TNIS CERTIFIES THAT THIS SURVEY OF THE PROPERTY
LEGAL NOTES FIDELITY NATIONAL TTT E INSLIRANC£COMPANY OESCWED HEREON WAS MADE UNDER W SUPER WISION
1N5 SURVEY DOES NOT REFLECT OR DETERMNE OWERSIMP. EOLMY MORTGAGE OMIXERS. LLC AM THAT TW SAW MEETS TE WWNAW TJCNNCAL
STANDAO MMIM OF TIE ABWT OF TITLE WILL NAVE TO K MADE TO DETERMINE RECORDED IDS Foam MY FLORIDA HOAR-OF
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LRRFATIONS,WOODROW.RFSEI M 706 OR EAMIEMS OF RECORD.LDDAL oESCCAPIIIOI6 I E CODE.PURSRW/f ro SEC710NI 472.027.
FLORIDA 9FAUES.
PRDVIOED BY CLR]If.THE 1LABIJIY OF TIS SWIVEY 6 tAnED TO THE COST OF THE SURVEY.
IIDEROROLMD ENCROACHMENTS.IF ANY.ARE NOT SHOWL TM FIRM IAS NOF ATTEIFIED TO
LOCATE FOOTM AND/OR FOIMM106 NTD/OR UNDERGROUND IIPROVEHENS OF
ANY NATURE F S OO.BEARINGS APE REFERRED TO AN ASSUMED MERIDIAN.IF SHOWN.
ELEVATORS ARE REfERED TO N.O.VD.OF 1DYD.THE CLOSURE W TW MOUIOARF SURVEY IS -
ADOVE IAODDD.THE SU WY 6 NOT INTENDED FOR NEM*R DESIGN FOR`aa'RUCTION aRm°SES' MIGUEL JESUS GARAY P.S.M 6594
FOR THOSE PURPOSES A TOPOGRAF411C SURVEY 6 IEOINRED.FENCE OWIERSNIP NOT DETERMINED
TMI,x-y Ib Amt Car..d'by Pa.•I«md ORDER No. 14-12 NOT We WHOUT THE SAMM AMO RR:DAIOMML IMNI u OF A
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LEGEND AND ABBREVIATIONS
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CA .CORER LINE P.OA. .POM OF NDMMD MY .SIMV
CONC. .OOIIGEE (R t ADDOID k MEATUED PA PROPERTY UE SDERMK
01E fRDINOE 1MIIIV7WIR oR0lM .alw4ION N.T.A .NOT TO BOND
CFN: 20140335116 BOOK 29144 PAGE 4132
DATE:05/09/2014 11:05:18 AM
DEED DOC 1,875.00
HARVEY RUVIN,CLERK OF COURT, MIA-DADE CTY
Prepared By and Return To:
Karina Zuleta
Nu World Title,LLC.
3785 NW 82 Ave,Suite 403
Doral,FL 33166
File No. 141253
Properly Appraiser's Pamel 1.11(fblio)Nurnber(s)
11-3101-033-0540
WARRANTY DEEB
THIS WARRANTY DEED dated May 1,2014, by Rolando Hernandez a married man,whose post office
address is 16765 NW 86th Court, Miami, FL 33016, hereinafter called the grantor, to Sibiana Patino a
married woman, whose post office address is 95 NW 95th Street, Miami, FL 33150, hereinafter called
the grantee:
(Wherever used herein the terms "grantor" and "grantee" include all the parties to this
instrument and the heirs,' legal representatives and assigns of individuals, and the
successors and assigns of corporations)
WITNESSETH: That the grantor,for and in consideration of the sum of$312,500.00 and other valuable
consideration, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises,
releases, conveys, and confirms unto the grantee, all the certain land situated in Miami-Dade County,
Florida,to wit
As shown on Exhibit which is attached hereto and incorporated herein by reference.
Subject to easements, restrictions, reservations and limitations of record, if any,
TO HAVE AND TO HOLD the same in Fee Simple forever.
AND the grantor hereby covenants with said grantee that the grantor is lawfully seized of said land in-fee
simple; that the grantor has good right and lawful authority to sell and convey said land; that the grantor
hereby fully warrants the We to said land and will defend the same against the lawful claims of all
Persons whomsoever; and that said land is free of all encumbrances, except taxes-accruing
subsequent ID: December 31, 2014
Wwwty Owd OndviWii to trovidual
� a
CFN: 20140335116 BOOK 29144 PAGE 4133
WARRANTY DEED
(Continued)
IN WITNESS WHEREOF, the said grantor has signed and sealed these presents the day and year first
above w ritten.
ivered in the presence of. ;!
natu ) Rol. emande
i`
16765 NW 86th Court
yk (Address)
(Witness rej Miami, FL 33016
(Address)
STATE OF Florida
COUNTY OF Miarni-Dade
1, Karina Zuleta, a Notary Public of the County and State first above written, do hereby certify that
Rolando Hernandez personally appeared before me this day and acknowledged the due execution of
the foregoing instrument.
Mmy hand an o ial seal,this the 1 st day of May, 2014.
Public
My Commission Expires_
KARINA ZULETA
v r,
MY COMMISSION#EE085381
(SEAL) EXPIRES Apr#18,2015
ase�►tsa Rorwdromiysen,ieecom
watrapti Dwd(Indmus b Nwirkksp
`51%URFs
7
R ,,...v rami Shopeli Villa e
-TE it®,,� 10050 N.E. SECOND AVE.
�LORlDA MIAMI SHORES, FLORIDA 33138-2382
Telephone: (305) 795-2207
Fax: (305) 756-8972
DAVID A. DACOUISTO, AICP
PLANNING&ZONING DIRECTOR
DEVELOPMENT ORDER
File Number: PZ-3-14-201486
Property Address: 95 NW 95 Street,Miami Shores,FL.33150
Property Owner/Applicant: Rolando Hernandez and Bibiana Patino
Address: 95 NW 95 Street, Miami Shores, FL.33150
Whereas, the applicant Rolando Hernandez and Bibiana Patino, (Owner), has filed an
application for site plan review before the Planning Board on the above property. The
applicant sought approval as follows: Special site plan review and approval. Addition,
covered terrace.
Whereas, a public hearing was held on April 24, 2014 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 construct a 300 sq. ft. flat roof covered terrace.
2) Applicant to obtain all required building permits before beginning work.
3) 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.
4) Applicant to meet all applicable code provisions at the time of permitting.
Pagel of 2
DO PZ-3-14-201486 Hernandez
5) 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.
The application with conditions was passed and adopted this 24th day of April, 2014 by
the Planning and Zoning Board as follows:
Mr. Abramitis YES
Mr. Busta YES
Mr. Reese YES
Mr. Zelkowitz ABSENT
Chairman Fernandez YES
X?
Date T7 and M. Fernandez,'
hairman,Planning B and
r
Page 2 of 2
DO PZ-3-14-201486 Hernandez
�SHoREs Dr J R
I
logo
�_ Ilium?' Miami shores VillageIBY:
_- Building Department
��ORIDp'
SRC F TXTFD 10050 N.E.2nd Avenue
Miami Shores, Florida 33138
JUN 1 1 2014 j Tel: (305) 795.2204
Fax: (305) 756.8972
BY:
VILLAGE
NOTICE TO BUILDING DEPARTMENT
OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER
THE FLORIDA BUILDING CODE
I(We)have been retained by F�l T:� to perform special inspector services under
the Florida Buildi g Code at the c project on the below listed structures as of
(date). I am a registered architect or professional engineer licensed in the State of Florida.
PR CESS NUMBERS: 1Z ry
❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20)
❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2)
❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4)
❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2)
12 SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1)
❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12)
❑ SPECIAL INSPECTOR FOR
Note:Only the marked boxes apply.
The following individual(s)employed by this firm or me are authorized representatives to perform inspection
3. 4.
*Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or
licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional
engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an
architectural education program;successful completion of the NCEES
Fundamental Examination;or registration as building inspector or general contractor.
I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection
services.
I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site
for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida
Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections.
Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the
Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of
final inspection the completed inspection log form and a sealed statement indicating that, to the best of my knowledge, belief and
professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in
substantial accordance with the approved plans.
Signed ago6eale4ii,, Engineer/Architect
\WEZ-/,o Name E' #��'1 r-.C� )4
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•• 4% Address 71 4,0
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TERRACE ADDITION FOR
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MR. ROUNDO UERNANDEZ :::::: ': •
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95 N.W. 95TU. ITREET,
MIAMI 11HOREl, EL.
J05'NUMBER
CONSULTING ENGINEERS, P.A
CIVIL /STRUCTURAL U-016-0"
FE.22249 CAOM5512
1220 5111.391h TEWACE MIAMI,FLORIDA 33153
TEL- (305)262-6225 FAX-005)262-2014
E-mail: crlar6cfcr4,un+bellaca:t},net
ORLANDO M. FORTUN CONSULTING ENGINEERS P.A. O
7220 S.W. 39TH. TERRACE, MIAMI, FL. 33155 �p
P.E. NO. 22249 CA- 0005512 O
project number 14-016-029
project name HERNANDEZ' TERRACE ADD'N 95 N.W. 95TH. ST., MIAMI SHORES, FL.
J
AS PERMITTED BY FLORIDA ADMINISTRATIVE CODE, SECTION 61615-23.002(2) THIS
COVER PAGE HAS BEEN SIGNED,SEALED AND DATED ASSUMING RESPONSIBILITY FOR lU
10 PAGES OF THE RESPONSES AND CALCULATIONS LISTED BELOW:
TABLE OF CONTENTS —e
�`
W
MARK D E S C`R I P T I O N PAGES OF Z
DESREF DESIGN REFERENCES D-1 • P.•••�,��`
F NP
DESLDS DESIGN LOADS D-2
11
WIND LDS. DESIGN OF ROOF WIND UPLIFT LOADS 1
0%
ROOF JOISTS DESIGN OF ROOF JOISTS 2 TO 3
_ Z
ROOF BEAMS DESIGN OF ROOF BEAMS 4 TO 5
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IL
BLOCK COLUMN DESIGN OF BLOCK COLUMN 6 TO 7 N 4
W
FOUNDATION DESIGN OF FOUNDATION 8
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MecaWind Pro v2 . 2 . 3 . 5 per ASCE 7-10 'o
Developed by MECA Enterprises, Inc. Copyright www.*neca'ntercrise3.c"m r
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Date 5/11/2014 Project No. 14-016-029 �(
Company Name : ORLANDO M. FORTUN, CONS. ENGS. Designed By : O.M.FQRTUN, P.E. ry
Address 7220 S,W, 39TH, TERRACCE, Description TERRACE ADDITION r j
City MIAMI Customer Name ROLANDO HERNANDEZ t /
State FLORIDA Proj Location 95 N.W. 95TH. ST. MIAMI SHOR S
Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) LL
BasicWind Speed(v) = 175.00 mph
Structural Category = II Exposure Category = C
Natural Frequency = N/A Flexible Structure No LW
U
Importance Factor = 1.00 Kd Directional Factor = 0.85
Alpha = 9.50 Zg = 900.00 ft O
At = 0.11 Bt = 1.00
Am = 0.15 Bm = 0.65
Cc = 0.20 1 500.00 ft
Epsilon = 0.20 Zmin = 15.00 ft
Slope of Roof = 0.2499311 12 Slope of Roof(Theta) = 1.19 Deg
Ht: Mean Roof Ht = 10.15 ft Type of Roof = MONOSLOPE
RHt: Ridge Ht = 10.30 ft Eht: Eave Height = 10.00 ft
OH: Roof Overhang at Eave= 1.50 ft Overhead Type = Overhang
Bldg Length Along Ridge 19.50 ft Bldg Width Across Ridge= 14.50 ft
Gust Factor Calculations (�J�
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use.0.85 = 0.85.
Gust Factor Category II Rigid Structures - Complete Analysis In
Zm: 0.6*Ht = 15.00 ft
lzm: Cc*(33/Zm)^0.167 = 0.23
Lzm: 1*(Zm/33)^Epsilon = 427.06 ft 3
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.95
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)} = 0.90 Z m
M
Gust Factor Summary
C,)
Not a Flexible Structure use the Lessor' of Gustl or Gust2 = 0.85 Q IL
a )
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi d
GCPi Internal Pressure Coefficient = +/-0.55 Q 41333 W
Reduction Factor for Large Volume Buildings, Ri INC 9F.
Aog: Total Area of Openings in Bldg Envelope = .00 ft^2 Z `r
Vi: Unpartitioned Internal Value _ .00 ft^3 &. V A
Ri: 0.5*((1+1/(1+(Vi/(22800*Aog))^0.5)) (Egn. 6-16) = 1.000 LU
Notes.: 1) +GCpi = +0.55 Ri IL
Notes: 2) -GCpi = -0.55 * Ri O s
Wind Pressure on Components and Claddinggno
••
n i ;h, 1. Zre. �.,t•d s.
g , ... r_ a -_ a-: t.r • • ii
Width of Pressure Coefficient Zone "a" _ = 3.00 f�•�••• ••• a
Description Width Span Area Zone Max Min Max P •Idn•P• •
ft ft ft^2 GCp GCp psf •pat•• ,•, aC
----------------------�-----------------------------------
JOISTS 1.33 14.50 70.1 1 0.22 -0.92 25.98 •r94,7.4) • •.�•••
1.33 14.50 70.1 2 0.22 -1.21 25.98 -59.6*7 ••• +•
1.33 14.50 70.1 3 0.22 -1.36 25.98 "64.*91 • V ••••••
LL
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ORLANDO M.FORTUN,CONS.ENGS.P.A. Project Title:
7220 S.W.39TH.TERRACE, Engineer: Project ID:
MIAMI FLORIDA 33155 Project Descr.
CA-0005512
ORLANDO M.FORTUN N
P.E.22249 SP.INSP.369 P:r yaw_ 14.2:46PM
Wood BeamFile 0Users\0RLAND-100CUME-11EN 114F9
ENERCALC,INC.1983-2014,Bui 26,Ver.6.14.1:26
r.00. ORLANDO M.FORTINs
Description: 14-016-029 JOISTS 2 X 12 @ 16 '
CODE REFERENCES
-------------- -----
Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10
Load Combination Set ASCE 7-10
Material Properties
Analysis Method: Allowable Stress Design Fb-Tension 1350 psi E:Modulus of ElastiAlli
Load Combination ASCE 7-10 Fb-Compr 1350 psi Ebend-xx W 1400ksi
Fc-Prll 1600 psi Eminbend-xx O 510ksi
Wood Species : Southern Pine Fc-Perp 480 psi _
Wood Grade : :No.2 Non-Dense: 2"-4" Thick 2" 4 Fv 175 psi
Ft 775 psi Density 15.44pcf
Beam Bracing : Beam is Fully Braced against lateral-torsion buckling
Q
1)(0-030)Lr 0:040
—T--- — -- --r�_S--- •
—" 2x12 UIx 2
Span=14.50 ft E 3.0 ft
ZWIL
Applied Loads _ _ Service loads entered. Load Factors will be appl c IctiQos. o
.------- - ---- - - - -00 a -
Beam self weight calculated and added to loads
Loads on all spans... X11 0 u
Uniform Load on ALL spans: D=0.030, Lr=0.040 klft p
DESIGN SUMMARY • n
Maximum Bending Stress Ratio = 015021 Maximum Shear Stress Ratio = Z3. 5 °�
Section used for this span 2x12 Section used for this span p( 2 1
fb:Actual f :Actual W 9 u
FB:Allowable 1,350.00psi Fv:Allowable X 17 Otos
Load Combination +D+Cr+H. Load Combination C r
Location of maximum on span = 6.966ft Location of maximum on span .. 360
Span#where maximum occurs = Spam#1 Span#where maximum occurs. '.. a # .....
Maximum Deflection •• •
Max Downward L+Lr+S Deflection 0.145 in Ratio= 1203 .•.... '.. or
Upward L+Lr+S Deflection -0.085 in Ratio= 848 ...;..
Max Downward Total Deflection 0.268 in Ratio= 649 • • •
Max Upward Total Deflection -0.157 in Ratio= 456 • • •
_ Ll.
Overall Maximum Deflections•Unfactored Loads
Load Combination Span Max.""Defl Location in Span Load Combination ' lv�ax."+'�efl. tion in pan
D+Lr 1 0.2681 7.209 •••` i 0.0000• T 3,;w
2 0.0000 7.209 D+Lr -0.15723.000
Vertical Reactions-Unfactored Support notation:Far left is#1 Values in KIPS Q
Load Combination Support 1 Support 2 Support 3 INC
Overall MA)Cimum 0:515 ---0.783 ----_ ___ _ .W
Overall MINimum 0.237 -0:361; V
D Only rVM 0Mr 0
8 1 0240.27
Lr Only
D+Lr 0.515 0.783 3 �,r t ! W
GO TO
ORLANDO M.FORTUN,CONS.ENGS.P.A. Project Title:
7220 S.W.39TH.TERRACE, Engineer: Prosect ID:
MIAMI FLORIDA 33155 Project Descr:
CA-0005512
ORLANDO M.FORTUN O
N
P.E.22249SP.INSP.369 Pr;to +Av a 2asPM
WOOC� @1fY1 Fife=caUsersIORLAND-11DOCUME-11EN -114F9F
ENERCALC,INC.1983-2014,Build: 1 6,Ver.6.14.1.26
i.1�. 12 Licensee ORLANDO M.FOR"7 •
Description: 14-016-029 JOISTS 2 X 12 @ 16
l.a
1.3
OJ LL
ItsN
F 0.2
BEAM.-sem
-0.3
1.62 3.32 5.02 - 6,72 8.42 10.13 11.83 13.53 IS 16.91
. Distance(ft) -
■+D+H
�9+ ■+D+S+M ■+D+0.75D .+D.7SD +H + +D.75DS+H 2D40.60W+H +D+0.70E+H D+D.7S00+0.7S0L+DAS0W+H ■+D+D.7SDL+D.7Sb5+D.4SDW+H ■+D+0.75DL+D.7SD5+0.
C 6DW+D.6DN
■+0.60D+0.70E+0.6DH -
0.5.
0.3
�t
BEAM-
.03. LL
r
1.62 - 3.32 SAY 6.72 8.42 10.13 11.83 13.53 S
Distance(ft) .
■+D+H. ■+D+L+N ■+D+L-+H ■+D+S+H ■+D+0.75 D L.+D.7SDL+H !+D D +D. I
+D+D.BOW+M f+D+D.70E+H ■+D+D.75 DI�+D.7SDI+D.dSDW+H ■+D+D.TSOL+D.7565+0 ASDW+H l+D+0.T50L+D.TSD5+D.52SDE+H/+DD D +
/+D.6DD+D.70E+6.6DH.
0.16 m e
m
0 i
BEAM
W $y
w m
os7n.
1.62 3.32 5.02 6.72 8,42 10.13 11.83 1353 '1 .6 9
Distance(ft) O
a DO-N/L-a•1„/o+L' 93
r
•• O
•• • . J
•
U. •
. ••••••
•• . . • •
Q
Q
GL
DL
w
F-
ORLANDO M.FORTUN,CONS.ENGS.P.A. Project Title:
7220 S.W.39TH.TERRACE, Engineer: Proiect ID:
MIAMI FLORIDA 33155 Project Descr:
CA-0005512
ORLANDO M.FORTUN
N
P.E.22249 SP.INSP.369 P 0I -MA_ ia,zszpPa
COIICrete B@altl File=caUserslORLAND-11DOCUME-11EN 114F9
ENERCALC,INC.1983-2014,Bui . 26,Ver: .14-26
0.00. ORLANDO M.FORPCO
Description: 14-016-029 ROOF BEAMS RB-1,2,3 CANT. qt K51
CODE REFERENCES
Calculations per ACI 318-11, IBC 2012,ASCE 7-10
Load Combination Set,ASCE 7-10 j
Material Properties _ _ _ U_
fc 1/2 = 3.0 ksi Phi Values Flexure: 0.90
fr= fc ' 7.50 = 410.792 psi Shear: 0.750
yf Density = 145.0 pcf R 1 = 0.850
k LtWt Factor = 1.0
Elastic Modulus = 3,122.0 ksi Fy-Stirrups 40.0 ksi
fy-Main Rebar = 60.0 ksi E-Stirrups = 29,000.0 ksi
E-Main Rebar = 29,000.0 ksi Stirrup Bar Size#_ # 3
Number of Resisting Legs Per Stirrup= 2 •
Load Combination ASCE 7-10 .",, '
FROM yj
IC'y 8 in
0 0.270 Lr 0.320
i
8"w x 12"h - .. 8"w x 12"h Z8' Nx 2"
6
.Span=10.Oft - Span=10.0 ft WY3 Bn=3.01p p
4
0 LL
Cross Section&Reinforcing Details
Rectangular Section, Width=8.0 in, Height=12.0 in Zz
Span#1 Reinforcing.... O n
245 at 2.50 in from Bottom,from 0.0 to 10.0 ft in this span 245 at 2.50 in from Top,from 0.0 to 10,0 ft in this s ~s
Span#2 Reinforcing.... W L)uii S
245 at 2.50 in from Bottom,from 0.0 to 10.0 ft in this span 245 at 2.50 in from Top,from 0.0 to 1.0.0 ft in this s a-
Span#3 Reinforcing.... Q
245 at 2.50 in from Bottom,from 0.0 to 3.0 ft in this span 245 at 2.50 in from Top,from 0.0 to 3.0 ft in this • (off
Applied Loads Service loads entered.Load Factors will be appt C1CffAt1dh;!'
Loads on all spans... - --- •• •• �� IV D=0.270, Lr=0.320 •• �•• ••Uniform Load on ALL spans: D=0.270; Lr=0.320 k/ftDESIGNSUMMARY Maximum Bending Stress Ratio = 0.394: 1 Maximum Deflection
Section used for this span Typical Section Max Downward L+Lr+S Deflection ••;•U009 in: 1291 b•••-
Mu :Applied -9.51 Q k-ft Max Upward L+Lr+S Deflection •• •t�.002 in•R 36022••:•
Mn'Phi:Allowable Max Downward Total Deflection ••••0017 in R - 7002 •
24.116 k-ft
Max Upward Total Deflection : •-0;004 in•R t+z= 195969*:*
Load Combination +1.20D+1.60Lr+0.50L+1.60H .. O• -
Location of maximum on span (][Zoft .0. �-I .....:
Span#where maximum occurs Span#2 •• 1f'! •
Cross Section Strength&InertiaTop&Bottom references are for tension si ++2's n
----- -- ---- --------------- ------ -- -- - --- ----- -
Max Mu (k-ft) Phi'Mn (k-ft) Moment afte tia (in^4)
Cross Section Bar Layout Description Bottom Top Bottom Top I gross 03c tom Icr-Top
Section 1 2-#5 @ d=9.5",2-#5 @ d=2.5", 0.00 0.00 24.12 24.12 1,152.00 1 .57 316.57
Section 2 2-#5 @ d=9.5',2-#5 @ d=2.5', 0.00 0.00 24.12 24.12 1,152.00 1 .57 316.57
Section 3 2-#5 @ d=9.5",2-#5 @ d=2.5", 0.00 0.00 24.12 24.12 1,152.00 W1 .57 316.57
Vertical Reactions-Unfactored Support notation:Far left is#1
- --- --------------------------------------- ------------------------ -- ---------
Load Combination Support 1 Support 2 Support 3 Support 4
Overall MAXimum 2.279 6.977 4.314 GO TO
Overall MINimum 1.043 3.193 1.974 m '
D Only 1.043 9 1.974 _ j
ORLANDO M.FORTUN,CONS.ENGS.P.A. Project Title:
7220 S.W.39TH.TERRACE, Engineer: Project ID:
MIAMI FLORIDA 33155 Project Descr: _
CA-0005512 GO TO tr
ORLANDO M.FORTUN
P.E.22249SP.INSP.369 € _ P101 'AAY ,1a,r52PN1
Concrete Beam File=c:Wsersk0RLAND-11D0CUME-11E 1114F9
ENERCALC,iNC.19832014,Buil. 26,Ver.6.14.1•.26
066I1. - ORLANDO M.FORT64 •
Description: 14-016-029 ROOF BEAMS RB-1,2,3 CAt T.
Vertical Reactions-Unfactored Support notation:Far lett is#1
Load Combination Support 1- Sup rt 2 Support 3 Support 4
Lr Only 1.23,6 --- ---2.340 - ----- - -
D+Lr 2.279 6.977 4.314
LL
Overall Maximum Deflections-Unfactored Loads
Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl L cation in Span
D+Lr --- --- -.1 .---- 0.0171 - ---- 4.250 D+Lr _.. _----------__ _-0.0001 it
D+Lr 2 0.0090 5.750 D+Lr -0.0002 O 10.075
3 0.0000 5.750 D+Lr -0.0037 N 3.000
6 SH
2
..
BEAM_
- .2.17 -- 4.42 6.67 8.92 11.17 13.42 15.67 17.92 zL23 22.48
Distance(n) r�
•+1.40D+1.60N- - ■+1.26 D+6.SDL�+1.60 L+1.60H ■+1.ZDD+1.60L+D.SDS+1.&OX ■+1.LDD+S.BQL�+6.5DL♦1.60M •+1.200+1.6DL,+D.SOW+1.66" •+ AM+ .SOL
*'A+1.ZOD+1.605+O.SOW+1.66H •+1.ZOD+D.SOL-+D.SDL+W+1.60X•+1.20D+O.SOL+O.SDS+W+I.6DH ■+1.ZDD+O.S DL+D.26S+E+1.66" ■+O.9OD+W+0.9DH ■+ .4DD+ +0. OX
5
2.
BEAM-
5
- - 2.17 4.42 8.92 11,17 13.42 15.67 17.92 0 2 T�� kl
DL S�
Distance(rt) A�,
■+I 4DD+1.60H ■+1.2 OD+O.SOL�+1160L+1,60H ■+1.LOD+1.601+O.SDS+I.6DH ■+1.2 DD+1.60 L�+D.SDL+1.60M 9+1.ZDD+I.6DL'+D.SDW+LSOH •+1 50 +1. OM Y1
'd+1.20D+1,bD5+O.SDW+I.BDH •i1.2DD+D.S DLA+O.SDL+W+1.66H•+1.26D+D.5 DL+0.SDS+W+1.6 D" ■+1.2DD+D.SDL+D.2D5+E+1.bDH. •+D.9DD+W+D.40M f+ + +D D" U1 .m..
m
U1 as
0.004 0
r
BEAM...»
-0.002
-0.007 • • •
-0.012
i _T
• • •
• Y•
-0.017
:.1,25 32S 5.25 7.25 9.25 12.25 14.25 16.25 •111..••: 20.4• �• 1.88 09901.00
Distance(R) - •• •• • ••••••
•DO-ly•D+L-■DO-ly■L-0-1y•D+Lr ;L '
Z0.0000 _
•• ..
.. o
0
a
W
V
Q
CL
DL
W
H
ORLANDO M.FORTUN,CONS.ENGS.P.A. Project Title:
7220 S.W.39TH.TERRACE, Engineer: Project ID:
MIAMI FLORIDA 33155 Project Descr.
CA-0005512 .6
ORLANDO M.FORTUN N
P.E_22249SP_INSP.3fi9Pr qi MAY ,a 259PM
MaSOt1 CO�U(1tn
File=c:\Users\ORLAND 1\DOCUME-11EN 114F9F
Masonry ENERCALC,INC.1983-2014,Buil 6,Ver.6.14.1.26
0.00. ORLANDO M.FOR T,94 COt'GL;L-.;;;G
Description: 14-016-029 BLOCK COLUMN 12 X 12 4
.a
Code References
Calculations per ACI 530-11, IBC 2012, CBC 2013,ASCE 7-10
Load Combinations Used :ASCE 7-10
General Information _ _ _ I.
Materia!Properties Column Data -------- ----Analysis Settings ----- ---_--- N - -----
F'm = 1,500.0 psi Column width along X-X = 11.625 in Analysis Method = Working Str Q sign
Fr-Rupture = 75.0 psi Column depth along Y-Y = 11.625 in O
Em=fm* = 900.0 End Fixity Condition = Top Pinned, Pinned
Column Density = 130.0 pcf Longitudinal Bar Size = # 5 0 Overall Column Height - 10.0
Bars per side at+Y&-Y = 2
Rebar Grade = Grade 60 Construction Type Solid Grouted Holncrete Masonry
Fy-Yield = 60000 psi Bars per side at+X&-X = 2
Fs-Allowable = 32,000.0 psi Cover from ties 3.50 in Tie Bar Size = Al 3
E-Reba = 29,000.0 ksi Actual Edge to Bar Center= 4.1875 in Tie Bar Spacing = 8.0 ill
2
Load Combination= ASCE 7-10 2
Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling along X-X Axis
Y-Y(depth)axis: Fully braced against buckling along Y-Y Axis N
Applied Loads Service loads entered. Load Factors will be appl f r calculations_
Column self weight included 1,220.021bs*Dead Load Factor H
AXIAL LOADS. FROM
Axial Load at 10.0 ft'ID=3.190, LR=3.784 k�_.._'_m�w.=.
BENDING LOADS. . .
DESIGN SUMMARY
..Z_
Bending&Shear Check Results IL1 o s
PASS Maximum Bending Stress Ratio = 0.108 :1 Maximum SERVICE Load Reactions-
Load
eactions-Load Combination +D+Lr+H Top along X-X 0.000 k �
l
Location of max.above base 0.000 It Bottom along XA 0.000 k
At maximum location values are... u1 W
Axial-Applied 8.194 k Maximum SERVICE Load Deflections...
Axial-Allowable 75.997 kI
Along x-x 0.000 in atff
Moment-Applied 0.000 k-ft for load combination WU W
Moment-Allowable 2.248 k-ft g IL m
PASS Reinforcing Area Check (ACI530-11,Sec 3.3.4. Compressive Strength 76.004 k (AG Ot e 3.3® F
Pa=(0.25 fm An+0.65 Astfs) '[1-(h/(140*r))12] • o
As:Actual Reinforcement 1.240 •
Min:0.0025*An 0.338 PASS Check Column Ties (4 4 2.lV
• •• •••••
Max:0.04'An 5:406 Mm.Tie Dia=114",#3 bar provii e& �• •
Dimensional Checks Max Tie Spacing= 10.00 in,PjQvV"= 8.00 itt Q•
91
Min.Width/Depth>=8" (ACI 530-11,Sec 3.4.4. •••••• •
PASS Overall Height/Min Dim-25 (AC1530-11,Sec 3.4.4. Go** •r
Load Combination Results _ _ ••••
Maximum Bending Stress Ratios Maximum Axial Load .. •• MAN i ments••••••
Load Combination Stress Ratio Status Location Actual Allow ,..•.. Actual IL Allow .�
+D+}{ 0.0580 PASS 0.0 ft 4.410 k 75:997 0.0 2.848 k-ft•
+D+L+H 0.0580 PASS 0.0 ft 4.410 k 75.997E •• 0.0 2.:44 i-tt,
+D+Lr+H 0.1078 PASS 0.0 ft 8.194 k 75.997 k" 01 2.248 k-ft
+D+S+H 0.0580 PASS 0.0 ft 4.410 k 75.997 k 5110, 2.248 k-ft
+D+0.750Lr+0.750L+H 0.09533 PASS 0.0 ft 7.248 k 75.997 k 0.0 2.248 k-ft
+D+0.750L+0.750S+H 0.0580 PASS 0.0 ft 4.410 k 75.997 k 0.0 th 2.248 k-ft
+D+0.60W+H 0.0580 PASS 0.0 ft 4.410 k 75.997 k 0.0 2.248 k-ft
+D+0:70E+H 0.0580 PASS 0.0 ft 4.410 k 75.997 k 0.0 dIX 2.248 k-ft
+D40.750Lr+0.750L+0.450W+H 0.09533 PASS 0.0 ft 7.248 k 75.997 k 0.0 2.248 k-ft
+D+0.750L+0.750S+0.450W+H 0.0580 PASS 0.0 ft 4.410 k 75.997 k 0.0 2.248 k-ft
ORLANDO M.FORTUN,CONS.ENGS.P.A. Project Title,
7220 S.W.39TH.TERRACE, Engineer: Proiect ID:
MIAMI FLORIDA 33155 Project Descr.
CA-0005512
ORLANDO M.FORTUN
RE.22249 SP.INSP.369P dp i near a Z ssPrt
Masonry Column File c:lUsers\ORLAND-100CUME-11E 104F9
ENERCALC,INC.1983.2014,Buil; 26,Ver.6.14.t.26
Description: 14-016-029 BLOCK COLUMN 12 X 12
Load Combination Results ..
Maximum Bending Stress Ratios Maximum Axial Load Maxim im me
Load Combination Stress Ratio,Status Location —Actual.--- Allow Actual Allow
+D+0.750L+0.750S+0.5250E+H 0.0580 PASS 0.0 ft 4.410 k 75.997 k 0.0d 2.248 k-ft
+0.600+0.60W+0.60H 0.03480 PASS 0.0 ft 2.646 k 75.997 k 0. 2.248 k-ft
+0.600+0.70E+0.60H 0.03480 PASS 0.0 ft 2.646 k 75.997 k 0. 2.248 k-ft
_Maximum Reactions Unfactored Note: Only nonzero moi ns are listed.
Y-Y Axis Reaction Axial Reaction
Load Combination @ Base @ Top @ Base
D Only k----- k — --- 4 ----- -- -
Lr Only k k 3.784 k a
D+Lr.. k k 8.194 k
Maximum Deflections for Load Combinations-Unfactored Loads
Load Combination Max.Y-Y Deflection Distance
DOnty -- - -------- 0.0000 in-------O.00O ft -- —UO TO -- �� ---N --- ---
Lr Only 0.0000 in 0.000 ft
D+Lr 0.0000 in 0.000 ft
Cross Section Interaction.Diagram _ F
= � 0%
Masonry Column P-M Interaction Diagram
-- - — 72.3-1
Allowable Moment(k-ft)
Pa-Allowable=72.33
m
! i 65.1
.I �-- i_ • • 57.9 Q a-
50.6 Mn.Ea=o.lo-Depth 0 LL
{ • • Comps W zone
n
Z
v1 �
I - Bar sue_X5.0.. I I ., '. V ♦H�� IL r
- _
36.2-1 I
W
CL
! Balanced Pb,Mb=(31 ` �ilw 9
28.9- - -
lCJUA
— F �
21.7
o
14.5
7.2._� - - .•.•.•a i.
r -
w1PU=0=917 . • g
T --v r----r4-----z 1---- 29 xs -- �3 -- y>c• -5:r- 6�'- — r••••
•• r
Q
W
V
Q
CL
Olt
W
H
ORLANDO M.FORTUN,CONS.ENGS.P.A. Project Title:
7220 S.W.39TH.TBRRACE, Engineer: Project ID:
MIAMI FLORIDA 33955 Project Descr
CA-0005512
ORLANDO M.FORTUN
N
P.E.22249 SP.INSP 369Pr o, MAY 2 14.344PM
General FootingFile=c:\Users\ORLAND-11DOCUME 11E4114F9F
ENERCALC,INC.19832014,Buil 6,Ver 6.14.1:26
Description: 14-016-029 FOUNDATION FOR COLUMN C-1
Code References -- -�
Calculations perAC1 318-11, IBC 2012, CBC 2013,ASCE 7-10
Load Combinations Used :ASCE 7-10
General Information LL
Material: Properties Soil Design Values 0
f c:Concrete 2B day strength 3.0 ksi Allowable Soil Bearing = ksf
fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight =
Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = pcf
Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. _
cp Values F4exure _ 0.90
Shear 0.750 Increases based on footing Depth
Analysis Settings Footing base depth below soil surface = 4( ft
Mn Steel /o Bending Reinf. = Allowableressure increase r foot of de tl= ksf
Min Allow%Temp Reinf. = 0.00180 when footing base is below p = ft
Min.Overturning Safety Factor = 1.0 :1
Mm.Sliding Safety Factor = 1.0 :1 Increases based on footing plan dimension
Add Ftg Wt for Soil Pressure Yes Allowable pressure increase per foot of dept= N ksf
Use ftg wt for stability,moments&shears Yes when maximum length or width is greater4 It
Add Pedestal Wt for Soil Pressure No H
Use Pedestal wt for stability,mom&shear No U)
Dimensions
Width parallel to X-X Axis - 3.0 It Z 3
Length parallel to Z-Z Axis = 3.0 ft Z a
Footing Thicknes 12.0 in4D;-- ---- a
T I Q CC
, Q O0 LL
Pedestal dimensions... X Z
pZ:parallel to X-X Axis _ 12.0 in
p :parallel to Z-Z Axis 12.0 in �D .� n
Height in C i m ac
Rebar Centerline to Edge of Concrete.. W g u W
at Bottom of footing = 3.0 in fD = °- a
Reinforcing—-- -- --- _—:- �� 3 r °Q.....
Bars parallel to X-X Axis .. • ,y
Number of Bars = 4.0 ...... '. •
Reinforcing Bar Size = # 5 • CL
. Bars parallel to Z-ZAxis .... ..
Number of Bars = 4 071
-- --- —� : T - .
Reinforcing Bar Sb # 6 `
T 4-+5 Bars - ! ��;..
Bandwidth Distribution Check (ACI 15.4.4.2) — —C
X-Xs�r�-,-z-- ••••••r-rim-„ � �•
Direction Requiring Closer Separation n/a • , • .
Z. .•....
#Bars required wittrin zone n/a •• • -
#Bars required on each side of zone n/a
Applied Loads -
--D Lr -----L---- - S W E H ------
P:Column Load = 4.410 - --.7$4 - -- -- Q k
OB:Overburden = W ksf
M-xx = FROM tj k-ft
M-ZZ = ts*L DL k ft
V-x � U W k
V-z = I- k