FW-19-1540Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: FW-07-19-1540
D n r-x-r.r� 02 Permit Type: Fence/Wall
MWork Classification: Ornamental/Metal
Permit Status: Approved
Issue Date: 06/1S/2020 I Expiration: 12/02/2020
Location Address Parcel Number
1292 NE 95TH ST, Miami Shores, FL 33138 1132060144040
Contacts
MARIA DELLATORRES
1292 NE 95 ST, MIAMI SHORES, FL 33138
Owner HOME OWNER Contractor
HOME OWNER
Description: FENCE AND GATE METAL & WOOD Valuation: $ 4,000.00 Inspection Requests:
305-62-4949
TotalSq Feet: 0.00
Fees
Amount
$75 Re -inspection Fee
$75.00
Application Fee - Other
$50.00
CCF
$2.40
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$0.80
Planning and Zoning Review Fee
$35.00
Scanning Fee
$9.00
Structural Review ($45)
$45.00
Technology Fee
$2.50
Wire and Wood Fence Fee
$50.00
Tota I :
$273.70
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$273.70
Credit Card
06/12/2020 $223.70
Credit Card
07/03/2019 $50.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent Date
June 15, 2020 Page 2 of 2
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
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
CE tla_
I
JUL 0 1.0A
BY: `
B 20
Master Permit No.�U- to A " Soo
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
n
n, (� p[CONTRACTOR DRAWINGS
JOB ADDRESS: 42,91 I :6 l S
City: Miami Shores County: Miami Dade Zip:t.'��
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load:
Construction Type: Flood Zone:
BFE: FFE:
OWNER: Name (Fee Simple Titleholder):
cm
�'l� �+^ `v1 �
Phone#: -� r�IP iDS
Address: A)�J
��
City: CAAAA'� _
State:
(
Zip:
Tenant/Lessee Name:
Phone#:
Email
L•
v
CONTRACTOR: Company Name: 401m V Phone#:
Address:
City:
Qualifier Name:
State Certification or Registration #:
DESIGNER: Architect/Engineer:
Add
State: Zip:
Phone#:
Value of Work for this Permit: sc u
Type of Work: ❑ Addition ❑ Iteration ��Q❑ New
Description of Work: 4C' �" `i^
Specify color of color tru tile:
Submittal Fee $ ,c�IJ Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
Radon Fee $
Training/Education Fee $
Certificate of Competency #:
one#:
r,{t,•,
Glty: State: Zip:
e/Linear Footage of Work:
M
�> ❑ Repal /Replace ❑ Demolition
O(
ll�rY/It���ttielt:.
CCF $
DBPR $
CO/CC $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 hiic occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be a proyd a re'nspection fee will be charged.
Signature 5�"yl w 1 W%- /
OWNER or AGENT
The fygoing instrument was acknowledged before me this
day of 20 11 by
A►'� G tOk U()Trjr�A who is personpally known to
1 1 _
me or who has produced _�,X
ident' ica ' n an ho did take an
NOT RY PU LIC:
Si R
Print: .a
Seal:
4'fs
`���yNjFr0����'
•.`� Zi Go
:•y MG(32872U
On ►hN� 49
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:
Sign:
Print:
Seal:
APPROVED BY Plans Examiner Zoning
Structural Review y
(Revised02/24/2014)
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: ( �1�� ��'�'�'l � 0-r DATE:
03
ADDRESS:�1
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. 1 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. p
Initial �"
2. 1 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. I,
Initial I"
3. 1 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 cont s.
Initial! ! AO
4. 1 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 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, whic ates the exemption.
Initial
\•' r'+ 5,':. ,I.ui�derrst�nd that, as the owner -builder, I must provide direct, onsite supervision of the constructio
Initial ���1 I
6— I-understand.t6t I may not hire an unlicensed person to act as my contractor or to supervise persons working
my building or residence. It
z , y ' °" Is my respbnsil3ility to ensure that the persons whom I employ have the license required by law and y c/oun or municipal ordinance.
�'=. .f' '�''a'., • ', ` ''vl Initial t�`'�
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. 1, 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.
Initial6
8. 1 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. Pmr
Initial
9. 1 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. 1 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 httg://www.myfloridalicense.com/dbor/pro/ci,b/index.htmI
Initialf'
11. 1 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:
I zq 2- �J C- 9s. �S
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the (nfor ion 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 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 issI required when the permit is issued.
Was acknowledged before me this yd day of Ul , 20
By MWO �g- oQ L ��st�q�QVAA who was personally known to me or who has -•,„AIM,,,,.
Prod ere License or
OWNER
ration. Z
OGG 257,
To Miami Shores Village, March 31, 2020
HOMEOWNER: MARIA DELLA TORRES, 1292 NE 95 ST, MIAMI SHORES, FL 33138
• • • •
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PERMIT FW-07-19-1540: FENCE AND GATE,
METAL AND W00V
;••••;
....
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.....
Attention : Ismael Naranjo
....;.
•••••
....
.
......
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'
reply to comments
' '
• • •
•
.. •
•"'•
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'
A. POOL BARRIER
'0000
Concerning R4501.17. a "barrier" will be provided using two (2) measures:
a. To reflect compliance with code an installation shall be done using expanded
sheet metal, flat, Al, 8x4 ft, 1/240.081 on two existing entry gates up to a height of
48" on the street side of the gates; spacing within the cutouts of the metal sheet
shall not exceed 13/4 inches (44 mm) in width. (see this PDF: on Plan page 2 and
technical info sheet attached for metal sheet page NR 3).
b. installation of Pool Guard Alarm System in the existing swimming pool. Certified
to ASTM F 2208-08. (see this PDF: on Plan page 2 and info sheet attached, page
NR4).
B. ENGINEERS SEAL
Please see attached Engineer Plans with electronic signature containing the seal
(3 PDFs as single files attached to this email).
C. PERMIT EXTENSION
To be on the safe side with the current situation, I would like to apply for a
permit extension, for this permit, FW-07-19-1540: as well as for DS-07-19-1539.
Sincerely,
MARIA PAOLA DELLA TORRES
1 of 1
MARIA DELLA TORRES,1292 NE 95 ST, MIAMI SHORES, FL 33138
PERMIT FW-07-19-1540: fence and gate, metal and wood
\ N.E. 951h STREET -
-
....
•
•••• ••••••
•••• • •• •••••
• • ••••••
iinTRI
• � -7
-T- wJ.rJ�.Eue r
LOCATION MAP 0 rt to
-To—
A- Pool Barrier
Concerning R4501.17a'barrier'w81 be provided using two (2) mea- a. I LEGAL Or40RiPT10 +L ,y •�l M
sures: r�5'r 7n IR Aa 'L"I part at Lots 1 and 2 ar Hack 85 of VAYi SNarcS yj
a. An installation shall be done using expanded sheet metal, flat, AI, ' r,-� i I fir' sf AO..S" aq;o,,V 9 fo t-.e Pal I'Wftl n m o/ded r, Pool
8x4 fL 1/2-a0.081 on two existing entry gates up to a height of 48'on 4�ra Ief. Eatk 10 of Pogo V of I w PW-;, Pecooa at 94?1m -odde cowry.
the street side of the gates; spacing within the cutouts of the sheet I F../L.7 tyelY Ntsl of he h.,enq sescrltw me lhlm o pmnt :. {a
- z S6D' f0 Ins Ndr•0 d•e of Loft, o A• ante of no fW East of rye
shall not exceed r metal sheet
(44 mm) In width. (see technical Info I } Nork ast I -r of sod Lot I run S hoowy 190.2 ke, to o Part
sheet attached for metal sheet this PDF Page NR 3). C -, Q n rye S: fh 1, of L •' 2. 0#7 de rT f"I L^r of me S.,Yth Most
and comer' of sod of 2 ono the Savtb=t hVt a me ohy a '
b. Installation of Pool Guard Alarm System at the existing swimJPDF
s -_ ti rxco' rr P „2. Z+ Pwoal IOMt,: c'-.n A'.•nfte• If- JZ7i •t+e eN11
pool. Certified to ASTM F 2208-08. (see Info sheet attached, thiIM7 tn1 CERTIPM r0PageNR4). � oLt1Ye"�• 1 PAR,A PACLA CC LA TORRE
I f •! PROPERTYA r•l a
0
�, 179? fh L 42th "rant be
a sa e., r "K• 1J.o,^ Sh_,as. n 33138
1�.iJ 6 �; 1 O1 �r SU•VEY'W ANQTE_ J
9_ eL.r h ' ^,o caCANA
tY'�0.15 'aoGa 11 he aWwe Aopert, ew eu•.eyed pid dLed W
- e,sed w the oho. too '1eau,i— ProAdertL_
To ty C P1.
• eyV _ 2) ,1 Deering, a dhla•ree aher, .e•aan we —des end
V P � 0 rn101aedd n,efe e11— Mo.r Q
tat fJ• J Two STORYC s Location o/proposed 31 T,. .+,n ,heen r..,-� .... • �t °At-ted /o. .ea.n.+l. a Ga
9 I RESIDENCE•1 1 of" 1 -dre0m%e � >p1r' N r. 0101 Pnd I'P
•� • e6' - - Screening fence and Gate;
tl O p rrt7,rV,-66 fJe • 4) F—",-e -0/e• root— 1ne1 may 4 e -,Cnd the z a
Details on Sheet -,e, of 1h• 0wea he e'n aesc• ed e . el ene.n
DilShS2 m
arnttL
Y. 25• 3' Tlw TceyrecuL r ipvp1RKnI0Y S) (DMood
wtowhotewKND
ed 'WCw1Y,ltlhun1929Z
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t
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e 1_ moo � • i LI —�- 1•°I'p°• 6) Mne•eMo fOD(eet to OI the 7`llw � W
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L6p
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Paa �j
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I' '{ •,' t9.n' Y' rl?
Pjm s• _ate yRrJD rue aR MVQRS CRT Y'A'E � i
+ ...f � O~ ) fie t.2. ee.r _a, e.... e.:. r�anl e."'r w1 s •••..et t•• mnw.r. .. •••--o«
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- - - ••�� r ib'1 b+, 1•o.w Lee• IP, .17077 rin Se 61av1« M,e �•
89.7g' �CI •— —6Rh1» ^� QI W P P R Y.� Nw Ihur 1,0• me eb•w is The Ina d ml o.e.««
al NOT 0 YNasS SE." .0 EVRowo "I SAK, Qws SE.4 fs
of uK 77 Tor v 12 LL
Pia-IR of N Pa n.lo ru CRAP111C SCALE °a"e•+..t '0'L C}.za-zoln 4Q
Level 1 W/3UfVe O ° o
10 >a A*M 138a1 SW IMh T•rroee
1 -(J' u:mi. r 33164 EFRAIN LOPEZ 11 SHEET I
Mi ria Paola Della Torre Residence PROPOSAL over SURVEY'""�1N e;
resang comme'1 i1 A 102
M h 2020: Question Nr 1 Om uildo. Dau kwe Date
1292 NE 95 TH ST., MIAMI SHORES, FL 33138
0
�, 179? fh L 42th "rant be
a sa e., r "K• 1J.o,^ Sh_,as. n 33138
1�.iJ 6 �; 1 O1 �r SU•VEY'W ANQTE_ J
9_ eL.r h ' ^,o caCANA
tY'�0.15 'aoGa 11 he aWwe Aopert, ew eu•.eyed pid dLed W
- e,sed w the oho. too '1eau,i— ProAdertL_
To ty C P1.
• eyV _ 2) ,1 Deering, a dhla•ree aher, .e•aan we —des end
V P � 0 rn101aedd n,efe e11— Mo.r Q
tat fJ• J Two STORYC s Location o/proposed 31 T,. .+,n ,heen r..,-� .... • �t °At-ted /o. .ea.n.+l. a Ga
9 I RESIDENCE•1 1 of" 1 -dre0m%e � >p1r' N r. 0101 Pnd I'P
•� • e6' - - Screening fence and Gate;
tl O p rrt7,rV,-66 fJe • 4) F—",-e -0/e• root— 1ne1 may 4 e -,Cnd the z a
Details on Sheet -,e, of 1h• 0wea he e'n aesc• ed e . el ene.n
DilShS2 m
arnttL
Y. 25• 3' Tlw TceyrecuL r ipvp1RKnI0Y S) (DMood
wtowhotewKND
ed 'WCw1Y,ltlhun1929Z
4• tr'+ 6• renre flee o•• to De the tents• xn• 01 1re f— 11yy
t
Arvlm 7) vestvestt h >e to To- o/ the .00 G
I '• iilyd OlM CRE YrY e_,
e 1_ moo � • i LI —�- 1•°I'p°• 6) Mne•eMo fOD(eet to OI the 7`llw � W
Jr 'T r ` F•r0. JY.. y • • a 4r O•A11«9) IMderg•oond uto.— — n,, 4.0.0 hereon
L6p
1 r 5Y ' e000 rr Rx• rinmlro naox ruN•,roe IC) Zo 9 -a S.W.- Ora net -I.. Or.e r th.e suy.
Paa �j
Rendimaw 9-62. M•eiion.E.65 R 4 V.D 1919 LL
I' '{ •,' t9.n' Y' rl?
Pjm s• _ate yRrJD rue aR MVQRS CRT Y'A'E � i
+ ...f � O~ ) fie t.2. ee.r _a, e.... e.:. r�anl e."'r w1 s •••..et t•• mnw.r. .. •••--o«
Rn wda a eo 1w � �. Iba 2=-- .• 1.• e+t m1•• s.-n
- - - ••�� r ib'1 b+, 1•o.w Lee• IP, .17077 rin Se 61av1« M,e �•
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al NOT 0 YNasS SE." .0 EVRowo "I SAK, Qws SE.4 fs
of uK 77 Tor v 12 LL
Pia-IR of N Pa n.lo ru CRAP111C SCALE °a"e•+..t '0'L C}.za-zoln 4Q
Level 1 W/3UfVe O ° o
10 >a A*M 138a1 SW IMh T•rroee
1 -(J' u:mi. r 33164 EFRAIN LOPEZ 11 SHEET I
Mi ria Paola Della Torre Residence PROPOSAL over SURVEY'""�1N e;
resang comme'1 i1 A 102
M h 2020: Question Nr 1 Om uildo. Dau kwe Date
1292 NE 95 TH ST., MIAMI SHORES, FL 33138
89.7g' �CI •— —6Rh1» ^� QI W P P R Y.� Nw Ihur 1,0• me eb•w is The Ina d ml o.e.««
al NOT 0 YNasS SE." .0 EVRowo "I SAK, Qws SE.4 fs
of uK 77 Tor v 12 LL
Pia-IR of N Pa n.lo ru CRAP111C SCALE °a"e•+..t '0'L C}.za-zoln 4Q
Level 1 W/3UfVe O ° o
10 >a A*M 138a1 SW IMh T•rroee
1 -(J' u:mi. r 33164 EFRAIN LOPEZ 11 SHEET I
Mi ria Paola Della Torre Residence PROPOSAL over SURVEY'""�1N e;
resang comme'1 i1 A 102
M h 2020: Question Nr 1 Om uildo. Dau kwe Date
1292 NE 95 TH ST., MIAMI SHORES, FL 33138
1292 NE 95 TH ST., MIAMI SHORES, FL 33138
...
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Raw Materials > Aluminum > Aluminum Expanded Sheets ) Expanded Sheet Flat, Al, 8x4 ft.1/2-#0.081 >
• •
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00000
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DIRECT METALS
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Expanded Sheet, Flat, Al, 8x4 ft, 1/240.081
" •
a
0 0
•aa•
Item # 5PAW0 Mfr. Model # 43F050081-48X96 Catalog Page # 2192 UNSPSC # 30102506
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Technical Specs
Web Price 6
$101.99 / each
This Item requires special
shipping, additional
charges may apply.
Shipping Weight 13.01bs.
rx Country of Origin Varies I Country o/0rigin is subject to change.
Note: Product availability is real-time updated and adjusted continuously. The product will be reserved for
you when you complete your order. More
Item
Expanded Sheet
Length Tolerance
+2.000'
Style
Flat
Width Tolerance
+2.000'
Material
Aluminum
Thickness Tolerance
+/-0.005'
Finish
MITI
Design Size
0.500 x 1.270'
Alloy Type
3003
Opening Size
0.313 x 1.000'
Temper
H14
Strand Width
0.103'
Length
8 ft.
Strand Thickness
0.060'
Width
4 ft.
Trade Size
1/2'40.081
Overall Thickness
0.060'
CALC ENGINEERING
3901 NW 791h Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
STRUCTURAL CALCULATIONS
PROJECT: EXTERIOR WORK FOR PAOLA DELLA TORRE RESIDENCE
ADDRESS: 1292 NE 95TH ST, MIAMI SHORES, FL 33138
APPLICABLE CODES
- FBC 2017
- ASCE 2010
- ACI 318-14
- AISC 14T" EDITION
- N DS 2015
- ADM 2015
....
......
....
. ..
.....
.. ..
.
......
These Calculations contain manual and computer generated structural calculations.
Computations were performed to the best of my knowledge according to sound and generally
accepted engineering principals and Code requirements. The sign and seal provided herein is
meant to cover all computation sheets pages 1 through 10.
0e6SII181811,
°�5OOD y'q✓ �sBe
No 82038
v'•• STATE OF •4e
41 4 O R
er��J �O � � ati .�°°a°
���:10BB9990��
Digitally signed
by MASOOD
HAJALI
Date:
2020.03.30
11:58:47-04100'
Masood Hajali, PhD, P.E.
Florida Reg.: 82038
1
CALC ENGINEERING
3901 NW 79'h Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
PROJECT: EXTERIOR WORK FOR PAOLA DELLA TORRE RESIDENCE
.'.
• • • • •
• • •...
ADDRESS: 1292 NE 95TH ST, MIAMI SHORES, FL 33138
• •
• • •
•
....
.. .
......
••'••'
TABLE OF CONTENTS
....
:'•'"
""'•
......
1. DESIGN CRITERIA
R'...'3
....:.
....................................................................................................•
• • •
•
2. LOADS.......................................................................................................................
...................•
3. STEEL SIDE GATE ELEMENT DESIGN......................................................................................................7
Computer Programs Used: °°0%% OODD+H, soy- Digitally signed
by MASOOD
• Mecawind No 82038
9
HAJALI
•.STATE OF ; W04e� Date:
2020.03.30
11:59:00-04100'
AFC, f.OVLD_
2
CALC ENGINEERING
3901 NW 791' Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
1. DESIGN CRITERIA
••••
Desian Parameters
• Florida Building Code, 2017 Edition
....
•,,,, •
.. .
:6066:
•
• Wind Parameters:
......
■ ASCE 7-10
••••••
•""'
•••��
■ Wind Velocity= 115 MPH (ULT)
: ": •;
.'
■ Risk Category=ll
" •
••••:.
■ Exposure= D
�'
•
....
•.••
Materials Used
• Concrete Strength at 28 days — fc=3000 psi
• Reinforcing - 60,000 psi
• Steel HSS ASTM A500 GrB - fy=46,000psi
• Steel Plates ASTM A36 — fy=36,000psi
Design Loads
• Refer to Section 2.
Foundation Parameters
• Presumptive Bearing Capacity 1500psf.
3
CALC ENGINEERING
3901 NW 791h Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
2. LOADS
••••
� • Y
••
Wind loads for Fence (See report below)
««YYY• •Y•• Y
• • • • • •
qh=17.8psf(ASD)
«... �� •
......
G=0.85
««Y.' •..•
Cf=1.43
......
.....•
WIat=17.8*0.85*1.43=21.64psf
•'•"• �••••�
..:. Y'
% solid=1-(0.5/5.5)=91%
• •
•
Wind Load To Be Used = 21.64psf * 0.90 = 19.7psf (On Gross Area)
'.
' • •• • •
Wind Output for Fence
•"'
MecaWind v2322
www.meca.biz, c
a
Basic Wind Parameters
Wind Load Standard = ASCE 7-10 Exposure Category
= D
Wind Design Speed = 115.0 mph Risk Category
= Il
Structure Type = Other Other Structure Type
= Freestanding
Wall
General Wind Settings
= ASCE 7-10 Wind Parameters
=
Incl LF = Include ASD Load Factor of 0.6 in Pressures
= True
DynType = Dynamic Type of Structure
= Rigid
NF = Natural Frequency of Structure (Mode 1)
= 1.000 Hz
NF - Natural Frequency of Structure
= 1.000 Hz
Zg - Altitude (Ground Elevation) above Sea Level
= 0.000 ft
Bdist = Base Elevation of Structure
= 0.000 ft
GenElev = Specify the Elevations For Wind Pressures
= Mean Roof Ht
Reacs = Show the Base Reactions in the output
= False
MWFRSType - MWFRS Method Selected
= No Analysis
Topographic Factor per Fig 26.8-1
Topo - Topographic Feature
= None
Kzt - Topographic Factor
= 1.000
Freestanding Wall Inputs
Freestanding Wall = h : Height to Top of Wall
6.000 ft
B Horizontal Width of Wall = 9.000 ft Lr: Dimension of return corner=
0.000 ft
s Vertical Height of Wall = 6.000 ft e : Solidity Ratio
1.000
Exposure Constants per Table 26.9-1:
Alpha: Const from Table 26.9-1= 11.500 Zg: Const from Table 26.9-1= 700.000 ft
At: Const from Table 26.9-1= 0.087 Bt: Const from Table 26.9-1= 1.070
4
CALC ENGINEERING
3901 NW 791h Avenue, Unit 216
Doral, FL
33166
Ph: 305-898-9995
CA 5566
Am:
Const from Table 26.9-1= 0.111
Bm: Const from
Table 26.9-1= 0.800
••••
C:
Const from Table 26.9-1= 0.150
Eps: Const from
Table 26.9-1=00.12 F•
••••••
Gust
Factor Calculation:
• • •
Gust
Factor Category I Rigid Structures
- Simplified Method
••••••
•
•• •
•
••••• •
G1
= For Rigid Structures (Nat. Freq.>1
Hz) use 0.85
=•c•fi5
• •
••••••
••
•• •
• • •
• •
Gust
Factor Category II Rigid Structures
- Complete Analysis
••••
• ••
•••••
Zm
= 0.6 * Ht
•••••
"0;:7;0 ft
• •
••••••
• •
•••••
Izm
= Cc * (33 / Zm) 0.167
iJ' %1:9
•
••
Lzm
= L * (Zm / 33) Epsilon
54972
••••••
:_
•••
• •
Q
= (1 / (1 + 0.63 * ((B + Ht) /
Lzm)^0.63))^0.5
=•0.9n2
:••••:
••••••
G2
= 0.925*((1+1.7*lzm*3.9*Q)/(1+1.7*3.9*lzm))
= 0.916
Gust
Factor Used in Analysis
G = Lessor Of GI Or G2 = 0.850
Main Wind Force Resisting System (MWFRS) Calculations for Freestanding Wall per Ch 29:
LF = Load Factor based upon ASD Design = 0.60
hs = Overall height of structure = 6.000 ft
Kz = Since z<15 ft [9.572 m) --> 2.01 * (15/zg)^(2/Alpha) = 1.030
Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000
Kd = Wind Directionality Factor per Table 26.6-1 = 0.85
qh = (0.00256 * Kh * Kzt * Kd * V^2) * LF = 17.79 psf
MWFRS Pressures on Freestanding Wall per Fig 29.4-1:
7 7n
C?OSS-SECTION VIEW
i
F
CASE A
i
WIND
F i
wwD � 1F 0.28
RANGE
k-�IHIHIHI
wiNo F F
F
F
CASE C
CASE B
i
i
i
F
oze—�i RA�
PLAN VIEWS
R = Reduction factor to account for openings:
Rc = Reduction factor for Case C since s/h > 0.8: (1.8-s/h)
IHIHI"IHI
79F wlNo
F
F
= 1.000
= 0.800
5
CALC ENGINEERING
3901 NW 791h Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
As
= Gross Area of Wall: B * s
= 54.00 sq ft
B/s
= Aspect Ratio: B / s
= 1.500
s/h
= Clearance Ratio: s / h
= 1.000
Cf
= Net Force Coefficient for Case A and B per Fig 29.4-1
= 1.430
Case A:
Resultant force acts normal to face through geometric center
and since s/h = 1 then consider force acting 0.05*s above the
geometric center
0.05*s
= Since s/h = 1 the load is applied at this vertical offset
from geom center= 0.300
ft
• •
F
= Design Wind force: qh * G * Cf * As * R
�.� 11,8 lb • •••
Case B:
Resultant force acts normal to face at a distance from the geometric .00 •• •
• • • • • • •
center toward the windward edge equal to 0.2 times the average wid+•Y••• •• •
• • • • •
and since s/h = 1 then consider force acting 0.05*s above the
geometric center •�
0.05*s
= Since s/h = 1 the load is applied at this vertical offset
from•gecw centerr•dtib�
ft
•••••• •
Dx
= Force Offset from Center toward windward edge: 0.2 * B
• = 1.500 fte0'• '•
F
= Design Wind force: qh * G * Cf * As * R
'•� h1:8 lb •���
Case C:
Since B/s < 2 then Care C need not be considered
•• "
6
CALC ENGINEERING
3901 NW 79th Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
3. STEEL SIDE GATE ELEMENT DESIGN
Critical IPE Slat
Span=
3'-2"
Wlat=
19.7psf
Slat Size=
5%' x
Wlat=
19.7*5.5/12=9.03lb/If
• • • •
W12 9.03.3.172
. .
• • •
....
......
Mmax=
= = 11.341b — ft
••
•••
s s
.
.
Fb=
1000psi
•••�••
••
••'•••
Sy req=
11.34*12/1000=0.14in3
• • • • • •
bh2 5.5■.752
• •
• • •
Sy available=
= =0.52in3 OK
••••
• ••
•••••
6 6
......
. .
•
.....
.. ..
.
......
R=
9.03*3.17/2=14.321b
..
......
Connect to Steel Fram
using (2) #12-14 Tek Screws
• •
•
Tall=
2*809=16181b
••••••
•
TABLE 2 — ALLOWABLE TENSILE PULL-OUT LOADS (Punt/f)1. Dounds-forcer' 2.3,4
Allowable Pullout Values (P/rl) on Cold Formed Steel and Aluminum; 0-3.0
Screw
Designation
Nominal
Diameter (in.)
Steel Gauge/Thickness
Aluminum Thickness
6063-T52
6063-T6
18
16
14
12
1/8"
3/16"
1/4"
5/16"
1/8"
1/4"
3/8"
1/8"
1/4"
#10-16 HWH
0.190
140
182
211
388
404
250
377
#12-14 HWH
0.216
138
186
230
481
496
809
278
680
434
864
#12-14 UPFH
0.216
140
218
252
473
507
837
274
642
418
812
1/4.14 HWH
0.250
170
224
274
431
582
971
283
732
403
997
1/4.20 HWH
0.250
157
231
282
427
571
1066
1422
1422
281
685
1118
1 396
1 949
7
CALC ENGINEERING
3901 NW 791h Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
Critical Post Design
Member= (1) STEEL HSS 2"X2"X3/16"
Wlat= 19.70 psf
Tributary Width= 3.17 ft
Load= 62.45 lb/ft
Cantilever Span= 6.00 ft
M= 62.45 x 36.00
= 1124.08
lb-ft
2
• •
. .
....
......
Then M
= 13'4A• ;
Kip. ip�•
••
Fb= 0.6"46= 27.60 Ksi
......
(A 500 Gr. B) 000000
.. .
......
. .
Then Srqr = 13.49 =
0.49 in ...
. ..
.....
• •
27.60
......
•
.. ..
. .
•••••.
.
.....
......
Then try with : (1) STEEL HSS 2"X2"X3/16"
; ;
..
. • ••; .
Sx= 0.64 in3
> 0.490 •
OIL •
....
0 •
THEN USE (1) STEEL HSS 2"X2"X3/16"
8
CALC ENGINEERING
3901 NW 79th Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
Critical Post Foundation
Post Foundation Design
End Post Foundation
M: 1125.00 Ft-Lbs
P 375.00 Lbs
b: 100 Ft
L: 3.00 Ft
Sail Density: 100.00 PCF
— - Angle of Friction: 30.00 Degrees
Ka 0.33
Kp- 300
- Mo: 2250.00 Ft-Lbs
Mr 405000 Ft-Lbs
SF1.80 OK
Post Foundation Design
M 582.50 Ft-Lbs
P 187.50 Lbs
b: 0,67 Ft
L: 300 Ft
Soil Density 100.00 PCF
-- Angle of Frichow 30.00 Degrees
Ke 033
Kp 300
Mo: 112500 Ft-Lbs
�. Mr: 2713 50 Ft-Lbs
SF 241 OK
CALC ENGINEERING
3901 NW 791h Avenue, Unit 216
Doral, FL 33166
Ph: 305-898-9995
CA 5566
Table 1-12 (continued)
Square HSS
Dimensions and Properties
HSS4-HSS2
Shape
y6p
oess�
t
Nom-
lWt. nal
Area,
A
b/t
h/t
t
In.
Ib/tt
In.2
In 4
HSS4x402
0.465
21.63
6.02
5.60
5.60
11.9
x3/e
0.349
17.27
4.78
8.46
8.46
10.3
x5/i6
0291
14.83
4.10
10.7
10.7
9.14
x1/4
0233
12.21
3.37
14.2
14.2
7.80
x3/i6
0.174
9.42
2.58
20.0
20.0
6.21
x1/8
0.116
6.46
1.77
31.5
31.5
4.40
HSS3i/2x3ihx3/e
0.349
14.72
4.09
7.03
7.03
6.49
x5/ie
0291
12.70
3.52
9.03
9.03
5.84
x1/4
0233
10.51
2.91
12.0
12.0
5.04
xe/ie_
0.174
8.15
2.24
17.1
17.1
4.05
xi/a
0.116
5.61
1.54
27.2
27.2
2.90
HSS3x3x3/e
0.349
12.17
3.39
5.60
5.60
3.78
x5/i6
0291
10.58
2.94
7.31
7.31
3.45
xi/4
0233
8.81
2.44
9.88
9.88
3.02
x3/16
0.174
6.87
1.89
14.2
14.2
2.46
xi/a
0.116
4.75
1.30
22.9
22.9
1.78
HSS21/2x21/z>&i 6
0291
8.45
2.35
5.59
5.59
1.82
xi/4
0233
7.11
1.97
7.73
7.73
1.63
x3/ie
0.174
5.59
1.54
11.4
11.4
1.35
xi/a
0.116
3.90
1.07
18.6
18.6
0.99
HSS21/4x2'/4xi/4
0233
6.26
1.74
6.66
6.66
1.13
x3/ie
0.174
4.96
1.37
9.93
9.93
0.95
xi/a
0.116
3.48
0.956
16A
16.4
0.71
HSS2x2x1/4
0233
5.41
1.51
5.58
5.58
0.74
xi/a 10.1161 3.0510.840114.2 114.2
Wotk-
S Z able
Flat
5.97
1.41
7.70
-
21.0*
5.13
1.47
6.39
26/16
17.59
4.57
1.49
5.59
25/a
15.3
3.90
1.52
4.69
27/8
12.8
3.10
1.55
3.67
33/16
10.0
2.20
1.58
2.56
37/16
6.91
3.71
1.26
4.69
-
11.2
3.34
1.29
4.14
21/a
9.89
2.88
1.32
3.50
23/a
8.35
2.31
1.35
2.76
2t1/ie
6.56
1.66
1.37
1.93
215/1e
4.58
2.52
1.06
3.25
-
6.64
2.30
1.08
2.90
-
5.94
2.01
1.11
2A8
-
5.08
1.64
1.14
1.97
23h6
4.03
1.19
1.17
1.40
27/16
2.84
1.46 0.880 1.88
1.30 0.908 1.63
1.08 0.937 1.32
0.799 0.965 0.94
1.01 0.806 1.28
0.847 0.835 1.04
0.633 0.863 0.75
11ss
9.%4
7.91
6.56
5.07
3.49
6.77
5.90
4.92
3.83
2.65
4.74
4.18
3.52
2.76
1.92
1.2b'
1.23.
1.25.
1.27
1.28
1.30
1.07
1.08
1.10
1.12
1.13
0.900
0.917
0.933
0.950
0.967
-
3.20
2.74
0.750
-
2.79
2.35
0.767
-
2.25
1.86
0.784
-
1.61
1.31
0.8W
-
1.96
1.85
0.683
-
1.60
1.48
0.700
-
1.15
1.05
0.717
0.704 0.964 - 1.31 1.41 0.600
1.09 1.14 0.617
0.761 0.584 - 0.796 0.817 0.633
10
6980V
......
•00*00
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MARIA DELLA TORRES, 1292 NE 95 ST, MIAMI SHORES, FL 33138
PERMIT FW-07-19-1540: fence and gate, metal and wood
�5.69' _N.E. 95th STREET
27'�}L/.
— — 1 ah� Mtlat ct2411-OF-WAY w /
\. Pool Barrier
-oncerning R4501.17. a "barrier"will be provided using two (2) mea-
,u res:
I. An installation shall be done using expanded sheet metal, flat, Al,
N4 ft,1/240.081 on two existing entry gates up to a height of 48" on
he street side of the gates; spacing within the cutouts of the sheet
;hall not exceed 13/4 inches (44 mm) in width. (see technical info
;heet attached for metal sheet this PDF Page NR 3).
lnd
). Installation of Pool Guard Alarm System at the existing swimming
)ool. Certified to ASTM F 2208-08. (see info sheet attached, this PDF
'age NR 4).
1 1 1 1 1
1
t Q
(s'x
tar
3
1
ewers ea
1 (V
I l�
6.46'� -
/
7tnr
w
�'
(No raj at
f r L
h i0.
TWO STORY C
RESIDENCE # 1 !
O^ FF•ELEV.-Q6J
h
25'-3"
for 11
pia a -roe rq
Level 1 w/Surve
1 1" = 201-0"
Mdria Paola Della Torre
r"
�frA1Fr7S' .
C'
21s- O-WJr
- ZCARA -
ELEt:>•6.t5
FOrx —
ON Cava
SLAE
(3'xS
6.t
=r -- 89.-Ts:—�6' ;woo
FEND:
for 12
N fns.40-pawn
O
kL
LL
�Trtr'.r'T
LOCATION MAP
901 TO St ti
I LEGAL DESCRIPTION
g All that pert of lots t end 2, ;n Block 85 , or ;NtAAC SHORES
8 S£CAON No. J" . occordfig to the Pfol thereof os recorded r Plot
Oook 10 of Page 37 of the public Records of Miami -Dade County,
norea, lying West of the fol.c ving described fine- From o point tri
5.60' i (,q the North fine of Loll, o tkslonce of 75.0 feet Lost of the
Northwest corner of sad Lot I' run Southerly 100.2 legit to c point
Q in the South lire of Lot 2, tysrg 82.12 feet Last of the South, Wes.,
! { cn.oCK'"� N carsr of said Lot 2 and the Southevst t,cl! of fh8 a:'ey •
4� g 12500' (,ORNLIR Z Parcel IdsnfJicot;on Number. lt-J206-014-4040 ••
r : P ram" CERTIFIED TO • • • •
ere
{
MARIA PAOLA OE LA TORRE
e
PROPERTY ADDRESS- •
1292 N.E 92th Street. 000
'66•
Miar) Shores, FI 33138 ••;'
RNEX41PA)EAOFLOT
tof2.{ 1
SURVEYOR'S NOTES • • '
Iy
•tom W
I ) :r-.e above copt.cited Property was s.i-veyed and descrbed 0004
based or the above Legd Oeser,pt-or.Provided ty Christ-
2) A3 becrirgs and distances shcwr hereon ore tet.ardea and e
^
measured unless otherwise shown. e r
Location of proposed
3) the tams shown hereon were not ob9irocted for casements or • •
the
other recorded encumbrances not shown on the plot cao
— ScreeningFence and Gate;
-same. it any moy not be shcwr Or this suction
Details on Sheet S-2
401 Foundations and/or footing] toot may Cross cayona the
0ounda y fines c' the parcel herein descried are not shown
L E G
E N D
(UNJORGROM'YD)
ABREVIATIC.S;
5:'l1HDL
DEMMON
5) Elevotions ere ocsed on the Not.onai Ceodet,.c Vertical DOW" 1929.
4 c
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6) Ferce ties are to be the center Ifne of the fence.
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7) won tees are to facts of the wall
Rpt4tNOERa�tO► QRS
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8) OwnersWo subject to ooinior of the Tale.
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SURVEYOR'S CERTIFICATE
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GENERAL NOTES
APPLICABLE CODES
1, T.%A RI.EOWR 010C MIT 6W ED'-
2. KS. C.F -r0 FW WNO ANALYSIS AND DESOA
1 AQ 315-14 - 611 N CmE RIMUNDIENTS FOR STPKTLRAI COAAEIE
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STRUCTURAL STEEL
I sIRLR:EWA PUTEs Asn Ax
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1 AL W`lD5 i0 USE RNa F3ECIR00ES AN0 SHALL CYApLY WW An STAOWOS
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NEW LIGHTWEIGHT
CONCRETE STEP —
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CONCRETE AND REINFORCING
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3 ALL NQOIM WlSiT [X]OE1E MUST BE MIXED N A=WANPE ON AQ Z m ACIAM A MIARNIM M-NY mMPEM E SMENGW T
30p0'S- RATER RAW "TOE 00 WAX BY 0OGn IIIN LN P.VE AS 015 MAC 0TER-5W9E QEQmE M —NT W
o]OIETE (PEN3ENT BY Ri OF CEMENT) N A IANI M TABLE A 31 6 AQ 31B-O6.
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2. RONFOROEMDIT PL ENT m.EAAMCES MUST C PLY NIX SECTION 22 % AO 117
iSIAi BE OEfORIIED BARS, FREEFROM LOOSE IRST AND SCALE
CONMACRN m ROALE CNAIRS BO.TM 9ACERS ETC N OIEEIR m —ECPY ASSENRL& RAM AND 3UPPQiT ALL REAEQRTG IN
PLAQ
S ALL RIiCRfNG SIAl GORORP TO THE IPAAA a STRMAAW AWACIID FM OETALNL REEfaNFD CYN T SPRICRWEY (AC 315)
6. CINGdIE COWR FOR IENFOKEMEIIT:
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CONTRACTORS
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5 THE BSE M SCALE m OBTNN !WMSONS NOT 3XOW1 a DESE PAS IS SWTLY FO®CG RE ENIMEBE WILL MO BE
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a. N uSE Of OSL.AMASES RIMEEN PE WMIECIWAL AM] SMUCTURA PLANS, ME A TECTNRA PANS S1A1 OTERx
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