453 NE 102 St (2)Contracting Co.
v PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Date 3 /J1)Jcb Address V5 3 'z z Tax Folio
Legal Description Historically Designated: Yes No
Owner/Lessee / Tenant 6 lr r)7 /5 7, 72 ✓f / EYCa Master Permit #
Owners Address -- 4"E l6 2 Phone 75 7,-
Qualifier ' / SS# Phon
p \-L eoS 0 3a '
State # 1 L . g \ M unicipal # Competency # Ins. Co.
ithnlM/Engineer kJ ' ' ' De E LA 0 9 Address A 1 2 -5 w' ) 3'3 61
Bonding Company Address
Mortgagor Address
Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL , ROOOFING PAVING FENCE SIGN
WORK DESCRIPTION ` - e- o` � � // v ' A �`5
Square Ft. 7/ Estimated Cost (value) 1
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 perfonned 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 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. Furthermore, I authorize the above -named contractor to do the work stated. `.
Signature of owner and/or Condo President
Crona&Pftsident
MY Comm Exp 2/18 /2002
No CC 717697
11 Personalty Known I !Other I D
Notary as to
My Commissio
FEES: PERMIT
RADON
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A
REBE..CA MITRANI
NOTARY PUBUC STATE OF FLORIDA
COMMISSION NO. CC727921
MY COMMISSION EXP. MAR. 25
• �• , WIit';
1
ae
Signs
Address •75 /(//V-- 2/ al
to Contrac
My Commission Exp
C.C.F. )' 0 NOTARY
ontractor or Owner- Builder
BOND I
TOTAL DUE LS
ate
APPROVED:
Zoning Building l Ll l p 0 Electrical
Mechanical Plumbing Structural Engineer
MAKE (1) COMPLETE
MAKE (1) COMPLETE
TAG: MAIN ENTRANCE
FRONT DOOR
TAGS FRONT DOOR OF
COTTAGE
AT REAR OF
MAIN HOUSE
MAKE (1) COMPLETE
TAG: BACK DOOR OF
MAIN HOUSE
TAG: FRONT OF HOUSE
LEFT SIDE
MAKE (1) COMPLETE
TAG: FRONT OF HOUSE
RIGHT SIDE
MAKE (1) COMPLETE
CONSULTING ENGINEER
WAYNE SUTHERLAND
SUTHERLAND ASSOCIATES
12926 S.W. 133 COURT
MIAMI, FLORIDA
305/255 -1948
Anchored Into
concrete with
3/8'x3'
sleeve anchors
Into concrete
nln 3' -0' o.c.
GENERAL NOTES
1. All tubing to be ALLIED 50/55 with Gatorshleld.
All pipe to be ASA Schedule 40, galvanized.
2. All welds shall comply with the A.V.S. Code (latest edition)
3. All welds covered with corrosion resistant coating.
4. All structures designed In accordance with 'the following
Codes (latest edition).
A. South Florida Building Code, Chapter43 /asce 7 -93
5. Awning covers shall be removed during periods of high
windsi specifically, winds In excess of 75n.p.h.
6. All connections shall be fully welded (U.O.N.).
7. All frames have been designed using rational analysts.
MIAMI AWNING COMPANY
3905 N.W. 31 AVENUE
MIAMI, FLORIDA 33142
305/576 -2029 FAX4305/576 -0514
Ifttp//m.pdanNunInecan
PRELECTI RESIDENCE
LOCATION
DATE.
03.17.2000
453 N.E. 102 STREET
DESCRD'Tm• AWNINGS W Svee.1ES
srr c. AS NOTED sAu:smAN G.N sMrr M4 OF
o 1999 MAKI PEACH AVA1DN. C, INC.
MIA NINO AVI O G CO.
DRAWN BT. ASM v* 1564
Canvas Release Design Load = 10 psf
a := 4.5
D : =0.010
G 0.65+3.65.T G 1.74
F : =qh•G Z .0 f
Design Wind Pressure for Canvas Awning Anchorage (Banner Type)
MEAN ROOF HEIGHT < 60ft
Wind Code: ASCE 7 -88
Exposure Category: B
Wind speed (mph) V := 75 AWNING RELEASED /REMOVED FROM FRAME
Importance Factor 1:=1.00
Mean Roof Height of Building (ft) h : =15
Height of Awning above Ground (ft) h g : =10
Zg : =1200 Kh :=2.58
qh := 0.00256 Kh ( I•V)2 Ib qh = 5.3 lb
ft ft
2.35• (D 0)2
T T 0.3
1
h
30
F = 9.2 lb•ft -2
lb
F design = max(F max) F design = 10 2
ft
1
2
/h a
\Zg
F max := F 10ft
453 NE 102 ST
Kh = 0.37
C f: =1.0
3/4/0o
W.A.SUTHERLAND, P.E.
PE44353
12926 SW 133 CT.
MIMAI, FL 33186
(305)255 -1948
•
Tributary_width := 1.0•ft
Tributary_length := 4.75•ft
Tributary_area := Tributary_width•Tributary_Iength
Tributary_area = 4.8 ft
Load := Tributary_area•F design
x := 2.0.ft
a : =atan
/
\x�
F x := Load • cos(a )
F y := Load •sin(a )
AMOUNT OF ANCHOR BOLTS REQUIRED:
(Based on 3/8" Dia x 1 -1/2" Embedment Red Head)
Shear cap := 2183•lb
Tension cap := 1700.1b
F
Amount_required shear '= y ceil (Amount_required shear) = 1
Shear cap
F
Amount_required ten '=
Tension cap
Load = 47.5 lb
y := 3.75 ft
a= 61.9°deg
F x = 22.4 lb
F = 41.9 lb
ceil(Amount_required ten) = 1
2
3 /jyro
W.A.SUTHERLAND, P.E.
PE44353
12926 SW 133 CT.
MIMAI, FL 33186
(305)255 -1948
e
MIAMI AWNING COMPANY
3905 N.W. 31 AVENUE
MIAMI, FLORIDA 33142
305/576 -2029 FAX'305/576 -0514
http//modtunkivnlrocon
nvningenNnlaw ingcan
PROJECT.
KELLUM RESIDENCE
LDCATI 453 N.E. 102 STREET
DESCRIPTIlr1 C3) AWNINGS
SCALD AS NOTED SALESMAN. G.N SHEET Pa OF
DATE' 03,17.2000 DRAWN BY. ASM vnr 1564
o 1999 HXN I BEACH AWNING CM, INC.
DBA NIMR AWNING CM