RC-18-2043Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Pei
mit
Parcel Number
Issue Date: 81
Permit NO. RC-7-18-2043
Permit Type: Residential Construction
Work Classification: Addition/Alteration
Permit Status: APPROVED
i2018 Expiration: 02104/2019
Applicant
1223 NE 102 Street
Miami Shores, FL 33138-
1132050250140
Block: Lot:
LEMAY & ALEJANDRA SANCHE
Owner Information
Address
Phone
CeII
LEMAY & ALEJANDRA SANCHEZ
1223 NE 102 Street
MIAMI SHORES FL 33138-
(786)514-0776
1223 NE 102 Street
MIAMI SHORES FL 33138-
Contractor(s)
HOME OWNER
Valuation:
Total Sq Feet:
$ 1,500.00
65
Approved: In Review
Comments:
Date Approved:: In Review
Date Denied:
Type of Construction: ADDING
Stories:
Front Setback:
Left Setback:
Bedrooms:
Plans Submitted: Yes
Certificate Date:
Bond Return :
CONCRETE OVER EXIST!
Occupancy: Single Family
Exterior:
Rear Setback:
Right Setback:
Bathrooms:
Certificate Status:
Additional Info: ADDING CONCRETE OVER EXISTII"
Classification: Residential
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
P&Z Review Fee
Permit Fee
Plan Review Fee (Engineer)
Scanning Fee
Technology Fee
Total:
Amount
$1.20
$2.00
$2.00
$0.40
$35.00
$100.00
$60.00
$9.00
$1.60
$211.20
Pay Date
Invoice #
07/31/2018
08/08/2018
Pay Type
RC-7-18-68394
Credit Card
Credit Card
Amt Paid Amt Due
$ 50.00 $ 161.20
$ 161.20 $0.00
Available Inspections:
Inspection Type:
Drywall
Miscellaneous
Window Door Attachment
Tie Beam
Final
Framing
Insulation
Final PE Certification
Foundation
Window and Door Buck
Truss Insp
Columns
Fill Cells Columns
Wire Lathe
Review Structural
Review Mechanical
F. Termite Letter
F. Elevation Certificate
Review Electrical
Review Planning
Review Building
Declaration of Use
Review Plumbing
In consideration of the
pertaining thereto an
accepting this per
required for ELEC
OWNERS AFFI
construction and
Authorize Si
Building
issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
trict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
ume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
MBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
rmore, I auth e the above -named contr
actor
to do the work stated.
€74A/10 n
ure: Owner / Applicant / Contractor
partment Copy
Agent
August 08, 2018
Date
August 08, 20 8
1
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Ave, Miami Shores, Florida 33138
Tel: 305-795-2204 Fax: 305-756-8972
Inspection Number: INSP-000527-2018 Permit Number: RC-7-18-2043
Scheduled Inspection Date: October 10, 2018
Inspector: Naranjo, Ismael
Owner, LEMAY & ALEJANDRA SANCHEZ
Address: 1223 NE 102 ST
Miami Shores, FL 33138
Project: <NONE>
Contractor: HOME OWNER
HOME OWNER
Permit Type: Building (Residential)
Inspection Type: Column
Work Classification: Addition/Alteration
Phone Number: 7865140776
Parcel Number: 1132050250140
Phone Number:
Building Department Comments
ADDING CONCRETE OVER EXISTING COVERED PORCH AREA
Checklist Item
General Comments
Passed
Passed
False
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -Inspection fee is paid.
Comments
INSPECTOR COMMENTS - 8/24/2018
WENT BACK TWICE TO GIVE WORKER CHANCE TO CORRECT PER HIS
REQUEST
REBAR CANT TOUCH GROUND 1.5 INCH CLEARANCE
Inspector Comments
October 09, 2018
For Inspections please call: 305-762-4949
Page 10of34
60a
BUILDING
PE IT APPLICATION
BUILDING ❑ ELECTRIC
El PLUMBING ❑ MECHANICAL
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
❑ ROOFING
RECEIVED
JUL 3 1 2018
(th
(FBC201 -4
Master Permit No. C� Zo S •
Sub Permit No.
❑ REVISION n EXTENSION
RENEWAL
❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR
JOB ADDRESS: 1223 W E 102, S1
DRAWINGS
City: Miami Shores
ll— 3Z05—az5— o/4o
Folio/Parcel#:
Occupancy Type: Load: Construction Type:
County: Miami Dade Zip: 3 3 / cc'
Is the Building Historically Designated: Yes NO
OWNER: Name (Fee Simple Titleholder): 77 y_ 5Q.
Address: 3 a►'�
City: State: Zip:
Tenant/Lessee Name: Phone#:
Email:
Flood Zone:
BFE: FFE:
Phone#: �i6 '-S/ 7r - O )-) b
CONTRACTOR: Company Name:
Address:
City: State: Zip:
Phone#:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ I 0 0 d
Type of Work: 17 Addition Alteration
Square/Linear Footage of Work:
❑ New
Description of Work:d' f NG C6i'I-'i'r%�
eCYCA
Specify color of color thru tile:
❑ Repair/Replace
6 v C1u-SIN
cr
•
ca-g #76?096
n Demolition
C;$V
f
Submittal Fee $ Permit Fee $ j O r CC)
Scanning Fee $ Radon Fee $ 2 ' (X DBPR $ 2j '00 Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $( k 2-0
CCF $ CO/CC $
(Revised02/24/2014)
/oYefirc
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven days after the building permit is issued. In the absence of such posted notice, the
inspection will not be appr.,�j.. and a reins s n fee will be charged.
OWNER or AGENT CONTRACTOR
Signature
Signature
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
_,�I day of \ U1'_ , 20 , by day of , 20 , by
\f G SG atgl-s 113ersonally known to , who is personally known to
non
me or who has produced 0 1 ( 1. as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
MY COMMISSION # GG 044602
EXPIRES: November 2, 2020
Bonded Thru Notary Public Underwriters
NOTARY PUBLIC:
Sign:
Print:
Seal:
Y
************************************************************* *A*************************** *********
APPROVED BY
.1-/z/Z1
Plans Examiner
Structural Review
Zoning
Clerk
ti
(Revised02/24/2014)
NAME:
ADDRESS:
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT jhsZorn / DATE: 6 7' /?
/Z:2_3 Aj z 102 s —.
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or` improve a commercial building at a
cost of $25,000.00 or less (The new form states 75,000). The building.must be for your own use and occupancy. It may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire -an unlicensed personas a contractor. It is'your responsibility to make
sure -the people employed by you have licenses required by•state law and by county or municipal licensing ordinances. Any person working on
your building who it not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial
3. I understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial
4. I;understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be formy use or occupancy. It may not be built or substantially
improved for sale or lease. If.a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption.
.Initial -
5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
f
6. I understand that I may not hire an unlicensed person to act as my 'contractor or to supervise persons working on my building or residence. It
is my responsibility to ensure that the persons whom I employ have the license required by law and by cquntyyrnunicipal ordinance.
Initial
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial__
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that 1 must comply with laws requiring thekwithholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
e Initial —>
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial
10. I understand that 1 may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html
Initial
11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
Initial
Ls
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial
Lf
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this J day of
,20
By `-0(A AN(\ LKIZ.,..) who was personally known to me or who has
Produced as identification.
OWNER
NOTARY
111111111111111111111111111111111111111111111
THIS INSTRUMENT PREPARED BY:
ANIBAL J. DUARTE-VIERA
TITLE AMERICA, A Law Firm
201 SEVILLA AVENUE, #301
Coral Gables, FL 33134
Our File No.: A1819124
RETURN TO:
RICHARD L. BARBARA, ESQ.
CORAL GABLES TITLE & ESCROW LLC
224 PALERMO AVENUE
Coral Gables, FL 33134
Property Appraisers Parcel Identification (Folio) Number: 11-3205-025-0140
Florida Documentary Stamps in the amount of S4,656.00 have been paid hereon.
SPACE ABOVE THIS LINE FOR RECORDING DATA
C FN 201sRo462162
OR BY, 31082 Pas 1555-1556 (2P9s)
RECORDED 07r'31/2012 17:4.6:M
DEED DO[: T(K '4.4,656.00
HARVEY R[JVIHr CLERK. OF COURT
rI I Al9I -DARE COUNTY, FLORIDA
WARRANTY DEED
THIS WARRANTY DEED, made the 23 day ofJuly, 2018 by DANIEL J. DAMMRICH and MARYANNE
DAMMRICH, HIS WIFE, whose post office address is 7915 LOREL AVENUE, SKOKIE, IL 60077 herein called
the Grantors, to ALEJANDRA SANCHEZ and LEMAY SANCHEZ, wife and husband whose post office address
is 1223 NE 102 St, Miami Shores, FL 33138, hereinafter called the Grantees:
(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)
W I T N E S S E T H: That the Grantors, for and in consideration of the sum of TEN AND 00/100'S (510.00) Dollars
and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens,
remises, releases, conveys and confirms unto the Grantee all that certain land situate in MIAMI-DADE County, State
of Florida, viz.:
Lot 6, Block 186, Bay Breeze Section Miami Shores, according to the Plat thereof as recorded in Plat
Book 42, Page 25, of the Public Records of Miami -Dade County, Florida.
Also known as: 1223 NE 102 St., Miami Shores, FL 33138
Subject to easements, restrictions and reservations of record and taxes for the year 2018 and thereafter.
TOGETHER, with all the tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining.
TO HAVE AND TO HOLD, the same in fee simple forever.
AND, the Grantors hereby covenant with said Grantees that the Grantors are lawfully seized of said land in fee simple;
that the Grantors have good right and lawful authority to sell and convey said land, and hereby warrant the title 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 to December 31, 2017.
IN WITNESS WHEREOF, the said Grantors have signed and sealed these presents the day and year first above
written.
File No.: A1819124
OR BK 31082 PG 1556
LAST PAGE
Si. ed, sealed and eliver m the presencerof:
t e�gnat e
Witness # I Printed Name
Witness #2 ignatufeJ
//weer (J it a!/r
Witness #2 Printed Nark
STATE OF ILLINOIS
COUNTY OF COOK
The foregoing instrument was acknowledged before me this2' jday ofJuly, 2018, by DANIEL J. DAMMRICH and
MARYANNE DAMMRICH who are personally known to me or have producedDe,W24(Ac tiser as
identification and Wdid ❑ did not take an oath.
SE KAY OVERPACK 1
Official Seal
Notary Public • State of Illinois
My Commission Expires Apr 12, 2020
My commission expires:
OW—I2-2D2-0
Notary Pbbllc
1 y 0 -
Printed Notary Name
STATE OF FLORIDA, COUNTY OF `
rieffOr CERTIFY vim 1 t r
original cti file Inglis
HARVEY RWIN Clalcd **At
��„ *A t
File No.: A1819124
1.17
G. 25)
•
.
•
.
•
5.5'
0
r;
16.70'
Planter
19' PAVEMENT 75' R/W
F.I.P.
No I.[
0.20'
UNb-S I OF(Y
RESIDENCE # 1223
19.65'
Q
2
16.70'
J
Planter
W
9.94'
V
z
6
LO
C7
0
10
20
d
BRETON ®° BOUNDARY SURVEY
SCALE: 1" = 20'
40
• •
1 inch = 20 ft
• • •
• • •
• ••
• • •
•
••
• •
•
•
LEGEND • •
ulated
iG)��• Golc •• ••
CL. = Clear • • •
r Line •
CONC. = Concrete •
RCS• •Cancrete BBoik Stucco
A.= Delta • •
ENCS = Encroachm!nt • • •
�.�F•L• s finish Floor.glgyetion
F.I.P. = Found Iron•Pipe •
F.I.R. = Found Iron Robe • •
F.N. = Found Nail
F.N&D. = Found Nail & Disc
F.D.H. = Found Drill Hole
I.D. = Identification
L = Length
= Monument Line
(M) = Measured
0/L = On Line
= Property Line
(P) = Plat
P.C. = Point of Curvature
P.B. = Plat Book
PG. = Page
R = Radius
(R) = Record
R/W = Right of Way
U.E. = Utility Easement
• ••
• • •
• •
• •
• • •
•• ••
• •
••••
• •
••SQMBOLS
• • • • AIR CONDITIONER
•• ••
• �•
•
CABLE TV
• CATCH BASIN
•7, • CONCRETE POLE
® ELECTRIC BOX
QS MANHOLE
® WATER PUMP
® WATER HEATER
® WATER METER
gib WOOD POLE
EXISTING ELEVATION
1=-_7; COVERED AREA
- ■ CHAIN LINK FENCE (C.L.F.)
❑ METAL FENCE (M.F.)
— 0.— OVERHEAD LINES
o PLASTIC FENCE (P.F.)
- WOOD FENCE (W.F.)
- WIRE FENCE (NR.F.)
® CBS. WALL
Leo
M
15' ALLEY (P.B. 42, PG. 25)
F.I.P. 3/4'
No I.D.
/
/
/
/
/
/
/
/
/
69'06'54'(11)
/
LOT 1, BLOCK 186
42.91' (M)(R)
11051'06'(c) 90(c)
LOT 6, BLOCK 186
CONC.
DRIVEWAY'
115,
`10.00'
15.30'
ONE-STORY
RESIDENCE j 1223
' 89.57'. (M)(R) 5' SfinVik
24' PARKWAY
19' PAWJIENT 75' Rif!
N.E. 102nd STREET
0.31'
0.56'
90(6)
r�
15' ALLEY (P.B. 42, PG. 25)
LOT 5, BLOCK 186
90(N)
F.I.P. 3/4'
No I.D. o/S
0.20' NEST
281.00'
F.I.P. 3/4'
No I.D.
(M)(R)
F.I.P. 3/4'
No I.D.
(BLOCK CORNER)
N.E. 13th AVENUE
PROPERTY ADDRESS:
1223 NE 102nd Street
Miami Shores, Florida 33138-2617
LEGAL DESCRIPTION:
Lot 6, Block 186, of "BAY BREEZE SECTION MIAMI SHORES", according to the Plat thereof as recorded In Plat Book 42, Page 25 of the Public Records of
Miaml-Dade County, Florida.
FOLIO NUMBER: 11 3205 025 0140 (Miami -Dade County Public Records/Property Appraiser's Office)
SURVEYOR'S NOTES:
All distances as shown are based on the US Survey foot.
At the time of Survey, The National Flood Insurance Rate Map for Florida, Community Panel No. 120652 (Village of Miami Shores) 12086 C, 0306 L, FIRM
Date 09/11/2009 and Revised with an effective date of 09/11/2009, published by the United States Department of Housing and Urban Development,
delineates the described parcel land to be situated outside the Special Flood Hazard Area designated by the Federal Emergency Management Agency
(FEMA). The subject property lies within Zone "X" (shaded), areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of
less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood.
Survey done by occupation, physical evidence, the recovery of existing property corners, field measurements, calculations, adjacent plats and legal
description provided to the surveyor and also from the Mlaml-Dade County Public Records/ Property Appraiser Office and no claims as to ownership are
made or implied.
Distances from property lines to fences or walls may slightly varies due to their Irregularity, width and composition. Fences or walls not always travel on a
straight line and in most cases meander through trees, hedges, vines and heavy landscaping usually located along boundary lines, therefore the resultant of
said dimensions as shown hereon may vary slightly within 0.30' to 0.50' of a foot more or less.
The legal ownership of the fences and/or walls as shown hereon was not determined, and the locations as shown are based on the recovered boundary
monumentation and calculations.
CERTIFIED TO:
Lemay Sanchez and Alejandra Sanchez
Paramount Residential Mortgage Group, Inc., ISAOA, ATIMA
WFG National Title Insurance Company
Coral Gables Title & Escrow, LLC
•• • • • • •
•
•
• •
•
•• •• •
• • •
• •
••
• •
•• •
• • ••
• ••• • • • • • •
• • • • • •
• • • • • •
• • • • ••
••• • • • • • • •
• • ••
• • • • • •
• • • ••• ••• •
•
• • • • • • • • • •
• • • • • • •
• • • • • •• • •
• • • •
LOCATION MAP
NOT TO SCALE
SURVEY SITE
GENERAL SURVEYOR'S NOTES:
1)-This survey was conducted for the purpose of a "Boundary Survey" only and is not intended to delineate the regulatory jurisdiction of any federal, state,
regional or local agency, board, commission or other entity.
2)- The accuracy obtained by measurements and calculations on this survey, meets and exceeds the Minimum Technical Standards requirements for a
suburban area (1 foot In 7,500 feet) as specified in Chapter 5J-17, Florida Administrative Code.
3)-This Survey does not reflect or determine ownership.
4)-Legal Description subject to any dedications, limitations, retractions reservations or easements of record.
5)-Examination of the Abstract of Title will have to be made to determine recorded instruments, if any affecting the property; search of Public Records not
performed by this office.
6)-No effort was made by this office to locate any underground utilities and/or structures within or abutting the subject property.
7)-This Survey has been prepared for the exclusive use the entities named hereon only and certifications hereon do not extend to any unnamed parties.
8)-This Survey was prepared for a Mortgage Transaction only; not to be used for design and/or construction purposes without the consent of this office.
9)-Utility facilities within Utility Easements not noted as violations.
10}Driveways or portions thereof within Roadways not noted as violations or encroachments.
11 }Foundations and/or footings undemeath the ground surface that may cross beyond the boundary lines of the herein described parcel are not shown.
12)-Fence ownership determines by visual means only (6 any); Legal ownership not determined.
13)-No search records was made by this firm beside the record plat; therefore we do not imply or accept responsibility for any Easement, Dedication or
Limitation for which information was not furnished.
14)-Contact the appropriate authorities prior to any design work on the hereon -described parcel for Building and Zoning information.
15)-In some instances graphic representations have been exaggerated to more clearly Illustrate the relationship between physical improvements and/or
lot lines. In all cases dimensions shall control the location of the Improvements over scaled positions.
16)-The dimensions and directions shown hereon are in substantial agreement with record and calculated values unless otherwise noted,
17)- Obstructed comers are witnessed by improvements
JORGE L. CABRERA Phone: 305-302-2522
PROFESSIONAL SURVEYOR & MAPPER
2852 S.W. 149th Place, Miami, Florida 33185 Fax: 305-207-9537
This is to certify to the above named firm and or persons that the "SKETCH OF BOUNDARY SURVEY" of the herein described property Is true and correct to
the best of my knowledge and belief as recently surveyed under my direction, also there are no visible encroachments other than those shown. Owner or his
representative fumished the legal description contained herein. Other recorded Instruments may affect this property. Surveyor has not examined the
abstract of title. Locations of utilities on or adjacent to the property were not secured unless specifically requested by owner. I further certify that this map or
plat meets the Standards of Practice and the Minimum Technical Standard Requirements, adopted by the Board of Professional Surveyors and Mappers,
pursuant to Chapter 472.027 Florida Statutes, as set forth In Chapter 5J-17, Florida Administrative Code, under Sections 5J-17.051 and 5J-17.052 and is a
"BOUNDARY SURVEY" as defined in Section 5J-17.050. JORGE L. CABRERA
Date of Field Work: 07/17/2018 Job 6 18-4533
ais drawing is the coo.Mo,Jo,g>LGen. p,aess.,sSurveyor 6 Mappe,a.prod,a.orre a me drawing are nor valid unless Sgn.a ana embossed wife the w,eeyaa sear Professional Surveyor & Mapper, 116487 State afFlodda
•
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LEMAY.SANt12jAND
A L EJA NDRA. $ANcHEZ
1223 NE 102 ST
MI,4169I SHi7�ifS'�.
STRUCTURAL 9DRAW/NG
GENERAL NOTES:
a. THE CONTRACTOR MUST VERIFIED ALL DIMENSIONS AND CONDITIONS IN THE FIELD
b. FOLLOW WRITTEN DIMENSIONS ONLY. DO NOT SCALE THE DRAWINGS.
c. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER/ARCHITECTAND BE ENGINEERED SEPARATELY PRIOR TO
PROCEEDING WITH THE AFFECTED PART OF THE WORK. CONTRACTOR TO OBTAIN APPROVAL BEFORE PROCEEDING WITH WORK.
d. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNTION WITH ALL OTHER DRAWINGS. CONTRACTOR SHALL COORDINATE THE WORK OF OTHER
TRADES.
THE STRUCTURE 5 DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE.
THE CONTRACTOR IS ENTIRELY RESPONSIBLE FOR MEANS ANO METHODS OF CONSTRUCTION, ANO FOR THE PROCEDURES AND SEQUENCES TO BE
USED TO ENSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION.
g. EXISTING STRUCTURE BY OTHERS AND MUST BE ADEQUATE TO SUSTAIN THE SUPERIMPOSED LOADS.
h. MATERIALS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2017 FLORIDA BUILDING CODE.
WATER PROOFING /S NOT PART OF THIS SCOPE, BY OTHERS.
j. ENGINEERING DRAWINGS ARE CHECKED FOR STRUCTURAL REQUIREMENTS ONLY AND WITHIN THE SCOPE OF THIS PROJECT.
k. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT THE ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR
MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US RASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS.
1. THE EXISTING STRUCTURE MUST SUPPORT THE LOADS IMPOSED BY THE SYSTEM OR SYSTEMS. ENGINEER OF RECORD OF THE BUILDING SHALL VERIFY
THE STRUCTURE FOR SUCH LOADINGS.
m. ALL PARTS SHALL COMPLY WITH THE MANUFACTURER SPECIFICATIONS.
n. DO NOT SUBSTITUTE MATERIALS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS HAVE BEEN APPROVED IN WRITING BY THE ENGINEER.
a. ALL CONNECTIONS NO DETAILED OR OTHERWISE NOTED MUST BE DESIGNED BY THE FABRICATOR.
p. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR MUST NOTIFY THE
ARCHITECT ANO ENGINEER, IN WRITING, OF THE SAME PRIOR TO PROCEEDING WITH THE WORK IN QUESTION IN THE EVENT THAT THE CONTRACTOR
FAILS TO GIVE NOTICE, OR PROVIDE SUFFICIENT TIME FORA RESPONSE, CONTRACTOR I5 RESPONSIBLE FOR THE RESULTS OF SUCH ERRORS OR
OMISSIONS, AND FOR ALL COSTS FOR RECTIFYING SAME AND FOR ANY DELAYS OR ANY OTHER COSTS INCURRED BY SAME. THE CONTRACTOR SHALL
USE THE STRUCTURAL DRAWINGS TOGETHER WITH THE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS,
SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTINGS, SLEEVES, DIMENSIONS, EMBEDDED PLATES, ETC. POTENTIAL CONFLICTS
SHALL BE TRANSMITTED TO THE ARCHITECT AND ENGINEER BEFORE PROCEEDING WITH THE WORK. CONTRACTOR TO PROVIDE ADEQUATE TIME FOR
RESPONSE FROM ARCHITECT/ENGINEER.
DESIGN
CODES AND STANDARDS:
FLORIDA BUILDING CODE 6TH EDITION (2017) WITH AMENDMENTS.
AMERICAN SOCIETY OF CIVIL ENGINEERS, ASCE 7-10.
AMERICAN CONCRETE INSTITUTE, ACI 318-14.
BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES TMS 402-13/ACI 530-13/ASCE 5-13
SPECIFICATION FOR MASONRY STRUCTURES TMS 602-13/ACI 530.1-13/ASCE 6-13
AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360-10.
ALUMINUM DESIGN MANUAL 2015 ADM.
NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH COMMENTARY AND SUPLEMENTS 2015 EDITION (NOS)
SITE PREPARATION
a. ALL FOUNDATIONS SHALL BE INSPECTED TO CONFIRM THE ALLOWABLE SOIL BEARING PRESSURE BY THE PROJECT ENGINEER PRIOR TO
CONSTRUCTING CONCRETE FORMS ANO/OR PLACING REINFORCING STEEL.
b. 517E PREPARATION AND COMPACTION WORK SHALL BE APPROVED BY THE ENGINEER.
c. STRIP THE ENTIRE FOOTINGS AND BUILDING CONSTRUCTION AREAS PLUS 5 FEET OUTSIDE PERIMETER OF ALL TOPSOIL ANO GROUND VEGETATION
DOWN TO CLEAR GRANULAR MATERIAL WHEREVER ENCOUNTERED.
d. CARE SHOULD BE TAKEN NOT USE VIBRATION IN CASE OF EXISTING STRUCTURES IN THE VICINITY OF THE CONSTRUCTION AREA. IF VIBRATION CAN
NOT 8E USED FOR COMPACTION, STATIC COMPACTION MAYBE APPLIED. HOWEVER IN THE CASE, THE COMPACTED LAYER SHOULD NOT EXCEED 6"
INCHES IN THICKNESS.
e. ALL CONSTRUCTION FILL MATERIAL SHALL BE CLEAN GRANULAR SOIL, FREE OF ORGANICS OR OTHER UNSUITABLE MATERIAL.
f. AFTER THE INSTALLATION OF ANY PLUMBING AND ELECTRICAL PIPING; THE DISTURBED AREAS BE RECOMPACTED AND ADDITIONAL DENSITY TEST
BE PERFORMED TO VERIFY PROPER COMPACTION OF THE DISTURBED AREAS.
g. IN THE EVENT OF EXISTING STRUCTURES, EXISTING FOOTING OR PROPOSED DRAINAGE LINES, PROVISIONS SHALL BE MADE BY THE STRUCTURAL
ENGINEER AND SITE CONTRACTOR TO PROTECT ALL FOOTINGS FROM UNDERMINING AND EXPOSURE.
CONCRETE SLAB ON GRADE:
a. WELDED WIRE REINFORCEMENT FABRIC SHALL CONFORM TO ASTM AI85 ANO SHALL BE LOCATED IN THE MIDDLE TO THE UPPER ONE-THIRD OF
THE SLAB. UNLESS OTHERWISE NOTED.
b. WELDED WIRE REINFORCEMENT FABRIC SHALL BE SUPPORTED WITH THE APPROVED MATERIALS OR SUPPORTS AT SPACING NOT TO EXCEED 3 FEET
IN ANY DIRECTION, OR IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
c. A 6 MILS POLYETHYLENE VAPOR RETARDER SHALL BE TAPPED NOT LESS THAN 6 INCHES.
d. ISOLATION JOINTS MUST BE USED AT JUNCTIONS WITH WALLS AND COLUMNS, USE 1/2" THICK PREMOLDED JOINTS FULL DEPTH OF SLAB. UNLESS
OTHERWISE NOTED.
PLACE CONTROL JOINTS AT CENTER LINE OF COLUMNS. FOR UNREINFORCED OR PLAIN CONCRETE STAB, PROVIDE JOINT SPACING OF 24 TO 36
TIMES THE STAB THICKNESS UP TO A MAXIMUM SPACING OF 12 FEET. UNLESS OTHERWISE NOTED.
THE RATIO OF LONG SIDE TO SHORT SIDE OF THE SLAB SHALL BE A MAXIMUM OF 1.5. HOWEVER, A RATIO OF 1 TO 1 IS PREFERRED.
CONTROL JOINT DEPTH SHALL BEAT LEAST I/4 OF THE STAB THICKNESS OR A MINIMUM OF 1 INCH, WHICHEVER 5 GREATER. JOINTS SHALL BE
SAWED WITHIN 6 TO 12 HOURS AFTER CONCRETING.
CONSTRUCTIONS JOINT MUST BE PLACED IN THE S(A8 WHERE BUILDING EXPANSION JOINTS ARE SHOWN. UNLESS OTHERWISE NOTED.
WHEN CONCRETING AND OPERATING ARE CONCLUDED FOR THE DAY, CONSTRUCTION JOINTS SHALL BE FORMED WITH BURKE KEYED KOUT METAL
JOINT FORM OR APPROVED EQUAL.
WALL, COLUMNS AND BEAMS PENETRATING SLAB ON FILL SHALL BE ISOLATED BY 1/2" PRE -MOLDED JOINT FILLER U.O.N.
SLABS ON FILL SHALL CURE CONTINUOUSLY FOR 5 DAYS.
THIS /5 A STANDARD SPECIFICATION SHEET
AND ALL ITEMS COVERED MAY NOT APPLY
TO THIS SPECIFIC PROJECT. VERIFY WITH
A/E IF ANY CONFLICTS OR QUESTIONS.
CALL 48 HOURS BEFORE YOU DIG IN FLORIDA
PHONE: 1-800 432 4770
SUNSHINE STATE ONE CALL OF FLORIDA INC. DBA
SUNSHINE 811
SCOPE OF WORK:
-ADDITION OF CONC. PORCH
FOUNDATION & SOIL PREPARATION:.
a. THE FOUNDATION HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 2000 P51, ASSUMING UNDISTURBED SAND OR SAND ROCK
IS PRESENT AT THE JOB SITE. SHOULD ANY OTHER CONDITIONS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH
THE WORK. AT THE TIME OF CONSTRUCTION A LETTER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND CONDITIONS ARE SIMILAR TO THOSE
UPON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED TO THE BUILDING OFFICIAL.
b. ALL FOOTING EXCAVATION AND COMPACTION SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER FOR THE BEARING CAPACITY
INDICATED ABOVE PRIOR TO CONCRETE PLACEMENT.
c. FOOTINGS SHALL BE FOUNDED ON WELL COMPACTED VIRGIN SOIL OR ON ENGINEERED FILL AT THE ELEVATIONS SHOWN.
d. KEEPFOUNDA710N EXCAVATIONS FREE OF WATER AT ALL TIMES.REPLACE SOFT OR WEAKENED SOIL WITH STRUCTURAL FILL.
e. ELEVA?IONS SHOWN AT FOOTINGS ARE TOP OF FOOTING ELEVATION (TO.F.).
f. ALL EXTERIOR FOOTINGS TO BEAR MINIMUM I'-6"BELOW UNDISTURBED GROUND SURFACE. UNLESS OTHERWISE NOTED. ADJUST BOTTOM OF
FOOTING AS REQUIRED.
g. FOR CONTINUOUS WALL FOOTINGS, SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN (48) BAR DIAMETERS AND REINFORCEMENT SHALL BE
CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY
BENDING THE LONGITUDINAL STEEL AROUND THE CORNER (48) 8AR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL, WHICH SHALL
EXTEND (48) BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRED, THE BARS SHALL BE
HELD IN PLACE AND ALIGNMENT BY TRANSVERSE BARS SPACED NOT MORE THAN (4) FEET APART.
h. COMPACTED SOIL IS TO PROVIDEA SATISFACTORY SUBGRADE FOR THE LOAD BEARING CONCRETE SLAB ON GRADE.
i. ALL COMPACTATION WORK SHALL BE MADE UNDER SUPERVISION OF A LICENSED GEOTECHNICAL ENGINEER.
j. CENTERLINE OF FOOTING IS CENTERLINE OF COLUMNS AND BEARING WALLS U.O.N.
CONCRETE:
a. CAST -IN -PLACE CONCRETE SHALL HAVE THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS Tr):
- FOOTINGS AND SLAB ON GRADE 3000 PSI
-ALL OTHER CONCRETE 5000 PSI
b. CONCRETE DENSITY SHALL BE NORMAL WEIGHT U.O.N.
c. WATER CEMENT RATIO NOT GREATER THAN 0.45.
d. ALL CONCRETE SHALL BE "READY MIXED" AND IN ACCORDANCE WITH ASTM SPECIFICATIONS C-94. NO WATER TO BE ADDED AFTER TRUCK LEAVES
PLANT WITHOUT APPROVAL OF ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90
MINUTES. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGN FOR REVIEW AND APPROVAL.
e. CONCRETE REINFORCING STEEL SHALLBE DEFORMED BARS CONFORMING TO ASTM A615/A615M, GRADE 60. WELDED WIRE FABRIC SHALL
CONFORM TO ASTM A185. PROVIDE SHEET -TYPE WELDED WIRE FABRIC. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING.
CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL.
CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED IN
ACCORDANCE WITH THE REQUIREMENTS OF ACI 318.
ALL REINFORCEMENT SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES. ALL REINFORCING STEEL SHALL BE SECURELY HELD IN
PLACE FOR CONCRETE PLACEMENT. ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED FOR SUPPORT OF ALL BARS AS REQUIRED:
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
- CONCRETE DEPOSITED AGAINST THE GROUND 3"
- CONCRETE EXPOSED TO EARTH OR WEATHER 2"
- BEAMS AND COLUMNS 1))'
- SLABS AND WALLS 1"
1. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90 DEGREE HOOK WITH A MINIMUM EXTENSION BEYOND THE BEND OF
12 BAR DIAMETERS IN LENGTH, UNLESS OTHERWISE NOTED. STIRRUP, TIE AND 180-DEGREE HOOKS SHALL CONFORM TO THE REQUIREMENTS OF-
ACI318.
j. PROVIDE 1/2" THICK JOINT FILLER MATERIAL WHERE SLABS ON GRADE ABUT VERTICAL SURFACES.
k. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND OMER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED.
REINFORCEMENT SHALL NOT BE CUT TO FACILITATEPLACEMENT OF EMBEDDED ITEMS.
1. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4"OR AS INDICATED.
,n. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS EFFECTIVELY COATED OR COVERED TO PREVENT
ALUMINUM -CONCRETE REACTION AND ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL
n. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTIMATING AND SUPPLYING ANY ADDITIONAL CONCRETE REQUIRED TO ACHIEVE SPECIFIED FLOOR
FLATNESS CRITERIA.
o. AT LEAST ONE SET OF CYLINDERS SHALL BE PROVIDED FOR STRENGTH AND SLUMP TESTS PER POUR OR FOR EACH 50 CUBIC YARDS OF CONCRETE,
WHICHEVER /S LESS. AT LEAST TWO SETS OF TESTS ARE RECOMMENDED FOR COLUMN POURS. FOR EACH POUR THE ENGINEER SHALL BE
PROVIDED WITH ONE (1) 3-DAY TEST, ONE (1) 7-DAY TEST, ONE (I) 28-DAY TEST, ONE (1) RESERVE, AND ONE (1) SLUMP TEST.
f
9.
h.
TERMITE PROTECTION:
a. PER FBCSECTION 1816, TERMITE PROTECTION SHALL PROVIDED BY REGISTERED TERMINTICIDES, INCLUDING SOIL APPLIED PESTICIDES,BAITING
SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE
TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING
STATEMENT: "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN
ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."
SHORING, RESHORING AND TEMPORARY BRACING
a. THE GENERAL CONTRACTOR (GC) IS RESPONSIBLE FOR HIRING A FLORIDA PROFESSIONAL ENGINEER SPECIALIZED IN THE FIELD OF FORM WORK AND
SHORING DESIGN.
b. SHORING AND RE -SHORING DESIGN MUST INCLUDE CONSIDERATION OF THE RATE AND METHOD OF PLACING CONCRETE.
c. GC SHALL SUBMIT SIGNED AND SEALED SHORING AND RESHORING DESIGN DRAWINGS TO "RAF STRUCTURAL ENGINEERING, LLC."FOR REVIEW AND
APPROVAL. SHORING INSTALLATION MUST BE INSPECTED BY THE SHORING DESIGN ENGINEER PRIOR TO PLACEMENT OF CONCRETE.
SAFETY OSHA AND LABOR LAWS:
a. THE STRUCTURAL ENGINEER OF RECORD DOES NOT -POSSES NOR PRESUMES 10 POSSES ANY KNOWLEDGE OR EXPERTISE IN MATTERS TO JOB SITE
EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FORA CONSTRUCTION PROJECT. SAFETY AND COMPLIANCE WITH OSHA AND LABOR
LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND HIS CONSULTANTS TO ADDRESS THESE MATTERS. THE STRUCTURAL
ENGINEER OF RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY. THE BOARD OF PROFESSIONAL REGULATION FORBIDS HIM FROM ASSUMING
RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE.
ALL WORK MUST BE COORDINATED WITH
PLUMBING OR ELECTRICAL ENGINEERING TO
AVOID ISSUES WHEN PREPARING THE SOIL
TABLE OF CONTENT
SHEET NUMBER
DRAWING TITLE
1
S-1
GENERAL NOTES
2
S-2
PLAN & SECTION
STRUCTURAL RUCTURAL REVIEW
{APPROVED
i
DAT 4/(441/_____
DEVELOP. LENGTH "LDH" SCHEDULE OF HOOKED BARS IN TENSION (IN)
BAR #
BAR DIA. (IN)
F'c
3000 PSI
4000 PSI
5000PSI
3
0.375
9
8
7
4
0.500
11
10
9
5
0.625
14
12
11
6
0.750
17
15
13
7
0.875
20
17
15
8
1.000
22
19
17
9
1.128
25
22
20
10
1.270
28
25
22
11
1.410
31
27
24
14
1.693
38
33
29
18
2.257
50
43
39
LDHmin=(8"DIA. OR 6"); WV' Wt * We=1; NORMAL WEIGHT , ACI318-25.4.3; fy=60KSI
BAR LAP LENGTH SCHEDULE (IN)
BAR #
BAR DIA. (IN)
F'c
3000 PSI
4000 PSI
5000PSI
3
0.375
23
20
17
4
0.500
29
25
23
5
0.625
37
32
29
6
0.750
43
38
34
7
0.875
64
55
49
8
1.000
72
62
55
9
1.128
82
71
63
10
1.270
91
78
71
11
1.410
102
88
78
14
1.693
123
104
94
18
2.257
163
140
124
LDmin=12"; Wt' We=1 & CASE 1 ACI318-25.4.2.2; MIN. SPACING OF BARS 2'DIA.; MIN. COVER=DIA.; NORMAL WEIGHT;
fy=60KS1
ISSUED FOR PERMIT
JUL 31Z418
No.
Date
By
Description
Revisions
ra
52 RAF Structural Engineering, LLC
R,utturN EnDn..nng
ConsultingS.rHrn
6474 NW 170771 LN, HIALEAH, FL 33015
PH. (786) 603 2313 / INFOORAFSE. COM
FLORIDA CA No. 32290
gime
LEMAY SANCHEZ
FWNAL
LEMAY SANCHEZ AND
ALEJANDRA SANCHEZ
RESIDENCE
GENERAL NOTES
Sc.:
AS SHOWN
Par.9,.neee
1807-31
w..n ey:
RAF
Owl. by:
Imo. CY .
07/31/18
S-1
Sheet 1 of
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MARBLE
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11
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PLAN VIEW
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IIIIIIIIIII
#4 @ 18"
0. C.
#3 @
18" 0. C.
S i RUC TURAL REVIE.
IAPPROVED
JUL 3 1 2018
DATEFki___
Na Date
By Description
Revisions
rarSe
Structural Engnwenng
Consulting Smises
RAF Structural Engineering, LLC
6474 NW 170TH IN, HIALEAII, FL 33015
PH. (786) 603 7313 / INFO@RAFSE.COM
FLORIDA CA No. 32290
CMnb
LEMAY SANCHEZ
LEMAY SANCHEZ AND
ALEJANDRA SANCHEZ
RESIDENCE
PLAN & SECTION
AS SHOWN
Che:old by.
Crann by.:
RAF
Orawrq mnbec
1807-31
Issue<We:
01/31/18
S-2
Sheet 2 of 2