760 NE 96 St (7).
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date /
Owner's Name and Address _J -_ � /) No._! 1 Street //'
Registered Architect and /or Engineer
Name and address of licensed contractor_ : (-
Location and legal description of lot to be built on:
Lot Block /
Street and Number where work is to be done l
Subdivision
State work to be done and purpose of building (by floors )__.2 g
(1 14 t
Chairman
Member
Member
Council Approved
NOTE: A charge of $1.00 will be made for making corrections
the Planning Board.
A re- inspection fee of $1.00 will be charged
materials and /or workmanship.
New Building Remodeling Addition
To be constructed of Kind of foundation__ Roof Covering
Estimated Total cost of improvements $ _Amount of Permit $
Zone cubage required _Plan Cubage
Distance to next nearest building ____________Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
Member
Member
Member
Date Disapproved
and for no other purpose.
Repairs No. of Stories
PLANNING BOARD DATE
kt.
c . Read, Sworn to and Subscribed before me.
or changes to this application after approval
A
The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement,
and has complied with the rovisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks ( Signed) ______,' ° `� / 4 /
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are true.
Permit No Date
Disapproved Date
(Signed)
Building Inspector
Notary Public, State of Florida
My Commission Expires
Date
has been obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
Dec -10 -01 03:59P
Dec -03 -01 04:24P
NOTICE OF COMMENCEMENT
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION
E MIT NO TAX FOLIO NO. 0...:„L./2.:.;±.±
3 (�D a? ®
TATE OF FLORIDA:
OUNTY OF DADE:
IE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and in accordance with
tinter 713, Florida Statutes. the followPng information is provided in this Notice of Commencement.
Legal description of property and street address! 1- )1D O (D 3-
ti S 5'&4 apP ID-31
Description of improvement:
Ovrner(s) name and address; ANAUF L_ '1-•/ l) rR1 1'r_
iterest to property:
Jame and address of fee simple titleholder:
1 Contractor's � name and address• `, C� .�X%
Surery:(Payment bond requirild by owner from contractor. 0 any)
Name and address
Amount of bond 9
6 Lender's name and address
7. Persons within the State of Florida designated by Owner upon wham notices cr other documents may be served as provided
by Section 713.13(1)(a)7., Florida Statutes, 0 Name and address' 01 • �d (AAA_ e..061 r • (JL 4 2 Z�+o ti r- 96
<,u4 A aA.C.r.U. 33 (3 ?
8. In addition to himself, Owner designates the (ollowirg person(s) to receive a copy of the Lienor's Notice as provided in
Section 713.13(11(b), Florida Statutes. 1
Name and address: Dv • f (A , s -k, %Oo. A- i/.lA t2-- 6 u F sit
t.(. if
9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from th
different date Is specified)
Print Owners \‘^r-V.......0 f�lA r
Print Owners Name 1
O 1
Sworn to and subscribed before me th•s �^ day of w .e.CCh�t/. a9 Z o
Notary Publi
Print Notary* me L uG /ft 0/y1 r20
My Commission Expires: la-/q-03
011680807 2001 DEC 10 13 %53
ALL) Q.U.S .
COUNTY OFORO5 •
o
$7Kr_t.r \ :.:5 LIrUP /� /y /jyor Pm
r yYrt,4P..� r. � OA
An
i.,�•a do �; ors
¥ :, R :.f•" f r :It aro co • "• :V
P _ 02
e3 C,
m 52o-Ola�4v - OSS - �
Prepared by:
Address: (-* t Kt 11) 5 +t4 gT
P 02
It3o.S2 vt3
PERMIT NO.
ADDRESS:
•• MIAMI SHORES VILLAGE
BUILDING / ZONING DEPARTMENT'
SECTION
BY
DATE
ZONING
ELECTRICAL
MECHANICAL
PLUMBING
FIRE
- PUBLIC WORKS
STRUCTURAL
BUILDING OFFICIAL
1. Subject to compliance with elf Federal, State.
County. Wtage rotes tnd regulations. Village assumes
no responsibtllty for accvrdcy oftor resutts from
these plans.
2. This copy of plena must be available on
hi/Wing site or no Inspection will be conducted.
JOB ADDRESS
APPLICANT
PHONE it
APPUCATION
DATE
- //No
76o N.E • 76. 51
1 "
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SHEET OF •
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MISCELLANEOUS
COMMENTS
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INITIALS
PETER l.°HAN
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ND
MPANY
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No.
te ol! jflaiut 1etrauce g . ' •`•
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ISSUED BY
WEBLON INC.
FOX ISLAND ROAD
PO BOX 190
PORT CHESTER N'Y
914 - -937 -09000
AT
ification is hereby made that: (Check "a" or "b ")
2937 WEST 25th STREET
STATE OHIO 44113
• : ba?e Wo4r P&1c rnted�:
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is to certify that the materials described on the reverse side hereof have been flame-
r are inherently nonflamable).
).t)Uv.k u..ij)• j ?kT1R t4V4 11.: VAWIMMOIRl A/0.t_,. AMMO. .I . T .T
cis
POSER r ; -. iUEHLER, PRESIDENT ►--
By
Nome of Production Superintendent Title
alb
tit
This
retardant treated (
FOR ASTRUP CO
CITY CLEVELA
Cer
BISCAYNE AWNING
611 NW 5TH ST
MIAMI
Certifica
REGISTERED
APPI.ICATIO
CONCERN
F -69
11(ll(11 ' lhl'(1'JllaY( Ithrfilll•fh11\•lll( wllyill
(a) The articles described on the reverse side of this Certificate have been treated with a flame-
retardant chemical approved and registered by the State Fire Marshal and that the application
of said chemical was done in conformance with the laws of the State of California and the Rubs
and Regulations of the State Fire Marshal.
Name of chemical used Chem. Reg. No
Method of application
b) The articles described on the reverse side hereof are made from a flame- resistant fabric or
material registered and approved by the State Fire Marshal for such use.
Trade name of flame- resistant fabric or material used LO N.— L' i+_tra Rag No
The flame Retardant Process Used Be Removed By Washing
( will or will not)
We hereby certify this to be a true copy of the original "CERTIFICATE OF FLAME RESISTANCE" issued to us,
"original copy" of which has been filed with the California State Fire Marshal.
.28 -1621
By
The ASTRUP COMPANY
20. 000 YD
Control/ lot # Quantity
ALICIA WEBLON CP2746 -62 OCEAN BLUE
Customer order # Description
i 465C..:4. 857246
Astrup Invoice # Product Code
•
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11.3k.g.
property dr. ilig as:
"l'he West of t 4 and A 11
•
Lot 5, Block 68, .
MIAMI SRORES.SECTION NU. 3,
according to tho Plat
thereof, as recorded in
Plat Book 10, Vag.: 37
of the Public Records ol
Dade County, Florida.
FLOOD ZONE: X
Note: Underground e.ncruaclunenLs,
if any, not located.
Certified To: 14 and m
Services, Inc., C.1,. (laments
Mortgage Company.
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PROPERTY OF: Muniz, 160 N.E. •Mtlilt:elity
Not valid unless embossed
with Surveyor's Seal.
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1 herein re•rlav stmt., 1 e1 111 • • •
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let eel 10 111 I. 110.
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Mt Florida.
t•ANNES and GARCIA, INC.
• • • • •
ENGINEERS - LAND SURVEYORS - LAND PLANNERS
DATE
4,516..g1 SCALE
2
• • • •• • • • •
• • • • • • • • • •
• • • •• • • • •• ••
•• • • • • •• • • •
DRAWN BY
()Mr(' aihk .400 S.W. 1141h Avemw, Miami, Florida 31155
• • • •
• Mailing•addreis: P.O. Box 561131, Miami, Florida 33156
• • • •
• • • • •
• • • •
DRWG. NO
18d-4275
Date V/
JSignature
FEES: PERMIT
APPROVED:
of owner
P.- 0 /o0c(
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Job Address l' v7e0 Ai f ..C4 **t Tax Folio 1 32 -66 -0/7 - z o S U
Legal Description _ A-C(4w Historically Designated: Yes No
�C r Owner/Lessee / Te n � ant f 2 / Master Permit #
- /
Owner's Address [ Ili F 94 Si • WAG' f J!/wc ci
Contracting Co.V `3 aW V'
ai 4 A4tk 6 , II+t C. Address
JJ``
Qualifier U /L 2-14 0 G , t , t%Z- Phone
State # Municipal # ('3S `'3 - 7
Architect/Engineer/C/
rchitect/Engineer //G .0 d ' S S / L
•
WORK DESCRIPTION je / s ii
and/or Condo President
No as to Owner d/ r tindo - Date
y Commission Exp
RADON
/ /x
Zoning Building
Mechanical
e
Date
Address /-3 c3
as to Contracto
y Commission Exp'
Phones O s `j s 1 I
6 f/ Neu 5 cut,!' / 33 /Ar
o1 at_
Competency # c ✓c %c %c9 0 3 d ;' Ins. Co.
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
Square Ft. 2- El 2 $ 7 Estimated Cost (value) p � 9
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.)
Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work
will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL
PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
OWNER'S AFI.'IDAVIT: 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. Furthermore, I authorize the above -named contractor to do the work stated.
7/ A'
6.i� t
*nature o Contractor or Oww
n uilder
s' F LiC.i ,r,
OT.U.Y P`sLrc LTATF, Q; 17
C.C.F. ) () NOTARY .---r BOND
TOTAL DUE
ae4
Plumbing Structural Engineer j 1/4/ 0 /
/0'25 /
Date
Date'
DATE
RECEIVED FROM
ACCOUNT
PAYMENT
BAL. DUE
c a No. 015
9 5 ° 4-)c
1 �
X17.
DOLLARS
-1st Oc
Q Obi
RENT
(�k a L
�
OR ( l
ASH
I FROM
CHECK
O MONEY
ORDER B
1,
BUILDING ❑
PLUMBI a PERMIT
ROOFING ❑
MECH ❑
Owner of �'
Building U h 1 �-
1 i
PAY (_
THE
O ` L�
ORDER OF
BISCAYNE AWNING & SHADE CO INC
305- 577 -0042
611 NW 5TH STREET
MIAMI, FL 33128
118
Architect
Contractor •
�`� r 10 r t ��wi•11 Y1 &i 4 ) 6 1t.� _c ( U '
or Builder
Dcscnption �lA) �1 ��rt'' h BI. (. 7
Bu ld gof ( � co �) ti1 9 C � ~
OCEAN BANK 11
501 -505 41ST STREET
MIAMI BEACH, FLORIt A 33140
FOR e
CONTRACTOR or BUILDER
MIAMI SHORES VILLAGE, FLORIDA
Date I( � ' 20
Work to be performed under this Permit
50200
This permit is granted to the contractor or builder named above to construct the building or to install, the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto - and with the understanding that work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to acid" approved by the prope municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances orvif the plans are.ehanged• without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes he responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on:tht plans or drawings oritl'the statements or specifications and that he assumes respon
sibility for work done by his agents, servants or employees. --j �% / j'
/ - / r
Signed:---"
- `��' -•' � SPECTOR) BY
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 1 assume responsibility for all . work done by either, myself, my agent, servant or employee.
= n_ipl or,iy eoi,nor •n dnav III rns. Sec ba,1 for dr1011,.1 -_ -n
f 2 ' / -
DATE
•
is
�i X 10 ►
Contractor's
License No.
Subdi- , �1 t
am ' 0 '��
V q. t.: -- - �.$ O
al ue F of
Project $ , C t �) () -. 0 ()
BY AUTHORITY
1509
63- 1139/660
11
DOLLARS 8 �
Permit: u/ 0 . U0
CCF: I • SO
Notary: ^ t7 --
Bond:
Radon:
Amount of /
Permit: fj 1 • �J
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APPROVED SY
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DATE I Oin 7 /CSI
i "DCA 1 NE A \VNiN E-11-4Ai7
DRAWN SY A K
REVISED
DRAWING NUMBER
n 7
t :. ; :.. 1
Milton Cubas, P.E.
1302 ne 125 st
North Miami, FL 33161
(305)553 -9312 Fax (305)865 -2574
E -MAIL: mcubas99 @worldnet.att.net
Equiv. Pipe Outside
Diameter
SECTION PROPERTY FOR AL
50/55 WITH GATORSHIELD
tube & conduit mechanical tube division
16100 S. Lathrop Ave., Harvey, Illinois 60426,
Fy(p.s.I.) S (in "3) I (inA4) r (in)
1/2" .840, 15 ga 50,000 0.030763 0.01292 0.27272
3/4" 1.05, 14 ga 50,000 0.056552 0.022969 0.343143
0.75ST 1.05, 11 ga 50,000 0.071 0.037 0.334
0.75XS 1.05, 8 ga 50,000 0.085 0.045 0.321
1" 1.315, 16 ga 45,000 0.076029 0.049989 0.442539
1ST 1.315, 10 ga: 50,000 0.133 0.087 0.421
1XS 1.315, 7ga. 50,000 0.161 0.106 0.407
1.315, 14 ga 50,000 0.09312 0.061226 0.436565
1/12" 1.66, 14 ga 50,000 0.154439 0.128184 0.558325
2" 2.375, 14 ga 50,000 0.330916 0.392962 0.810876
LIED TUBING
(708)339 -1610
A (in ^2)
0.173718
0.252147
0.333
0.433
0.255254
0.494
0.639
0.321247
0.411206
0.597644
1. All tubing to be allied 50/55 with gatorshield by Allied Tube or approval equal.
2. All welds to comply with the American Welding Society (Last Edition)
3. Cover welded areas with corrosion resistance coating.
4. All frames are designed in according with South Florida Building Code, Chapter 43 & 44.
5. Canvas must be removed in case of winds above 75 m.p.h. and shall be Posted with
a Legible Readily Visible Decal of Painted Instructions to the Owner or the Tenant as
those Periods are Designated by the U.S. Weather Bureau.
6. All connections to be fully welded.
7. Fabric shall be made for easy removal.
8. Concrete to develop a 28 days Compressive Strength fc'= 2,500 psi at foundations cover 3" clear.
9. All Dimensions are Measured at center Line of Pipes & Tubes.
VisualAnalysis (version 4.00) -
760 NE 96 ST, Mon Sep 24 09:47:28 2001
BISCAYNE AWNINGS
Milton Cubas, P.E., Inc., Milton Cubas, PE, BISCAYNE
Name Name Case # ft ib Rai Ksi Ref. Check
M26 -3 PIPE1Std 1 9.25 -24.38 -0.05 264.60 107.00 1.00 2.84* E2 -2 0.02
Flexure Check (Strong Bending):
Member Section Load Offset Mz fbz Lu Cb Fbz Code Unity
Name Name Case # ft lb -ft Ksi ft Ksi Ref. Check
M26 -3 PIPE1Std 1 0.00 - 478.11 43.14 9.25 1.32 44.00* F3 -1 0.98
Shear Check (Strong Axis):
Member Section Load Offset Vy fvy h /tw Fvy Code Unity
Name Name Case # ft ib Rsi Ksi Ref. Check
M26 -3 PIPE1Std 1 0.00 291.09 0.79 3.72 26.67* F4 -1 0.03
Flexure Check (Weak Bending):
Member Section Load Offset My fby Lu Fby Code Unity
Name Name Case # ft lb -ft Ksi ft Rsi Ref. Check
M26 -3 PIPE1Std 1 9.25 -0.90 0.08 9.25 44.00* F3 -1 0.00
Combined Stresses Check:
Member Section Load Offset fa Fa fbz Fbz fby Fby Code Unity
Name Name Case # ft Rsi Rsi Rai Rsi Ksi Ksi Ref. Check
M26 -3 PIPE1Std 1 0.00 -0.02 2.84* 43.14 44.00* 0.04 44.00* H1 -3 0.99
( *)Stress increased by 1/3 according to AISC -ASD A5.2.
Torsion checks are NOT performed!
Maximum torsional moment was 1.91 lb -ft
Warning: KL /r exceeds recommended value in AISC -ASD B7.
760 NE 96 ST
VisualAnalysis 4.00 Report
Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: BISCAYNE
File: C: \My Documents \AWNINGS \BISCAYNE AWNINGS \760 NE 96 ST.vap
Design Groups
Name Elements LL Factor Parameters Unity Final Shape
Design G 187 1.0000 Yes 1.7176 -NA-
Design Member Results
Design Load Cases
Strength Service Load Case
ID Number ID Number Name
1 1 WIND
AISC -ASD Steel
Design Group: Design Group 1, Member ReportEach member checked according to its own shape and span.
SIZE CONSTRAINTS:
Depth is unconstrained.
Width is unconstrained.
BRACING INFORMATION:
Lateral bracing at top flange ( + y):
Lateral bracing at bottom flange ( -y):
Strong axis bracing (parallel to y):
Inflection points are not used as brace points.
DEFLECTION LIMITS:
No absolute deflection limit.
No span ratio deflection limit.
Weak deflections not checked.
STEEL PARAMETERS:
Fy = 50.00Ksi
Using 1/3 stress increase per A5.2.
FRAME INFORMATION:
Sidesway frame for strong axis bending.
Sidesway frame for weak axis bending.
Effective length factors: Kz = 1.00, Ky = 1.00
Pattern = Unbraced
Pattern = Unbraced
Pattern = Unbraced
Extreme Checks Only
Axial Check:
Member Section Load Offset P fa KL /r Cc Q Fa Code Unity
760 NE 96 ST
VisualAnalysis 4.00 Report
Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: BISCAYNE
File: C: \My Documents \AWNINGS \BISCAYNE AWNINGS \760 NE 96 ST.vap
Design Groups
Name Elements LL Factor Parameters Unity Final Shape
Design G 187 1.0000 Yes 1.7176 -NA-
Design Member Results
Design Load Cases
Strength Service Load Case
ID Number ID Number Name
1 1 WIND
AISC -ASD Steel
Design Group: Design Group 1, Member ReportEach member checked according to its own shape and span.
SIZE CONSTRAINTS:
Depth is unconstrained.
Width is unconstrained.
BRACING INFORMATION:
Lateral bracing at top flange ( +y):
Lateral bracing at bottom flange ( -y):
Strong axis bracing (parallel to y):
Inflection points are not used as brace points.
DEFLECTION LIMITS:
No absolute deflection limit.
No span ratio deflection limit.
Weak deflections not checked.
STEEL PARAMETERS:
Fy = 50.00Ksi
Using 1/3 stress increase per A5.2.
FRAME INFORMATION:
Sidesway frame for strong axis bending.
Sidesway frame for weak axis bending.
Effective length factors: Kz = 1.00, Ky = 1.00
Pattern = Unbraced
Pattern = Unbraced
Pattern = Unbraced
Extreme Checks Only
Axial Check:
Member Section Load Offset P fa KL /r Cc Q Fa Code Unity
Name Name Case # ft lb Ksi Ksi Ref. Check
M84 PIPE1Std 1 0.00 - 120.00 -0.24 21.45 107.00 1.00 37.53* E2 -1 0.01
Flexure Check (Strong Bending):
Member Section Load Offset Mz fbz Lu Cb Fbz Code Unity
Name Name Case # ft lb -ft Ksi ft Ksi Ref. Check
M84 PIPE1Std 1 0.00 328.71 29.66 0.75 2.30 44.00* F3 -1 0.67
Shear Check (Strong Axis):
Member Section Load Offset Vy fvy h /tw Fvy Code Unity
Name Name Case # ft ib Ksi Ksi Ref. Check
M84 PIPE1Std 1 0.00 - 718.84 -1.94 3.72 26.67* F4 -1 0.07
Flexure Check (Weak Bending):
Member Section Load Offset My fby Lu Fby Code Unity
Name Name Case # ft lb -ft Ksi ft Ksi Ref. Check
M84 PIPE1Std 1 0.00 - 135.19 12.20 0.75 44.00* F3 -1 0.28
Shear Check (Weak Axis):
Member Section Load Offset Vz fvz h /tw Fvz Code Unity
Name Name Case # ft ib Ksi Ksi Ref. Check
M84 PIPE1Std 1 0.00 323.45 0.87 3.72 26.67* F4 -1 0.03
Combined Stresses Check:
Member Section Load Offset fa Fa fbz Fbz fby Fby Code Unity
Name Name Case # ft Ksi Ksi Ksi Ksi Ksi Ksi Ref. Check
M84 PIPE1Std 1 0.00 -0.24 37.53* 29.66 44.00* 12.20 44.00* H1 -3 0.96
( *)Stress increased by 1/3 according to AISC -ASD A5.2.
Torsion checks are NOT performed!
Maximum torsional moment was 3.80 lb -ft