585 NE 102 St (11)MILTON CUBAS, P.E., INC.
1302 NE 125'ST. NORTH MIAMI, FL 33161 (305)891 -4174 FAX 891 -4175
Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida
CUSTOMER : AWNINGS BY VALROSE
JO?3 NUMBER : MIAMI SHORES
DESCRIPTION : 585 NE 102 STREET
WIND VELOCITY = 90 MPH
EXPOSURE CATEGORY = C
BUILDING CATEGORY = 2
IMPORTANCE FACTOR = 1.00
Kzt = 1.00
GUST FACTOR = 0.85
MEAN ROOF HEIGHT = 8.5 FT
DISTANCE, Z = 9.5 FT
MONOSLOPE ROOF WIND LOADS
L/B = .33
Cf = .93
F = 398 LB
P = 14.0 PSF
* ** DESIGN WIND LOADS - ASCE 7 -98 * **
* ** OTHER STRUCTURES * **
* ** MONOSLOPE ROOF OVER UNENCLOSED BUILDING * **
Kh = 0.849
Kz = 0.849
ROOF SLOPE = 4.00 : 12 (18.43 DEG)
BUILDING DIMENSION NORMAL TO WIND DIRECTION = 9.0 FT
BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 3.0 FT
NOTE: The load, P, is the force, F, uniformly distributed over the
surface area of the structure. The exact distribution of the
force through the center of pressure should be checked.
Refer to ASCE 7 -98 Table 6 -6.
DATE : 1/23/03
qh = 17.6 PSF
qz = 17.6 PSF
-2 -Thu Jan 23 11:16:36 2003 585 NE 102 STREET Milton Cubas, P.E., Inc. Milton Cubas, PE PHONE(305)891 -4174 FAX(305)891 -4175
rz = 0.03, ry = 0.03 ft
Sz = 0.07, Sy = 0.07 in ^3
Extreme Checks Only
Axial Check:
Member Load Offset P fa KL /r Cc Q Fa Code Unity
Name Case # ft lb Ksi Ksi Ref. Check
M9 1 3.16 -15.81 -0.05 113.84 107.00 1.00 11.52 E2 -2 0.00
M9 2 0.00 -25.69 -0.08 113.84 107.00 1.00 15.36* E2 -2 0.01
Flexure Check (Strong Bending):
Member Load Offset Mz fbz Lu Cb Fbz Code Unity
Name Case # ft lb -ft Ksi ft Ksi Ref. Check
M9 1 1.71 45.94 7.76 3.16 1.00 33.00 F3 -1 0.24
M9 2 1.71 -43.89 7.42 3.16 1.00 44.00* F3 -1 0.17
Shear Check (Strong Axis):
Member Load Offset Vy fvy h /tw Fvy Code Unity
Name Case # ft lb Ksi Ksi Ref. Check
M9 1 0.00 69.54 0.28 3.46 20.00 F4 -1 0.01
M9 2 0.00 -66.88 -0.27 3.46 26.67* F4 -1 0.01
Flexure Check (Weak Bending):
Member Load Offset My fby Lu Fby Code Unity
Name Case # ft lb -ft Ksi ft Ksi Ref. Check
M9 1 3.16 1.62 0.27 3.16 33.00 F3 -1 0.01
M9 2 3.16 -1.33 0.22 3.16 44.00* F3 -1 0.01
Combined Stresses Check:
Member Load Offset fa Fa fbz Fbz fby Fby Code Unity
Name Case # ft Ksi Ksi Ksi Ksi Ksi Ksi Ref. Check
M9 1 1.71 0.01 30.00 7.76 33.00 0.11 33.00 H2 -1 0.24
M9 2 1.64 -0.01 15.36* 7.42 44.00* 0.08 44.00* H1 -3 0.17
( *)Stress increased by 1/3 according to AISC -ASD A5.2.
Torsion checks are NOT performed!
Maximum torsional moment was 1.05 lb -ft
-1 -Thu Jan 23 11:16:48 2003 585 NE 102 STREET Milton Cubas, P.E., Inc. Milton Cubas, PE PHONE(305)891 -4174 FAX(305)891 -4175
585 NE 102 STREET
VisualAnalysis 4.00 Report
Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, PE Billing: PHONE(305)891 -4174 FAX(305)891 -4175
File: E: \585 NE 102 STREET.vap
Design Groups
Name
PIPES 3/
Elements LL Factor Parameters Unity Final Shape
AISC -ASD Steel
30 1.0000 Yes
Design Member Results
Design Load Cases
Strength Service Load Case
ID Number ID Number Name
1 1 LL + DL = 14 PSF
2 2 UPLIFT = 14 PSF
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):
PIPE.75Std INFORMATION:
A = 0.33 in ^2; O.D. = 0.09, t = 0.01 ft
I = 0.04, J = 0.07 in ^4
0.4035 PIPE.75Std
Design Group: PIPES 3/4 ", Group Report, Designed As: PIPE.75Std
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
-2 -Thu Jan 23 11:16:48 2003 585 NE 102 STREET Milton Cubas, P.E., Inc. Milton Cubas, PE PHONE(305)891 -4174 FAX(305)891 -4175
rz = 0.03, ry = 0.03 ft
Sz = 0.07, Sy = 0.07 in ^3
Extreme Checks Only
Axial Check:
Member Load Offset P
Name Case # ft lb
M6 -7 1 0.00 - 406.22
M6 -7 2 0.00 353.53
Flexure Check (Strong Bending):
Member Load Offset Mz
Name Case # ft lb -ft
M6 -7 1 1.50 3.22
M6 -7 2 1.50 -2.35
Flexure Check
Member
Name
M6 -7
M6 -7
(Weak Bending):
Load Offset
Case # ft
1 1.50
2 1.50
Combined Stresses Check:
Member Load Offset
Name Case # ft
M6 -7 1 1.50
M6 -7 2 1.50
My
lb -ft
-2.22
1.76
fa Fa
Ksi Ksi
-1.22 23.72
1.06 40.00*
fa KL /r Cc Q Fa
Ksi Ksi
-1.22 54.00 107.00 1.00 23.72
1.06 54.00 0.00 0.00 40.00*
fbz
Ksi
0.54
0.40
fby
Ksi
0.37
0.30
Lu
ft
1.50
1.50
( *)Stress increased by 1/3 according to AISC -ASD A5.2.
Torsion checks are NOT performed!
Maximum torsional moment was 0.03 lb - ft
Lu Fby
ft Ksi
1.50 33.00
1.50 44.00*
fbz Fbz
Ksi Ksi
0.54 33.00
0.40 44.00*
Cb Fbz
Ksi
1.29 33.00
1.01 44.00*
fby Fby
Ksi Ksi
0.37 33.00
0.30 44.00*
Code
Ref.
F3 -1
F3 -1
Code
Ref.
F3 -1
F3 -1
Unity
Check
0.01
0.01
Code
Ref.
E2 -1
D1, 81
Unity
Check
0.02
0.01
Unity
Check
0.05
0.03
Code Unity
Ref. Check
H1 -3 0.08
H2 -1 0.04
585 NE 102 STREET
VisualA_alysis 4.00 Report
Company: Milton Cubas, P.E., Inc. Engineer: Milton Cubas, P.E. Billing: PHONE(305)891 -4174 FAX(305)891 -4175
File: C: \My Documents \AWNINGS',ADR'INGS BY VALROSE \585 FJE 102 STREET.vap
Summary - Node(s): N3
Node Load Case
X I
Tx 3
2av � its s O Q
0 3/e )< G t
DX DY DZ RX RY RZ FX FY FZ MX MY MZ
in in in deg deg deg lb lb lb lb - ft lb - ft lb - ft
N3 LL + DL = 14 PSF 0.0000 0.0000 0.0000 0.0030 0.0012 - 0.1319 - 230.10 117.652 - 1.6852 -NA- -NA- -NA-
;ualAnalysis (version 4.00) -
5 NE 102 STREET, Thu Jan 23 10:49:46 2003
ton Cubas, P.E., Inc., Milton Cubas, P.E., PHONE(305)891 -4174 FAX(305)891 -4175
+ DL = 14 PSF
sualAnalysis (version 4.00)-
35 NE 102 STREET, Thu Jan 23 10:49:46 2003
ilton Cubas, P.E., Inc., Milton Cubas, P.E., PHONE(305)891 -4174 FAX(305)891 -4175
22.05'
w000
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=a
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725;00=/44 •
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REVISED:
I NOT VALID UNLESS EM9OSSED WITH
SURVEYOR'S SEAL
= 75
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BOUNDARY SURVEY
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> :
CERTIFIED TO: JOHN M. TAGGART AND MERIDETH M. TAGGART, HIS WIFE, 585 N.E. 102ND ST.,
MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P. KELLEY, P.A., ATTORNEYS' TITLE INSURANCE
FUND, INC., WORLD SAVINGS, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA.
Elev3 :iCr:s based cr.
Elev. GEM " NGV D_IV.� •
Locator Index
2' /4L Ey •1U7 6.e
LEGEND : FIP= Found Iron Pipe
S.P.C.- SET 1/2 "PIN& CAP 164789 F t;� =Focn= a il 6 Disc
S.PCP= SET PERMANENT CONTROL POINT 184
�■
CENTERLINE P /L= PROPERTY LINE. O /L= ON LINE
M.H.= MANHOLE. WM= WATER METER PP= POWER POLE
F.C.= FENCE CORNER R= RECORD, M= MEASURED
CHAIN LINK OR WIRE FENCE= •
W000 FENCE= - — -
MASONRY WALL -
CONCRETE= S :. - .',: • : • •: . • . ..
Y.AINrEIANCE & DRENAGE EASFI4IIn t . E .
NOTES: UNLESS OTHERWISE SHOWN, THE FOLLOWING NOTES APPLY. •
1) Record and measured calls are in substantial agreement. 2) Bearings, if shown are based on Plat data. 3) The I:•nds
shown hereon'were not abstracted for Easements or other recorded emcumbrances not shown on the plat and :he sar if
any may not be shown on this sketch. 4) Underground portions of Footings, Foundations or other improvements were not
located. 5) Elevations are based on National Geodetic Datum. 6) Fence Ties are to the Centerline of the ten, :e. 7) WO
Ties to the face of the Wall. 8 HEAR ?NC h7l 5'110:, ARE REc LT�
ERED TO Av ASS'D vkiTE SAID FB F ? . 0
lluoo0
WtkS
t�l
Po I
1.60
I HEREBY CERTIFY That the survey represented
hereon meets the minimum technical requirements
adopted by the STATE OF FLORIDA Board el Land
Surveyors pursuant to Section 472.027 Florida
Statutes.
There are no encroachments. overlaps. easements
appearing on the plat or visible easements other
Than as shown hereon
ADIS N. NUNEZ
Regis :ered' Surveyor No.
S:a:e of Florida
' L O C A T I O N S K E T C
SCALE: N T S
N
31,5
h
m
60 M e-
Li
CERTIFIED TO: JOHN M. TAGGART AND MERIDETH M. TAGGART, HIS WIFE,
585 N.E. 102ND ST., MIAMI SHORES, FLORIDA 33138., CHRISTOPHER P.
KELLEY, P.A., ATTORNEYS' TITLE INSURANCE FUND, INC., DOW GUARANTEE
CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS, ATIMA.
LEGAL DESCRIPTION: LOT 24 AND THE EAST 1/2 OF LOT 23 BLOCK 93
OF AMENDED PLAT OF MIAMI SHORES SECTION NO. 4 SUBDIVISION
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 15 AT PAGE 14
OF THE PUBLIC RECORDS OF MIAMI -DADS (COUNTY. FLORIDA.
SINCE 1987
BLANCO, DANIAL &
Engineers • Land - Surveyors •
(305) 865 -1200
FLOOD ZONE: •
PANS, :
5924 DATE: SCALE:
DATE:
-00 1 "= 20'
555 NORTH SHORE
MIAMI BEACH FL.
O0 93
ASSOC..
Planners LB /I 4789
DRIVE
33141
Fax (305)865 -7810
DATE: 7 -- 95
S' {Xvt!v{f ji�jTTY T MRFR 1 2 17 Q Rai Z BASE
DWN. BY: JO8 No.
F.'BIAt4 co 00- r 2 S1
SUFFIX ::J
E "A"
O
TYP PLATE "A"
STEEL WELDED PLATE
2 2" X 11" X g" W/ A WEDGE ANCHOR
s "X 4" LONG.
ATTACHED TO EXISTING REINF.
CONCRETE BEAM ONLY ON THE ENDS
GEr RAL NOTES:
1 C ALL PIPE TO BE SCHEDUTLE 40 GALVANIZED UN LESS NOTED
OTHERWISE.
2. ALL WELDS TO COMPLY WITH A.W.S. CODE (LATEST EDITION)
3. COVER WELDS WITH CORROSION RESISTANT COATING.
4. STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE
FOLLOWING CODES:
a. THE NEW FLORIDA BUILDING CODE LATEST EDITION (ASCE 7 -98)
5. CANVAS AWNINGS SHALL BE REMOVED WHEN WINDS REACH MAXIUM
WHOLE GALE FORCE (90MPH)
6. ALL FRAMES HAVE BEEN DESIGNED USING RATIONAL ANALYSIS.
7. ALL CONNECTIONS SHALL BE FULLY WELDED (U.Q.N.)
> 2/16 " \/
All pipes
o be 1" DIM.
DESCRIPTION:
SALESMAN:
SCALE: AS NOTED
DATE:
CN
FEB -18 -03
JOB#
(1) COMPLETE LEAN -TO AWNING
2763
PAGE # 1 OF 1
PLAN VIEW SCALE 1" =1' -0"
ISOMETRIC NTS
TYP FOR :1 AWNING
EXISTING
BUILDING-
AWNINGS by VAIROSE
15627 NW 15 AVENUE
MIAMI, FLORIDA 33169
(30 5) 893 -5553
FAX (305) 891 -6534
E -MAIL: awnings @valrose.com
WEI(SITE: www.valrose.com
C.0 # 93BS00678
1
3j0"
J
PROJECT:
JOHN
LOCATION:
585 NE
MIAMI
TYP N.T.S. WELDING
SCAiB
M. TAGGART
102 STREET
SHORES, FL 33138
EXISTING
REINF. BEAM
1
8
` �SIM- WELDED PLATE 14" X 2-1" X l"
ATTACHED TO REINP. CONCRETE BEA]
fi r5
"
(1) DIA. R.H. BOLT X 5" EMBEDM.
,,,__:.ROUT FILLED
(CORROSIVE RESISTANT METAL)
FRONT VIEW
PLATE & HEAD PIPE
SCALE : N.TS.
— 3' -0"—
0' -6 "DB
8' -0"
APROX
TO THE GROUND
SIDE VIEW SCALE 2 " =1' -0"
Milton Cubas, P.E., Inc
Consultan Engineer PE #51902
1302 NE 125th Street
North Miami, FL 33161
(305)- 891 -4174
(305) -891 -4175
E -mail: Mcubas99 @worldnet.att.net
1'
HOLES IN PIPE
ATTACHED TO EXISTING
REINF. CONCRETE BEAM
ISOMETRIC NTS
TYP FOR Ji AWNING
GE'IERAL NOTES:
1. ALL PIPE TO BE T6061 -T6 ALUMINUM UN LESS NOTED
OTHERWISE.
2. fl.L WELDS TO COMPLY WITH A.W.S. CODE (LATEST EDITION)
3 ;OVER WELDS WITH CORROSION RESISTANT COATING.
4. STRUCTURES ARE DESIGNED IN ACCORDANCE WITH THE
FOLLOWING CODES:
a. THE NEW FLORIDA BALDING CODE LATEST EDMON (ASCE 7 -98)
4 ;. CANVAS AWNINGS SHALL
BE REMOVED WHEN WINDS REACH MAXRJM
WHOLE GALE FORCEANFA
b ALL FRAMES HAVE BEEN 1i SIGNED USING RATIONAL ANALYSIS.
• 7. ALL CONNECTIONS SHALL Bi _ljuY WELDED (U.Q.N.)
2n6"�
DESCRIPTION:
SALESMAN:
SCALE AS NOTED
DATE
(1) COMPLETE LEAN -TO AWNING
CN
JAN -15 -03
JOB#
PAGE #
2763
1 OF 2
�--- — 3'40 "— --J
PLAN VIEW SCALE 2 " =1' -0"
AWNINGS by VAIROSE
15627 NW 15 AVENUE
MIA/1H, FLORIDA 33169
(305) 893
FAX (305) 891 - 6534
E- MAIL: awnings @valrose.00m
WEBSrTE: www.valrose.com
C.C. # 93BS00678
1
J
PROJECT:
T
1
O
JOHN M. TAGGART
LOCATION:
585 NE 102 STREET
MIAMI SHORES, FL 33138
TYP PLATE "A"
ALUMINUM WELDED PLATE
2 2" X 11" X 8" W/ A WEDGE ANCHOR
s "X 4" LONG.
ATTACHED TO EXISTING REINF.
CONCRETE BEAM ONLY ON THE ENDS
SIDE VIEW SCALE 1 " =1' -0"
Milton Cubas, P.E., Inc.
Consultant Engineer PE #51902
1302 NE 125th Street
North Miami, FL 33161
Phone: 305.891.4174
Fax: 305.891.4175
Email: Mcubas99 @worldnet.att.net