FW-16-2825 I ,
r
srRucruRgLRE
APPROVED DA_ /�
.Y r=
Inspection Worksheet
Miami Shores Village
10050 N.E.2nd Avenue Miami Shores, FL
Phone:(305)795-2204 Fax:(305)756-8972
Inspection Number: INSP-269146 Permit Number. FW-10-16-2825
Scheduled Inspection Date:December 21,2016 Permit Type: Fence/Wall
Inspector: Naranjo,Ismael
Inspection Type: Final
Owner: TEPPA,PALOMA Work Classification: Wood Fence
Job Address:89 NE 102 Street
Miami Shores,FL 33138-2322 Phone Number
Project: <NONE> Parcel Number 1132060131690
Contractor. HOME OWNER
Building Department Comments
WOOD FENCE WITH ALUMINUM STRUCTURE Infractto Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
Passed
Failed
Correction
Needed
Re-Inspection
Fee
No Additional Inspections can be scheduled until
re-inspection fee is paid
December 20,2016 For Inspections please call:(305)762-4949 Page 16 of 46
Ac
1yt� m i, Miami Shores Village � ►�TY1 ft ,
t
10050 N.E.2nd Avenue NE
Fenc
caMy•w e
Miami Shores,FL 33138-0000
Phone: (305)795-2204 r
atus ED
3 ,
0111 sho Is, Expiration: 05/15/2017
Project Address Parcel Number Applicant
89 NE 102 Street 1132060131690
Miami Shores, FL 33138-2322 Block: Lot: PALOMA TEPPA
Owner Information Address Phone Cell
PALOMA TEPPA 89 NE 102 Street
MIAMI SHORES FL 33138-2322
89 NE 102 Street
MIAMI SHORES FL 33138-2322
Contractor(s) Phone Cell Phone
Valuation: $ 10,000.00
HOME OWNER
_... . _... _........._.._ __.._ _... Total Sq Feet: 180
Approved: Available Inspections:
Comments: Inspection Type:
Date Approved:: Final
Date Denied: Foundation
Type of Construction:Wood Fence Additional Info:WOOD FENCE WITH ALUMINUMST Review Building
Classification:Residential Scanning:3 Review Building
Review Planning
Fees Due Amount Pay Date Pay Type Amt Paid Amt Due
CCF $6.00
DBPR Fee Invoice# FW-10-16-61692
$2.70 11/16/2016 Check#:493 $245.40 $50.00
DCA Fee $2.70
Education Surcharge $2.00 10/18/2016 Credit Card $50.00 $0.00
Notary Fee $5.00
Permit Fee-Wire&Wood $180.00
Plan Review Fee(Engineer) $80.00
Scanning Fee $9.00
Technology Fee $8.00
Total: $295.40
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS.ROOFING and SWIMMING POOL work.
OWNERS AFI AVI i t the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction n zo t e, authorize t -named contractor to do the work stated.
November 16,2016
Aut er / Applicant / Contractor / Agent Date
Buildi g Department Copy
November 16,2016 1
Miami Shores Village
OCT 1 s 2016
`PO g
Building Department - - -- ---�
10050 N.E.2nd Avenue,Miami Shores,Florida 33138
Tel:(305)795-2204 Fax:(305)756-8972
\ INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 20ly
BUILDING Master Permit No.f (0 Z�S 2J
PERMIT APPLICATION Sub Permit No.
YBUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-1 PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP
tCONTRACTOR DRAWINGS
JOB ADDRESS: IV 01z � t
City: Miami Shores County: Miami Dade Zip: 'E3-9f
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
rr �c � 'E3OWNER:Name(Fee Simple Titleholder): l�� Phone#: !►36 AS-
Address: �� 10?
City: t Q f71 t-�
`— State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: e--� Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration#: Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
t
Value of Work for this Permit:$ Square/Linear Footage of Work: IFIC)
Type of Work: ❑ Addition ❑ AlteratioR, New ❑ Repair/Replace ❑ Demolition
t a
Description of Work: U ryl
Specify color of collor��thru tile:
Submittal Fee$ o
,W Permit Fee$ 1 0(3 CCF$ CO/CC$
Scanning Fee$ Radon Fee$ 2• "iv DBPR$ Notary$o
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ 073 Bond$
TOTAL FEE NOW DUE$�
(Revised02/24/2014)
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 (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 Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20by day of ,20 by
("J ,who is personally known to ,who is personally known to
me or who has produced -- as me or who has produced as
��-
identification and who i take�an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
`��11111 Illll/q�//
/
Sign -10 Sign
Print •,= Print:
Seal: io ?ccZ Seal:
few
APPROVED BY "p}ans Examinerft- U ` D Zoning
Structural Review Clerk
(Revised02/24/2014)
1
�51!Os Miami Shores Village
Building Department
10050 N.E.2nd Avenue
>R Miami Shores, Florida 33138
Tel:(305)795.2204
Fax: (305)756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: PM ZI
�( p�DATE: `- 14 4�
ADDRESS: ilml
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 entities 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.
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.
Initial
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 contracts.
Initial
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,which violates the exemption.
Initial— P,
5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction.
Initial PT
6. 1 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 county or municipal ordinance.
Initial
7. 1 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 t ie
work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employe I 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 fAllow
these may subject to serious financial risk.
Initial__
I
9. 1 agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws ani
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 http://www.myfloridalicense.com/dbr)r/oro/cilb/index.html
Initial PT
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 1
12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provide on
this disclosure.
Initial_ P-T
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 fina�cial
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 stats 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 day of , 20
By who was personally known to me or who has
Produced there License or as identification.
OWNER NOTARY
OCT 18;016
a
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NOT VALID UNLESS EMBOSSED WITH CONCRETE= r rA r-= 'r rr •••j -•�
MAINTEN'ANCEi DHA1NAGE EASEMENT=M6D.E. CBM# ELV. TYPE OF SURVEY:BOUNDARY
SURVEYOR'S SEAL SURVEYOR'S NOTES: » Cjyrf_R•SHW SUgIJEC*TTO OPIION OF TITLE. 2)NOT VALID WITHOUT THE SIGNATURE
ML AND RAISED SEAL OFA FLORIDA WCFNSED, YQATND MAPPER. 3) THE SURVEY DEPICTED HERE IS NOl
COVERED BY PROFENSIONA�I�4,8R-r Y INSIIRMOE. 4) LEGAL DESCRIPTION PROVIDED BY CLIENT. 5
UNDERGROUND ENC QAC S Gtr C0(:9ttD. 6) ELEVATIONS ARE BASED ON NATIONAL GEODETIC
VERTICAL DATUM OF•1929►•0) 0MER6HIP•_Of;Fr@j&S ARE UNKNOWN, 8) THERE MAYBE ADDITIONAL
RESTRICTIONS NOT SHOWN ON THIS SURVEY THAT MAYBE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 9,
CONTACT THE APPROPRIATE AUTHORITY PRIOR TO ANY DESIGN WORK FOR BUILDING AND ZONING
INFORMATION. 10)EXAMINATION OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDEL
REVISED INSTRUMENTS,IF A?4,Y.AtC@CTINCINS I•F':OPERTI• •••
Additions or delQns to suryef fps or reWrE by other than the signing Party or parties is pro hi
without Written Wtent-of the Staring party or pa*,es.:•
. 10
BEARINGS WHEN-SHOWN ARE REFERRED TO AN ASSUMED VALUE OF SAID PB PAGE 70
• • • • • • • • • •
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ARGHITEGTUFA-+ENGINEERING
SUNSET BUILDING SOLUTIONS, INC Page 1 of 12
A FLORIDA ENGINEERING CORPORATION C.A#27925
STRUCTURAL CALCULATIONS 1 25
NOV 01 oil
FD v
FOR:
ALUMINUM AND WOOD FENCE
AT5 , �..
•••••• • •• •••
89 NE 102nd STREET, ...:.. •
MIAMI SHORES, FL 33138 •
.... .... .. ..
...... . . .. ..
.. .. . .. ...
JORGE GON LE P.E. 34241
IOLI6c2 NW 21St TERRACE, DORAL FL dd172
PH0NF=(766)597-6022
e-mail info[asunsetec.com. sunsetbulldingsolutlon[ayahoo.com
ARGHI fEGTURAL+ENGINEERING
SUNSET BUILDING SOLUTIONS, INC Page 2 of 12
A FLORIDA ENGINEERING CORPORATION CAN 279 5
INDEX
1. DESIGN CRITERIA 3-3
2. WIND LOAD CALCULATIONS ASCE 7-10 4-4
3. ALUMINUM POST SUPPORT FOR FENCE 5-7
4. ALUMINUM GATE AND POST DESIGN 8-12
.906.6
69 969
.. . . . 0
096699 0
9999.. . 9999.
9999..
•9 99•
9999 9999 . .
9 9 9 0
9999 9999 9999
9999.. . . 9999
9999..
00
969999
9999..
9999.
. . 6e 909
9 6
JOR LEZ P.E. 34241
IOLIec2 NW =3Ifil''TERRACE, DORAL FL 2d17c2
PHONE:(796)597-6022
e-mail: Inroiasunsetec.com, sunsetbuildingsolutloniayahoomom
ARGHITEGTUI�L+ENGINEERING
SUNSET BUILDING SOLUTIONS, INC Page 3 of 12
A FLORIDA ENGINEERING CORPORATION C A#27935
1. DESIGN CRITERIA
a.) Code Reference
Structure is design in accordance with The F.B.C. 2014, ASCE 7-10, ACI 318-11, AISC 360-11,
NDS-12, AISI
b.) Wind Loads
Wind loads are calculated as Component and Cladding, using the following parameters:
Directional Factor Kd =0.85
- Expousure : C
Basic Wind Speed : 175 MPH
e.) Computation Method
Calculations are based on ADM-2010, ASD methods.
.000.0
.. 9.•
0000.. 0
0000.. . 96 .0.
960.09 0 . .
0000.
0000 6.00 . .
.
0000 0000 0000
0000.. . . 0000
. .0060.
0000 . 0000.
......
9 . 00 ...
......
0 . ..
.. 0000 .69
.
101-IB2 NW SIS' TERRACE, DORAL F-L =3d172
PHONE:(786)597-6022
e-mail: InfoProunsetec.com. sunsetbulldingsolutlon[atjahoo.com
ARCHITECTURAL+ENGINEERING
SUNSET BUILDING SOLUTIONS, INC Page 4 of 12
A F-LORIDA ENGINEERING CORPORATION C.A#27925
2. WIND LOAD CALCULATIONS ASCE 7-10
WIND LOADING(ASCE7-10)
In accordance with ASCE7-10 incorporating Errata No. 1 and Errata No.2
Using the directional design method
100 ft
Wall/sign data
Length of wall/sign; B=100.00 ft
Height of wall/sign; s=6.00 ft
Height to top of sign; h=6.00 ft
General wind load requirements
Basic wind speed; V=175.0 mph
Risk category; II
Velocity pressure exponent coeff(Table 26.6-1); Kd=0.85
Exposure category(cl.26.7.3); C
Gust effect factor; Gf=0.85
Topography
Topography factor not significant; Kzf= 1.0
Velocity pressure • •
0000..
Velocity pressure coefficient(T.29.3-1); KZ=0.85 Go
Velocity pressure; qh=0.00256 x KZ x Kn x Kd x Vz x jl gf ryphz=5"pgr •• ;
Area of sign; Af=B x s=600 ft2 •••••• •
0000 Goes . .
Ratio of solid area to gross area; s=1.00
0000
0000.. . . .. ..
0000..
.. .. . .. ...
e
000..• • •
.0.0..
1Oy62 NW d1"* TERRACE. DORAL F-L =3=317c2
PH0NE:(766)597-6022
e-mall: Info[asunseteC.Com, sunsetbuilclingsolutionC@yahoo.Com
ARGHITEG J2aL+ENGINEERING
SUNSET BUILDING SOLUTIONS, INC Page 5 of 12
A FLORIDA ENGINEERING CORPORATION C.A#279 5
3. ALUMINUM POST FOR FENCE DESIGN
Load: For the limit state of tensile yielding.the Flexural tensile
WL = 56.6 psf stress corresponding to the nominal flexural strength is:
ASD Method 0.6WL = 56.6 psf x 0.6 = 34 psf For unwelded elements:F,,= 1.30 F„
Tributary area = 4ft For transversely welded elements:Fo= 1.30 F,,,,
Load = 34 ft x 4 ft = 136 Ib/ft For longitudinally welded elements:
Fe= 1.30[F„(I —A„,IA,,)-I-F,,,,,A,,,/Aj
ALUMINUM POST DESIGN
W x L'
BENDfiYG M — Z
OF= M/Sx
Mx= 1 2448.01” 1 W= 136.000 Ib/t OF:,= 12103.8 PSl
SHEAR V = W x L _
kao",-,�4_421.1
V/Av
V�� 816.0 ib Shear At Base PSI
SECTION PROPERTIES 136.000 Ib/ft
6.0 ft
SX= _ 2.427 in^3 kE = 10.100 ksiA = 1.9 in"2 4 85 in A41
L= 6.0 tt
ALLOWABLE STRESS APPLY Non-Welded Condition • �••••• •• •••
. .
Fb= 27.600.Opsi > CF= 12103.8 psi OK •••••• •• •••
Fv = 12,700.0 psi > Q = 421.1 psi OK see:•• •
.... .... .. ..
COMBINED STRESS CHECK •• •• •• •••
..
G ...
` + G I = 0.471698384 < 1 OK so. o ;. ..;
F� ,f Fl. ; ..
6 see*
..
USE LUMNUM ALLOY 6061-T6
Tube 4"x4"x1/8"
Sx=2.427 IN°3 SY= 2 427 IN^3
IOu182 NW -qISr TERRACE, DORAL FL =3=3172
PH0NE:(786)597-6022
e-mail: info@sunsetPc.com, sunsc-tbulidingsolutionlayahoo.com
xbX
ARC,H1TECTURA.L+ENGINEERING
SUNSET BUILDING SOLUTIONS, INC Page 6 of 12
A FLORIDA ENGINEERING CORPORATION C.A*c2753=3rn
Table 2-19
ALLOWABLE STRESSES FOR BUILDING-TYPE STRUCTURES (UNWELDED)
Allowable Stresses Fill(khn') Section Fill 6061-76,T6510.76511 Extrusions
Axial Tension 6061-T6 Pipe
axial tension stress on net 0.2b 19.5
6351-TS Extrusions
effective area F,,-35 MW E- 10.100 Win'
axial tension stress on gross 0.2a 242 F,,- 35 krin: k,- 1
area F.-38 k4n'
Fief Tension Compression
elements in uniform stress F.8.1.1 19.5 see 8 S.L.`ih%B.5.4.5 and E.4.2
elements in flexure F.8.1.2.F.4.1 276 27.6 see also F4.2
round tubes F6.1 242 24.8 see also F6.2
rods F.7 276 27.6
Bearrn
bolts or rivets on holes J.3.7a.J.4.7 39.3
bolts on slots,pins on holes. J.3.7b.J.7 269
flat surfaces
Slenderness Fltl for Fill for Fill for
Axsal Compression S S n S S, S.'.S c S, S. S>Sr
all shapes member bucking E_3 kL 20.3-0.127 S 66 51.352 S-
Flex ur I GompLas=
open shapes lateral-torsional F2.1 L,1(rr.Cc'°l 23.9-0.124 S 79 86.996;S'
buckling
dosed shapes Lateral-torsional F3.1 2LSj(C„(f,J)':i 23.9-0238 S= 1685 23.5991S
buckling
recta.xxular bars lateral- FA (di:)(LJ(Ced)'o 40.5-0.928 S 29 11,420,'5
torsional buckir g
round nbes local ba ck" F.62 R,tt 39.3-2.702 S'-- 55 26.2-0.944 S' 3.776 tjS(1-S-i%)'}
Flements-t_tnifrum Comoress3ion
fiat elements supported on 8.5.4.1 b/r 21.2 6.7 27.3-0.910 S 12 2.4171V
one edge In oo(t;nQ15
whose bucl im axis is not
an aais of symrrc-"
fiat elements supported on 8.5.4.t _ . 212 6.7 273-0,910S 10.5 186 S
one.edge in all other • •
•ss••s
columns and all beams • • • •• •••
fiat etememms supported on 8.5.4.2 b;r 21.2 20.8 273-0.291S 33 • 3: :090:0• .•
both edges •••••• •
• i••• • •• •••
flat err ms supported on 8.5.4.4 a. 21.2 17.8 23.9-0.149 S 66 • 'r
both edges arJ with an *::::a
•••• • • •
intermediate st. ner
curved elements s -"
exported 5.5:4.5 RL:'t 21:2 276 26.2-0.9445'= '41 svb*= S �J=+r'••• •• •s
on both edges 090*00
fiat e•er-e•s-alternate 8.5.4.6 r. 21.2 33.3 273-0.182 S 52 W,3 S ••••••
met^,,d
•
F_mens-F! x ral Co nresac-_ •9•••• • •
Mt elernenis supported on 8.5.5.1 b.'1 27.6 49.3 40.5-0262 S 77 • 1,563*S • • •• 000
both edges • • • • •
Rat elements supported on 8.5.5.2 b;i 27.6 9.2 40.5-1.412 S 19 • 4,J32=S' ease
• ••
ter,.sion edge.compression • •
edge free
flat eem*as supported on 8.5 5.3 b t 27.6 110.5 40.5-0A17 S 73 3.502;S
both edges ant with a
longatudr3al stflener
flat e4emeots-al*rrtate 6.5-5.4 i,9 276 32.0 40:5-0.403 S 50 1.016 is
method
Flaments-Sheaf
Rat elen cots supported ort G2 b'r 12.7 35.3 16.5-0 107 S 63 38,663,'Sl
beth e,g s
IOL48,J NW dlst TERRACE, DORAL FL =3=317r?
PHONE:(786)597-6022
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P.RGHITEGTIJR�.L+EN0INEE421NG
SUNSET BUILDING SOLUTIONS, INC Page 7 of 12
A FLORIDA ENGINEERING CORPORATION C.A# 2795
POST
ALUMINUM ALLOY 6061-T6
TUBE VxVx1/8"
Dirnensions
Depth 4 in
f1'idth 4111
Perimeter 16 in
Geometric
Area 1.938 int
Ia 4.854 in'
4.854 in"
LR' o ina t
rx 1.583 in
ry 1.583 in
sx+ 2427 in3
Sx- 2.42-ins
Sv. 242-iO3
St- 2.42^in3
Xc -o.51 in
Yc 0.227 in +
Principal
ii 4.854 ins
12 4.854]n°
a o deg
ri 1.583 in
r2 1.583 in _
S1+ 2427 in3
Sl- 242-,in3
S2+ 2427 ins
S2- 2.427 ins
Pow • •
Ip q.-o8in3 • • :•.••• •• •••
rp 2.238 in _ • • • •
_00.00• • •• •••
--- __--__ Plastic FLA litesh Tors' •
Wiarpniningg Results0.1695 is Z yx 2.816 W Nodes 448 to � .�••• 2.238 in ;• o•;
WZv 2.816 m3 Elements 336 H •••• •••• 1 • •
Function PIA X -0.51 in Largest 0.075 ina xse••••• •••i4 i in •. ••
P\A Y 0.22^in Element Ysc 0t0.22-in •
Dlaxtmum Resuhs •• •• • '412 nil 000000
Warping o.1695 m2Pari\I3Lerials Ei o in •
Function •••••• • •
Rectangular 6061-T6-E-All • • • •
Tube • • • • •• •••
0000••
.• • 0000 • •
IOL 432 NW =3Ist TERRACE, DORAL FL de317c'
PH0NE:(7136]597-6022
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ARGHITEGT�JRAL+ENGINEERING
SUNSET BUILDING SOLUTIONS, INC Page 8 of 12
A FLORIDA ENGINEERING CORPORATION C-A# 2795
4. ALUMINUM GATE AND POST DESIGN
------ -
r L=3 708 ft L=7.438 ft _
.37 rs • • _ ft •. ...
, ••• •• •
•
9006*
•• •• • L •• •:•
N F
co m ,� g • • • •
cp m
00
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37 Diff L= I ft
r� ca
C,
L=3.748 ft L=i.438 ft
X
I0LIB2 NW =3Isr TERRACE, DORAL FL =3=3172
PHONE:(786)597-6022
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ARGHITEG-"JRAL+ENG",NEERING
SUNSET BUILDING SOLUTIONS, INC Page 9 of 12
A FLORIDA ENGINEERINC, CORPORATION C.A# 2795
Model Summary
Structure Type: Space Frame
22 Nodes, and 114 Degrees of Freedom
27 Member Elements
2 Plate Elements
The model is linear.
The model will have 114 unique mode shapes.
The size of the model is:
12.17 ft, in the X direction
6 ft, in the Y direction
0 ft, in the Z direction
56.60 PS
f
t
i
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t .0000• • .• •••
•
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IOL-1861 NW =3Ft TERRACE, DORAL F-L =3=317Z
PHONE:178E6j597-60612
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M
ARGHITEGTURAL+ENGINEERING
SUNSET BUILOINC, SOLUTIONS, INC Page 10 of 12
A F-LORIOA ENGINEERING CORPORATION C A# c27c3=35
Load Cases
Load Case Design Checks Seismic Type Results Analyze? Envelope?
( 1)DL -NA- -NA- Yes Yes No
(2)WL -NA- -NA- Yes Yes No
3 0.6DL+0.6WL Allowable ASD -NA- Yes Yes No
Design Groups
Group/Mesh Elements Unity Design Shape Design Overstrength Specification
Material
Gate Frame 16 0.32 RT1.50x3.00xO.125 6061-T6-E No ADM ASD(2010)-
Building Structure
Post 6 0.78 RT4.00x4.000.125 6061-T6-E No ADM ASD(2010)-
Building Structure
0
0
0 3 0,16
e
r;ry . ,•..
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unWouped F*W VlhrnWg
3
0 000 0 ZS0 0 50X! 0 751 1001
101,-462 NW =31st TERRACE, DORAL F-L =3=3172
PH0NE:(766)597-602--
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A2GHITEG-`UQAL+EN0;NEER)N0
SUNSET BUILDING SOLUTIONS, INC Page 11 of 12
A FLORIDA ENGINEERING CORPORATION C.A#c279=35
Member Unity Checks
Member Unity Controlling Check Model Design Material Reference Specification
Case Shape Shape
BmX001 0.08 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- ADM ASD (2010)-
d Check 00x0.125 0x0.125 E Building Structure
BmX002 0.06 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- ADM ASD (2010)-
d Check 00x0.125 0x0.125 E Building Structure
BmX003 0.08 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD(2010) -
d Check 00x0.125 0x0.125 E Building Structure
BmX004 0.07 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
d Check 00x0.125 0x0.125 E Building Structure
BmX007- 0.33 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
2 d Check ONO.125 0x0.125 E Building Structure
BmX010- 0.42 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- ADM ASD (2010)-
2 d Check 00x0.125 0x0.125 E Building Structure
BmX013- 0.34 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- ADM ASD (2010)-
2 d Check ONO.125 0x0.125 E Building Structure
BmX016- 0.31 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
2 d Check ONO.125 0x0.125 E Building Structure
BmX017 0.20 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
d Check ONO.125 0x0.125 E Building Structure
C01-0011- 0.00 0.6DL+0.6WL Combine RT4.00x4. RT4.00x4.0 6061-T6- H.3-2 ADM ASD (2010)-
1 d Check ONO.125 0x0.125 E Building Structure
C01-001- 0.58 0.6DL+0.6WL Combine RT4.00x4. RT4.00x4.0 6061-T6- H.1-1 ADM ASD (2010)-
2 d Check ONO.125 0x0.125 E Building Structure
C01-001- 0.75 0.6DL+0.6WL Combine RT4.00x4. RT4.00x4.0 6061-T6- H.1-1 ADM ASD (2010)-
3 d Check 00x0.125 0x0.125 E Building Structure
C01-001- 0.00 0.6DL+0.6WL Combine RT4.00x4. RT4.00x4.0 6061-T6- H.3-2 ADM ASD (2010)-
c1-1 d Check 00x0.125 0x0.125 E Building Structure
COL001- 0.58 0.6DL+0.6WL Combine RT4.00x4. RT4.00x4.0 6061-T6- H.1-1 ADM ASD (2010)-
c1-2 d Check 00x0.125 0x0.125 E Buildinq Structure
C01-001- 0.78 0.6DL+0.6WL Combine RT4.00x4. RT4.00x4.0 6061-T6- H.1-1 ADM ASE)s(E010)-
c1-3 d Check 00x0.125 0x0.125 E ••oBuildin*q Structure
C01-001- 0.22 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- • �DM SO& 010)-
c2-2 d Check 00x0.125 0x0.125 E Buildin Structure
C01-001- 0.04 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- ADM ASD 2010)-.. .:
c2-3 d Check 00x0.125 0x0.125 E .```.Buildin $$
' ucture ' `
C01-001- 0.22 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- �0 0 ADM A 010)-
0. �.
c3-2 d Check 00x0.125 0x0.125 E .Buildin Structure
C01-001- 0.02 0.6DL+0,6WL Weak RT1.50x3. RT1.50x3.0 6061-T6- F.8.1 ADM ASD (2010)-go
c3-3 Flexure 00x0.125 0x0.125 E :":':Building STructure
oil
Check ;...:.
COL002- 0.29 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1: .'.ADM ASD (2010)-;. .;
2 d Check 00x0.125 0x0.125 E 'Buildip S:tjpture •
C01-002- 0.26 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- ADM ASO (2010)-
4 d Check ONO.125 0x0.125 E Building Structure
COL002- 0.08 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
5 d Check ONO.125 0x0.125 E Building Structure
C01-003- 0.32 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
2 d Check ONO.125 0x0.125 E Building Structure
C01-003- 0.23 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
4 d Check 00x0.125 0x0.125 E Building Structure
C01-003- 0.09 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010) -
5 d Check 00x0.125 0x0.125 E Building Structure
V001 0.09 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
d Check 00x0.125 0x0.125 E Building Structure
101-482 NW =31st TERRACE, DORAL F-L d=3172
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SUNSET BUILDING SOLUTIONS, INC Page 12 of 12
A FLORIDA ENGINEERINL, CORPORATION C.A# 2795
V002 0.09 0.6DL+0.6WL Combine RT1.50x3. RT1.50x3.0 6061-T6- H.1-1 ADM ASD (2010)-
d Check 00x0.125 0x0.125 E Building Structure
POST CONFIRMATION
Load:
WL = 56.6 psf
ASD Method 0.6WL = 56.6 psf x 0.6 =34 psf
Tributary area = 12.167ft/2 = 6.1
Load = 34 ft x 6.1 ft = 207.4 Ib/ft
ALUMINUM POST DESIGN
W x L`
BENDING M = 2
of= I N11 Sx
t,1,: = 1 3733.2 Ib-ft 1lel=1207.400 Ibift aFK= 118458,3PSII
SHEAR V = WxL
av= V/Av
jVv 1244 4 lb Shear Al Baso low= 1 642 1 PSi
SECTION PROPERTIES 207,400 Ib/ft
_ 6.0 ft
Sx= 2.427 MM3 E = 10.100 ksi
Avy= 1.9 in"2 1= _ 4.85 in"4 -
L= 6.0 ft
ALLOWABLE STRESS APPLY tJon-Welded Condition • •• •• •�'
Fb= 1 27 600-0.psi > joF= 1 18458.3 psi OK
I
Fv= 1 12,700.0 psil > a• = 642.1 psi OK ••• •• • :� .•:
-7 Tyr. .�.• •
.... ...• f• ••
000000
• .. •
.••..• . . •. .•
•••••.
•. ••.
COMBINED STRESS CHECK
•••••• • •
•..•••
F + G I .l - 0.719340036 < 1 OK .•. :• }•:
FFi- •• 0 060:0,0
i
USE ALUMINUM ALLOY 6061-T6
Tube 4"x.4"018"
Sx =2 427 It]" Sy= 2 427 IPJ'.'
IOWSc' NW =3Ist TERRACE, DORAL FL r3=317c2
RH0NEd786]597-60 'c2
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