FW-11-1989Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 174134 Permit Number: FW -10 -11 -1989
Scheduled Inspection Date: June 05, 2012
Inspector: Bruhn, Norman
Owner: LOPEZ, AMALIA
Job Address: 54 NW 103 Street
Miami Shores, FL 33150 -1234
Project <NONE>
Contractor: HOME OWNER
Permit Type: Fence/Wall
Inspection Type: Final
Work Classification: Concrete Precast
Phone Number (786)299 -3446
Parcel Number 1131010180040
Building Department Comments
NEW CBS PRIVATE WALL IN ADDITION TO A WOOD
GATE
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 173683. CREATED AS
REINSPECTION FOR INSP - 165910. Not Ready
PROVIDE PERMIT FOR LIGHT ON WELL.
7-5
zJ
June 04, 2012
For Inspections please call: (305)762 -4949
Page 14 of 24
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): AM � L k tt 1-0 '� Phone #: y Y�
Address: ,A J L( (0 `) rd ' =��N �+�
City: U �tC�` - ' ttifl.[/J State: � l zip: 3°3 I��.
Tenant/Lessee Name: Phone#:
Email:
RECEIVED
NOV 21.2011
BY:
Permit No.
Master Permit No.
JOB ADDRESS: ° &)
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes
CONTRACTOR: Company Name:
Address:
City:
Qualifier Name:
NO Flood Zone:
Phone #:
State Certification or Registration #: Certificate of Competency #:
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: �1^ -�/i M- �'� —�✓� M�( -` ,, w+ w
") Phone #: I �ry —0(4°
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: DAddition ZAlteration r ONew ORepair/Replace ODemolition
Description of Work: *-e..4^ ce Lt) dal ` �
L VV ris4A CA- 7!2 " 30
'��lawthQS �..V1�� �i�tP'�tD1
*************************************** Fe************* ********** * **** ******** *O******
Submittal Fee $ Permit Fee $ CCF $ CO /CC $
Scanning Fee $ ! �ti Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
Lao-D
TOTAL FEE NOW DUE $
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 the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
G
wner or Agent
The foregoing intro ent was acknowledged before me this c22.
day of /101 , 20 I L , by , % .m(Jl,o- LoP
who is i ne or who has produced J
\\,,,,IUUililll / ///
As identification and wla. (f
8;h•
NOTARY PUBLIC: ��
\ % % \ —
Print:
Signature
Contractor
The foregoing instrument was acknowledged before me this
, day of , 20 _, by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
My Commission Expires:
''/
APPROVED BY / /�1( Plans Examiner
Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Sign:
Print:
My Commission Expires:
Zoning
Clerk
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972 Tin
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING Permit No. RAJ 1 l 19
PERMIT APPLICATION Master Permit No.
FBC 20
Permit Type: BUILDING ROOFING
OWNER: Name (Fee Simple Titleholder): #)u 9-G i i IcAe Phone #: -Y -z99 - 39/4 C
Address: 4 N u() '103 cer .
City: tkA. 1 441/4A d SA40 x-6.,5 State: *- l Zip: }- 33 t S C9
Tenant/Lessee Name: Phone #:
Email:
JOB ADDRESS: 5.A A4 e....
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes
NO Flood Zone:
CONTRACTOR: Company Name: -O tufre/2 -4 of i /.4 Phone #:
Address:
City: State: Zip:
Qualifier Name: Phone #:
State Certification or Registration #: Certificate of Competency
Contact Phone #: Email Address:
DESIGNER: Architect/Engineer: ! Phone #:
Value of Work for this Permit: $ a 0 SquartgAnear Footage of Work:.
Type of Work: ❑Addition DAlteration iNew d3' b ORepair/Replace DDemolition"
Description of Work: D CP,S P i U� I �' � `/% ;in i o'n + a woo A- ?aka
* ik*HRi kH: gt*** $ eslsgs* **Kegs*+k**** * * * **+H*HegN***
Submittal Fee Permit Fee $
Scanning Fee $ Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
F
s************* 3 Ili* i .Dk%R4'i skfls******N iiN*nkNj******
4e/0 d4114 CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ C
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 ins ' : ction which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will b i % 'proved and a reinspection fee will be charged.
to?.
Signature
The f
day o
who is
er or Agent
oirgi s+ -.- ntwasac. owl :gedbef
20 ,1L, by k1..1
Signature
Q Contractor
e me this A-` The foregoing instrument was acknowledged before me this
day of , 20 _, by
who is personally known to me or who has produced
as identification and who did take an oath.
rsonally known to me or who has produced
NOTA
Sign:
Print:
My Commission Expires:
�As identification and who did take an oath.
Y ' ; LIC:
NOTARY PUBLIC:
„gave,. •' G 00 ,rya
,ee pusup �.'!1� O 0O
***j k***N= ** *=k******ok*sk�kk*******k�k�k n ;- d��k�k�ksk= h�k�kd��kN�i k�k�k�kks(s �N+ k�kt kN��k�N�kak�N+k+kek�k+kik�k+kik k�k , _** ************ ** *********
APPROVED BY iisw'�/ r'r''li Plans Examiner / 6 -2% / Zoning
ign:
Print:
My Commission Expires:
Structural Review
(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
Clerk
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
NAME: AU A-1 t Pi< ZOfrPa DATE: ./e)
ADDRESS: Sq /(JP.v /03 // / /.fit / s'ADES 3 g I 3
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 person as 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 is 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 ifs- �.
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 !4 L-
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 $75,00Q. The building or residence must be for my 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, a§ the ownequilder, I must provide direct, onsite supervision of the construction.
Initial
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 county or
municipal ordinance.
Initial v
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 I must comply with laws requiring the withholding 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.
Initial /44--
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 I 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 : /hvww.mvforidalicense.com /dbpr /pro /cilb/iindex.html
Initial fil-•
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 ' t
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
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 contractors 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 owners 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
By 411‘ath W
day of , 20 I I
who was personally known to me or who has
Produced ere Li _nse or 1)(..) " 1 l0 • I 'Was iden 'ficatio
C`O: A V. State t.t 2315
bUe� tyotary pmmEXpites $ee 124410 , 20
MY Comm►sMon t� 8 N 1 man'
• o:
Seeded
Planning and Zoning Criteria
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit NO. FW -10 -11 -1989
Issue Date: Not Issued
A3P43533 3)
Expires:Not Issued
Folio Number:1131010180040
Owner's Name: AMALIA LOPEZ
Job Address: 54 103 Street
Miami Shores, FL 33150 -1234
Owner's Phone: (786)299 -3446
Total Square Feet: 14
Total Job Valuation: $ 1,200.00
Contractor(s)
HOME OWNER
Phone
Primary Contractor
Yes
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 10/26/2011: Yes
Comments:
0
0
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K L.
AMALIA LOPEZ RESIDENCE
54 NW 103rd STREET,
MIAMI SHORES, FL 33150
JOB DESCRIPTION:
1- NEW CBS PRIVATE WALL
EXISTING STRUCTURE: NONE
ft0(1-1959
Mi ms Shores Village
y
nRoV�o BY DATE
7-.4... ImAi
: ZONING DEPT! , .
=1;33,II CT TO COMPLIANCE WITH ALL FEDERAL
`: iA fL AND COUNTY RULES AND REGULATIONS
CITY
C k° PY
ITS THE LAW
1- 800 - 432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
e STRUCTURAL NOTES:
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE
WITH 2009 SUPPLEMENTS.
DESIGN BASED ON ASCE 7 -05 USING V = 90MPH (3 SEC GUST, UP TO 6' -0" IN
HVHZ), EXPOSURE 'C', CATEGORY I (I = 0.77), USING THE 'SOLID SIGN METHOD'
IN CALCULATIONS.
THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED
TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO
MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS.
THIS DETAIL IS PREPARED AS A GENERAL MODIFICATION DETAIL. TYPICAL FIELD
CONDITIONS ARE ASSUMED IN THE DESIGN. SHOULD ANY SPECIFIC LOCATION
DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS,
ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE
BUILDING INSPECTOR AND PERMITTING CONTRACTOR.
CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DETAIL.
THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE
STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS
CERTIFICATION AND NOT REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL
DRAWING. THEY MAY BE INSTALLED AS DESIRED PER MFR. SPECIFICATIONS.
EXCAVATION:
EXCAVATIONS NEAR ADJACENTS FOOTINGS AND FOUNDATIONS SHALL NOT
REMOVE LATERAL SUPPORT WITHOUT FIRST UNDERPINNING OR PROTECTING THE
THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL
TRANSLATION.
FILL TO BE PLACED OVER THE NATURAL GROUND TO ARCHIEVE THE FINISH PAD
ELEVATION. BACKFILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SOILS
CONTAINING LESS THAN 5% ORGANIC WITH NO MORE THAN 30% ROCK, AND NO
ROCK LARGER THAN 3 INCHES IN DIAMETER AND PLACED IN LOOSE LIFTS NOT TO
EXCEED 12 INCHES IN THICKNESS. COMPACTATION EFFORT SHALL OBTAIN A MIN.
OF 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY AS PER ASTM D -1987 AT
OPTIMUM MOISTURE CONTENT.
FOOTINGS:
ALL FOOTING DESIGNED TO BEAR ON COMPACTED SOIL, WITH A MINIMUM SOIL
BEARING PRESSURE OF 2,000 PSF AND LATERAL BEARING PRESSURE BELLOW
NATURAL GRADE OF 150 PSF, AS PER VISUAL INSPECTION BY OTHERS, SOIL
CONDITIONS AT THIS SITE ARE SAND AND ROCK. SHOULD OTHER CONDITIONS
OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR TO
PROCEEDING WITH THE WORK.
CONCRETE:
ALL FOOTINGS SHALL BE DESIGNED TO REACH A COMPRESSIVE STRENGTH OF
3,000PSI IN 28 DAYS WITH A MAX WATER - CEMENT RATIO OF 0.4. ALL MIXING,
TRANSPORTING, PLACING, & CURING OF CONCRETE SHALL BE IN ACCORDANCE
WITH ACI 318. NO ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN
APPROVAL OF THE ABOVE - SIGNED ENGINEER.
CONCRETE SHALL BE TYPE 1 PORTLAND CEMENT MEETING THE REQUIREMENTS OF
ASTM C150, AGGREGATES TO MEET ASTM C33. POTABLE WATER SHALL BE USED.
STEEL REINFORCEMENT:
ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE
GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF
ASTM A615, GRADE 60 (U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE
RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO
THE "ACI DETAILING MANUAL" (SP -66) AND THE ACI 318. SHOP DRAWINGS
SHALL BE SUM. I I tD FOR REVIEW. ALL STEEL SHALL BE SECURELY HEW IN
PLACE DURING POURING OF CONCRETE. IF REQUIRED, ADDITIONAL BARS
SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO FURNISH SUPPORT
FOR ALL BARS.
REINFORCED MASONRY:
1. ALL BLOCK MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCEMENT
DUR -O -WALL LADDER TYPE SPACED 16" ON CENTER. USE PREFABRICATED
CORNERS AND TEES BY "DUR -O -WALL AT CORNERS AND JUNCTIONS OF WALLS
MASONRY UNITS SHALL BE 2 CELL HOLLOW UNITS CONFORMING TO A.S:T.M.
C -90 WITH COMPRESSIVE STRENGTH OF 1500 P.S.I. ON THE NET
CROSS - SECTIONAL AREA AND SHALL BE LAID IN RUNNING BOND.
2. GROUT USED IN THE WORK SHALL CONFORM TO ASTM C476 AND OBTAIN A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS WITH A SLUMP
MIX OF 8" TO 11 ", PROVIDE CLEAN -OUT AND INSPECTION HOLES AT FILLED
CELLS AT BOTTOM COURSE.
3. POUR GROUT IN LIFTS NOT TO EXCEED 4 FT.
4. HOOK BOTTOM OF VERTICAL BARS IN ALL TERMINATING COLUMNS 3" ABOVE
BOTTOM OF FOOTING.
5. TIE BEAMS SHALL HAVE CONTINUOUS REINFORCEMENT, PROVIDED BY
LAPPING SPLICES NOT LESS THAN 30 ". CONTINUITY SHALL BE PROVIDED AT ALL
CORNERS BY BENDING 2 #5 BARS FROM EACH DIRECTION AROUND THE CORNER
30" OR BY ADDING 2 #5 BENT 30" EACH LEG.
6. MORTAR: ASTM TYPE S CROSS WEBS ADJACENT TO FILLED CELLS.
7. VERTICAL EXPANSION JOINTS SHALL BE PLACED AT 24FT INTERVALS
MAXIMUM IF APPLICABLE.
ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION
CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND
MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA-OR
MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION
AND INSTALLATION OF MATERIALS.
ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN
ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al INDEMNIFIES &
SAVES HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING
LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS
CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS
PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
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COPYRIGHT ENGINEERING EXPRESS
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PROPOSED CONDITIONS SITE PLAN
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ENGINEER SEAL AFFIXED HERETO VALIDATES PROPOSED LOCATION OF DESIGN TO EXISTING
CONDITIONS ONLY. THIS SHEET IS NOT INTENDED NOR IS IT CERTIFIED TO BE USED AS A
SURVEY, WARRANTY, OR GUARANTEE OF ANY KIND. DIMENSIONAL INFORMATION ON THIS
SHEET IS NOT VERIFIED NOR CERTIFIED BY THIS OFFICE. EXISTING CONDITIONS TO BE FIELD
VERIFIED TO ENSURE ACCURACY OF OUR PROPOSED STRUCTURE LOCATION. ANY SURVEY AND
RELATED INFORMATION SHALL BE CERTIFIED BY OTHERS AND IS OUTSIDE THE SCOPE OF OUR
CERTIFICATION. THIS SHEET IS TO BE USED IN CONJUNCTION WITH STRUCTURAL
ENGINEERING DOCUMENTS FOR THE PURPOSE OF PROPOSED INSTALLATION ONLY.
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PROJECTION OF
CONCRETE FOOTING -\
1_32 O.C. MAX. TYP. —}
-1
•
•
•
•
•
•
■
•
■
•
•
14' 6"
MASONRY WALL FENCE TYPE "L"
SCALE: 1/2" = 1' -0"
PLAN VIEW
PLACE METAL LATH, WIRE SCREEN,
OR SHEET METAL CAP
(AS PERMITTED BY BLDG. DEPT)
VERTICAL REINFORCING W/ MATCHING
DOWELS IN FOUNDATION. MASONRY WALL
FENCE SCHEDULE FOR SIZE AND SPACING
HORIZ. JOINT REINF @ 16" O.C.
STARTING AT FIRST COURSE ABOVE
FOUNDATION. LAP SPLICES 6 ". USE
PREFAB. L'S AND T'S AT WALL
INTERSECTIONS SEE STRUCTURAL
NOTES FOR REQUIREMENTS
GROUT FILLED CELL
PLACE AND CONSOLIDATE
GROUT IN 5 FT. LIFTS
MORTAR CROSS
WEBS ADJACENT
TO FILLED CELLS
ASTM C.90
C.M.U.'S
DOWELS WITH 48
BARS DIAMETERS MIN
OVERLAP INTO
FOOTING
FOUNDATION
(TYPE MAY VARY)
3000 PSI GROUT FILLED
CELLS
SET FIRST COURSE
IN FULL MORTAR
BEDDING
CLEAN OUT OPENINGS
AT GROUT FILLED
CELL LOCATIONS.
TYPICAL MASONRY
WALL CONSTRUCTION
SCALE: N.T.S.
8 "x16" CONCRETE TIE BEAM
WI 4- #4 BARS CONT. AND
#3 TIES @ 8" O.C.
VERT. BARS IN 3000 PSI GROUT
FILLED CELL. PROVIDED CLEANOUT
AT BOTTOM TO ENSURE PROPER FILL.
ADD WEEP HOLES AT 1/3 OF SPAN.
HOOK REINF. BAR 24" AT BOTTOM
AND 12" ON TOP.
WATERPROOF BLOCK
WALL w/ SOLID GROUT
BELLOW GRADE
8" MIN.
8 "x8 "x16" CONCRETE MASONRY
UNIT WITH 9 GAUGE LADDER
TYPE HORIZ. REINFORCEMENT
EVERY OTHER COURSE
LONGITUDINAL
REBARS
I—
FOOTING TYPE "L" (REFER TO
MASONRY WALL FENCE SCHEDULE
FOR SIZE & REINFORCING)
MASONRY WALL FENCE TYPE "L"
SCALE: 1/2" = V -0"
TYPICAL SECTION
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LONGITUDINAL
REBARS
CROSS
REBARS
VERTICAL
REBARS
TYPE "L"
5' -0"
24"
16"
42"
4- #5 BARS
#5 BARS @ 13" O.C.
#5 BARS @ 32" O.C.
10:11 C
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F: \01 Project Files\ One Time Clients\ 11 One Time Clients \11- AL2-0001 Amalie Lopez Res111- AL2-0001_01b Block Wall.
11/16/2011 - 9:16am
s
AMALIA LOPEZ RESIDENCE
54 NW 103rd STREET,
MIAMI SHORES, FL 33150
P IT #: ftui ' I_ ((a, .
Miami
Shores Village
BY
DATE
APPROVED
ZONING DEPT
BLDG DEPT
�'" ! ./(4FI/
WITH ALL FEDERAL
N RULES AND REGULATIONS
SUBJECT 10 CCMPLIANCE
STATE AND CCIjN
CITY
COPY
!MIRE Mill
1- 800 - 432 -4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
NOV 212011
Y.......C: ,1"........
STRUCTURAL NOTES:
THIS SYSTEM HAS BEEN DESIGNED AND SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE REQUIREMENTS OF THE 2007 FLORIDA BUILDING CODE
WITH 2009 SUPPLEMENTS.
DESIGN BASED ON ASCE 7 -05 USING V = 90MPH (3 SEC GUST, UP TO 6' -0" IN
HVHZ), EXPOSURE 'C', CATEGORY I (I = 0.77), USING THE 'SOLID SIGN METHOD'
IN CALCULATIONS.
THIS FENCE DESIGN TO BE USED AT GROUND SURFACE ONLY, WITH USE LIMITED
TO DECORATIVE BARRIER PURPOSES ONLY. THIS FENCE IS NOT INTENDED TO
MEET CODES GOVERNING ELEVATED BALCONIES OR STRUCTURAL RAILINGS.
THIS DETAIL IS PREPARED AS A GENERAL MODIFICATION DETAIL. TYPICAL FIELD
CONDITIONS ARE ASSUMED IN THE DESIGN. SHOULD ANY SPECIFIC LOCATION
DIFFER FROM THAT SPECIFIED HEREIN, OR STANDARD FIELD CONDITIONS,
ADDITIONAL SPECIFIC ENGINEERING MAY BE REQUIRED AS DETERMINED BY THE
BUILDING INSPECTOR AND PERMITTING CONTRACTOR.
CARE SHALL BE TAKEN BY CONTRACTOR IN ALL APPLICATIONS OF THIS DETAIL.
THE INSTALLATION OF ANY ACCESSORIES THAT DO NOT AFFECT THE
STRUCTURAL INTEGRITY OF THE STRUCTURE ARE OUTSIDE THE SCOPE OF THIS
CERTIFICATION AND NOT REQUIRED TO BE CERTIFIED UNDER THIS STRUCTURAL
DRAWING. THEY MAY BE INSTALLED AS DESIRED PER MFR. SPECIFICATIONS.
EXCAVATION:
EXCAVATIONS NEAR ADJACENTS FOOTINGS AND FOUNDATIONS SHALL NOT
REMOVE LATERAL SUPPORT WITHOUT FIRST UNDERPINNING OR PROTECTING THE
THE FOOTING OR FOUNDATION AGAINST SETTLEMENT OR LATERAL
TRANSLATION.
FILL TO BE PLACED OVER THE NATURAL GROUND TO ARCHIEVE THE FINISH PAD
ELEVATION. BACKFILL MATERIAL SHALL CONSIST OF CLEAN GRANULAR SOILS
CONTAINING LESS THAN 5% ORGANIC WITH NO MORE THAN 30% ROCK, AND NO
ROCK LARGER THAN 3 INCHES IN DIAMETER AND PLACED IN LOOSE LIFTS NOT TO
EXCEED 12 INCHES IN THICKNESS. COMPACTATION EFFORT SHALL OBTAIN A MIN.
OF 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY AS PER ASTM D -1987 AT
OPTIMUM MOISTURE CONTENT.
FOOTINGS:
ALL FOOTING DESIGNED TO BEAR ON COMPACTED SOIL, WITH A MINIMUM SOIL
BEARING PRESSURE OF 2,000 PSF AND LATERAL BEARING PRESSURE BELLOW
NATURAL GRADE OF 150 PSF, AS PER VISUAL INSPECTION BY OTHERS, SOIL
CONDITIONS AT THIS SITE ARE SAND AND ROCK. SHOULD OTHER CONDITIONS
OR MATERIALS BE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED PRIOR TO
PROCEEDING WITH THE WORK.
CONCRETE:
ALL FOOTINGS SHALL BE DESIGNED TO REACH A COMPRESSIVE STRENGTH OF
3,000PSI IN 28 DAYS WITH A MAX WATER - CEMENT RATIO OF 0.4. ALL MIXING,
TRANSPORTING, PLACING, & CURING OF CONCRETE SHALL BE IN ACCORDANCE
WITH ACI 318. NO ADMIXTURES ARE TO BE USED WITHOUT THE WRITTEN
APPROVAL OF THE ABOVE- SIGNED ENGINEER.
CONCRETE SHALL BE TYPE 1 PORTLAND CEMENT MEETING THE REQUIREMENTS OF
ASTM C150, AGGREGATES TO MEET ASTM C33. POTABLE WATER SHALL BE USED.
FRANK L. BENNARDO, P.E1
046549
STEEL REINFORCEMENT:
ALL REINFORCEMENT SHALL BE DEFORMED BARS OF INTERMEDIATE
GRADE NEW BILLET STEEL CONFORMING TO CURRENT REQUIREMENTS OF
ASTM A615, GRADE 60 (U.O.N.), FREE FROM OIL, LOOSE SCALE AND LOOSE
RUST AND BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO
THE "ACI DETAILING MANUAL" (SP -66) AND THE ACI 318. SHOP DRAWINGS
SHALL BE SUBMITTED FOR REVIEW. ALL STEEL SHALL BE SECURELY HELD IN
PLACE DURING POURING OF CONCRETE. IF REQUIRED, ADDITIONAL BARS
SHALL BE PROVIDED BY THE GENERAL CONTRACTOR TO FURNISH SUPPORT
FOR ALL BARS.
REINFORCED MASONRY:
1. ALL BLOCK MASONRY WALLS SHALL HAVE HORIZONTAL REINFORCEMENT "
DUR -O -WALL LADDER TYPE SPACED 16" ON CENTER. USE PREFABRICATED
CORNERS AND TEES BY "DUR -O -WALL AT CORNERS AND JUNCTIONS OF WALLS
MASONRY UNITS SHALL BE 2 CELL HOLLOW UNITS CONFORMING TO A.S.T.M.
C -90 WITH COMPRESSIVE STRENGTH OF 1500 P.S.I. ON THE NET
CROSS- SECTIONAL AREA AND SHALL BE LAID IN RUNNING BOND.
2. GROUT USED IN THE WORK SHALL CONFORM TO ASTM C476 AND OBTAIN A
MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS WITH A SLUMP
MIX OF 8" TO 11 ", PROVIDE CLEAN -OUT AND INSPECTION HOLES AT FILLED
CELLS AT BOTTOM COURSE.
3. POUR GROUT IN LIFTS NOT TO EXCEED 4 FT.
4. HOOK BOTTOM OF VERTICAL BARS IN ALL TERMINATING COLUMNS 3" ABOVE
BOTTOM OF FOOTING.
5. TIE BEAMS SHALL HAVE CONTINUOUS REINFORCEMENT, PROVIDED BY
LAPPING SPLICES NOT LESS THAN 30 ". CONTINUITY SHALL BE PROVIDED AT ALL
CORNERS BY BENDING 2 #5 BARS FROM EACH DIRECTION AROUND THE CORNER
30" OR BY ADDING 2 #5 BENT 30" EACH LEG.
6. MORTAR: ASTM TYPE S CROSS WEBS ADJACENT TO FILLED CELLS.
7. VERTICAL EXPANSION JOINTS SHALL BE PLACED AT 24FT INTERVALS
MAXIMUM IF APPLICABLE.
ENGINEERING EXPRESS HAS NOT VISITED THIS JOBSITE. INFORMATION
CONTAINED HEREIN IS BASED ON CONTRACTOR SUPPLIED DATA AND
MEASUREMENTS. ENGINEERING EXPRESS SHALL NOT BE HELD RESPONSIBLE OR
LIABLE IN ANY WAY FOR ERRONEOUS OR INACCURATE DATA OR
MEASUREMENTS. WORK SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
ENGINEERING EXPRESS SHALL BE NOTIFIED AND GIVEN AN OPPORTUNITY TO
REEVALUATE OUR WORK UPON DISCOVERY OF ANY INACCURATE INFORMATION
PRIOR TO MODIFICATION OF EXISTING FIELD CONDITIONS AND FABRICATION
AND INSTALLATION OF MATERIALS.
ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTURAL DESIGN AS SHOWN
ONLY. USE OF THIS SPECIFICATION BY CONTRACTOR, et. al. INDEMNIFIES &
SAVES HARMLESS THIS ENGINEER FOR ALL COSTS & DAMAGES INCLUDING
LEGAL FEES & APPELLATE FEES RESULTING FROM MATERIAL FABRICATION,
SYSTEM ERECTION, & CONSTRUCTION PRACTICES BEYOND THAT WHICH IS
CALLED FOR BY LOCAL, STATE, & FEDERAL CODES & FROM DEVIATIONS OF THIS
PLAN. EXCEPT AS EXPRESSLY PROVIDED IN HEREIN, NO ADDITIONAL
CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED.
I
YALIDDI.YWIAN CRONE B SEAL
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F:101 Project Fiiest_ One Time Clients1_11 One Time Clients111 -AL2 -0001 Amelia Lopez Res111- AL2 -0001_01b Block Wall.dwg
11/16/2011 -4:07pm
PROPOSED CONDITIONS SITE PLAN
OW
PLATTED LO')' # t4ES •
•NORTK 7101' OF" LOTS 7 $F 9_ AND. 10.
a> r � ARC sO Rof Ro0R a1?
Cc._
25'(P}
New PRo P 'qJED
r-- S P `R_iV,
0
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84OCi{ .?1
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LOT .6
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•Iuc1.uDED Nj
PTT.
Of'..WT
6LOCK'11
PLATTED .
LOT LINES
•
i<y ?H,v2
r(tic ..
0. /,,{1,a' ,NOT.)idCLUDED.
• LOT 2p; ;WO{
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N1 W, 102a S1RE.ET
0
Kit I NCLUD.0
R MAO 4DEM t1P
LOT 21,. SLQti 21
Nl {BHT
-ROAD(P) •
STRUCTURAL NOTES:
L. BENNARDO, P.E,
SCALE
1 "= 20'
CO
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ENGINEER SEAL AFFIXED HERETO VALIDATES PROPOSED LOCATION OF DESIGN TO EXISTING
CONDITIONS ONLY. THIS SHEET IS NOT INTENDED NOR IS IT CERTIFIED TO BE USED AS A
SURVEY, WARRANTY, OR GUARANTEE OF ANY KIND. DIMENSIONAL INFORMATION ON THIS
SHEET IS NOT VERIFIED NOR CERTIFIED BY THIS OFFICE. EXISTING CONDITIONS TO BE FIELD
VERIFIED TO ENSURE ACCURACY OF OUR PROPOSED STRUCTURE LOCATION. ANY SURVEY AND
RELATED INFORMATION SHALL BE CERTIFIED BY OTHERS AND IS OUTSIDE THE SCOPE OF OUR
CERTIFICATION. THIS SHEET IS TO BE USED IN CONJUNCTION WITH STRUCTURAL
ENGINEERING DOCUMENTS FOR THE PURPOSE OF PROPOSED INSTALLATION ONLY.
ph
ill
COPYRIGHT ENGINEERINGEXPRESS
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F: \01 Project Files\ One Time Clients\ 11 One Time Clients111 -AL2 -0001 Amalia Lopez Res \11 -AL2- 0001_01 b Block Wall.dwg
11/16/2011 - 9:19am
PROJECTION OF
CONCRETE FOOTING
1-32" O.C. MAX. TYP. -1
■
■
■
■
14' 6"
MASONRY WALL FENCE TYPE "L"
SCALE: 1/2" = 1' -0"
PLAN VIEW
PLACE METAL LATH, WIRE SCREEN,
OR SHEET METAL CAP
(AS PERMITTED BY BLDG. DEPT)
VERTICAL REINFORCING W/ MATCHING
DOWELS IN FOUNDATION. MASONRY WALL
FENCE SCHEDULE FOR SIZE AND SPACING
HORIZ. JOINT REINF @ 16" O.C.
STARTING AT FIRST COURSE ABOVE
FOUNDATION. LAP SPLICES 6 ". USE
PREFAB. L'S AND T'S AT WALL
INTERSECTIONS SEE STRUCTURAL
NOTES FOR REQUIREMENTS
GROUT FILLED CELL
PLACE AND CONSOLIDATE
GROUT IN 5 FT. LIFTS
MORTAR CROSS
WEBS ADJACENT
TO FILLED CELLS
ASTM C.90
C.M.U.'S
DOWELS WITH 48
BARS DIAMETERS MIN
OVERLAP INTO -\
FOOTING
FOUNDATION
(TYPE MAY VARY)
3000 PSI GROUT FILLED
CELLS
SET FIRST COURSE
IN FULL MORTAR
BEDDING
CLEAN OUT OPENINGS
AT GROUT FILLED
CELL LOCATIONS.
TYPICAL MASONRY
WALL CONSTRUCTION
SCALE: N.T.S.
8 "x8" CONCRETE TIE BEAM
w/ 2- #5 BARS CONT. 1-8.1
VERT. BARS IN 3000 PSI GROUT
FILLED CELL. PROVIDED CLEANOUT
AT BOTTOM TO ENSURE PROPER FILL.
ADD WEEP HOLES AT 1/3 OF SPAN.
HOOK REINF. BAR 12" AT BOTTOM
AND TOP.
WATERPROOF BLOCK
WALL w/ SOLID GROUT
BELLOW GRADE
8" MIN.
8 "x8 "x16" CONCRETE MASONRY
UNIT WITH 9 GAUGE LADDER
TYPE HORIZ. REINFORCEMENT
EVERY OTHER COURSE
CROSS
REBARS
LONGITUDINAL
REBARS
FOOTING TYPE "L" (REFER TO
MASONRY WALL FENCE SCHEDULE
FOR SIZE & REINFORCING)
MASONRY WALL FENCE TYPE "L"
SCALE: 1/2" = 1' -0"
TYPICAL SECTION
FRANK L. BENNARDO, P.E.,
!046549
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LONGITUDINAL
REBARS
CROSS
REBARS
VERTICAL
REBARS
TYPE "L"
5' -0"
24"
16"
30"
3- #5 BARS
#5 BARS @ 16" O.C.
#5 BARS @ 32" O.C.
Q
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