ACT-09-1379Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP - 122447 Permit Number: ACT -8 -09 -1379
Scheduled Inspection Date: October 01, 2009
Inspector: Bruhn, Norman
Owner: HARNAGE, HENRY & FRANCE
Job Address: 1248 NE 98 Street
Miami Shores, FL
Project: <NONE>
Contractor: PARADISE AWNINGS CORP
Permit Type: Awnings /Canopies/Tents
Inspection Type: Final
Work Classification: New
Phone Number ()-
Parcel Number 1132050090330
Phone: (305)597 -5714
Building Department Comments
MANUFACTURE AND INSTALL TWO CANVAS AWNINGS
Inspector Comments
Failed
Correction
Needed
Cn..Few. h..r Rfl
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
•flflfl
For Inspections please call: (305)762 -4949
D__. 4 4 ..f 94
Miami Shores Village
Building Department
>005o N F ?nri Avenue Miami Shores, 33138
Tel: (305).795.2204 Fax: (305)756.8972
BUILDING
PERMIT APPLICATION
FBC 2004
Permit Type (circle): Building Roofing
Owner's Name (Fee Simple Titleholder) ` ip A� � „,' % eS Phone #
Owner's Address g Nl q g s rt
Permit No. / ' ' 0 61-13
Master Permit No.
City /v/i'r„»,. State Zip a3,3 re
Tenant/Lessee Name Phone #
Job Address (where the work is being done) / ,4/E it
City Miami Shores Village County Miami -Dade
FOLIO /PARCEL# 1/ - 3/ or - Dd9 - 0330
Is Building Historically Designated YES NO,
Contractor's Company Name
Contractor's Address
City
Qualifier Name
State
Juan Carle: C44J,.n,,
State Certificate or Registration No.
s.lvst -1
Zip 33/3 t
Phone # 3 05 .. 6 97 ... S7j y
Zip 3 ?/d6
Phone # 3 oS- set ». S 7j 9
Certificate of Competency No. 0035002 Se
Architect/Engineer's Name (if applicable) Z 4 ' EN.1 j Phone #
Value of Work For this Permit $ 1 , go d
7fr6- 2'.' - i6 so
Square /Linear Footage Of Work: Pi 4 1 6
Type of Work: DAddition DAlteration ['New
Describe Work:
❑ Repair/Replace 0 Demolition
,/ (r4 ,$ 4 �. .,^v 4,-20 Cw.>
* * * * * * * * * * * * ******* *** * * * * * * * * * * * * * *** Fees *,: ********,**** * * * * * *:, * * * * * * ****** *:, * * * * * **
Submittal Fee $ 5o. o (3 Permit Fee $ /12 CCF $ 1.g-0 -0
Notary $ r-� Training/Education Fee $ 0 AO Technology Fee $ 9
Scanning $
(.
Radon $ DPBR $ Zoning $
Double Fee $
Total Fee Now Due $ (004O
Bond $ Code Enforcement $
Structural Review. $
ehP Zo0123
See Reverse side
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Ivlortgage Lender's Address
City
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. i certify drat 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 mast be secured for ELECTRICAL WORK, PLUTvWING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 YOIJR 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
promise in good faith that a • of the e of commencement and construction 1
whose property is subject " attachment Also, a certified capy,of the recorded notice
for the first inspection which occurs seven ) days after the building permit is
inspection wiill not be approved and a re 4 onfee will be charged
Owner or Agent
The foregoing instr u ment was acknowledged fore me this
day o /Y.'a l, 209_5by -11f4
Chi hie:5
who is personally known to me or who has produced �r
As identification and who did take an oath.
NOTARY PUBLIC:
value exceeding
brochure will
500, the applicant must
de ,the person
ob site
ce; the
The foregoing instrument: acknowledged before me thisj,
day of Aug ,,s1 , 2 by �t�rx•NCa 4 Nkaw,.
who is personally known to me or who has produced P,.ro,,,,
x',va.,,, as identification and who did take an oath.
NOTARY PUBLIC:
Sign: 0_, -c Sigh:
Print -E.A -,,,e , M eG Y" - G t,. Print
My Commission Expires: My Co n W
**.4* *- xa****k**t**ZiQa aliaLKATAMODAUgtrt**.+**a *t **f**#k."4"�
Sheila McGregor ' ,
APPLICATION APPR
(Revised 07/10107)
Commission # DD493099 a� j "A FAO;++
Bonded nit Atlantic Honking Co., Inc..
zoo /zoo[
AMANDA PEREZ
Notary Public - State of Florida
Commission # OD 786772
Bonded Through National Notary Assn.
'ma £o :9T OILS 600Z1£T180
E
_....
Ll iYIL.Yd. (1 11 Mini! ,1 liav 1)mL11(1�� -if/Ia(nii\ lllllil (11115 11111[ ticilll1l11(1il1Z'ltli
QCerttfttate j.ftame 1tae
„,
�i
�—
raj
1
6
-:
^I
0
7,1
0 sort REGISTERED
+ r tau.'
APPLICATION
� ISSUED BY
C a CONCERN No. GLEN RAVEN CUSTOM FABRICS, LLC
Date Work Performed
5/17/07
,- •`f 4r
:)...--.-4., �RE eta
F- 36805
1831 N PARK AVE
GLEN RAVEN NC 27217
4 336- 227 -6211
This is to certify that the materials described on the reverse side hereof have been flame-
retardant treated (or are inherently nonflamable).
FOR ASTRUP COMPANY AT 2937 WEST 25th STREET
' CITY CLEVELAND STATE OHIO 44113
i-
Certification is hereby made that: (Check "a" or "b ")
(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
eof said chemical was done in conformance with the laws of the State of California and the Rules
and Regulations of the State Fire Marshal.
Name of chemical used Chem. Reg. No
'' Method of application
:
X
(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 FIRESIST Reg. No F- 36805.
The flame Retardant Process Used WILL NOT Be Removed B Washing '
By 9
(will or will not)
GLEN RAVEN CUSTOM FAR ICS STEVEN L. ELL INGTON, GEN. MGR.
By
- Name of Production Superintendent Title
7.-11, ITI. 1"ZT WkT SiaT1tT1,M1LTAlNI 1ST lT1t11c14U,111 PS . ..l .s :Pi1):II41111 T1.0 :, ,' .M. 1.t .: .. ....TItTAJA11.
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. •••• • •
By
The ASTRUP COM NY•••;;
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Control /lot # Quantity 32. 000 YD•••�.
•••• • • • •
P0AF05071009 *NIC* FIRESI$r.3VV 8$QF
Customer order # Description •
•. • •. . .
3534016 898020 • •• •...
• •
Astrup Invoice # Product Code •....•
PARADISE AWNINGS CORP. INC.
7850 NW 64T1-1 STREET
MIAMI FL 33166
COVER SHEET
Structural Calculations for Canvas Awning
Project:
1248 NE 98 ST
MIMI SHORES, FL
(14' -0" x 6' -0" PROJECTION AWNING)
R&D
ENG I fNEERS
Research & Design Engineers, Inc.
12916 SW 133 Ct., Suite B
Miami, FL 33186
Tel: 786- 293 -1500
Fax: 786- 293 -4999
www.RnDEng.com
CA# 9857
1248 NE 98 ST, MIAMI SHORES,
407/b
Wayne A. Sutherland, PE
Structural Civil
PE# 44353
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1 of 9 8/10/2009
Wind Code:
DESIGN WIND LOADING FOR CANVAS AWNING
(Height Less Than 60 ft)
ASCE 7 -05 FBC 2007 3105.4.2.1
Wind Speed: V = 90 mph
Importance Factor: I = 0.77
Mean Roof Height:
Exposure category := "C"
Projection := 6 . ft
Z =15ft
Width := 7 • ft
Area := Projection • Width = 6 • ft • 7 • ft Area = 42 ft 2
K2:= 1.0
Kd := 0.85 KZ = 0.85
qh := 0.00256 • KZ • Kzt • Kd • V2 • I = 0.00256 • KZ • 1.0.0.85 • (90 • mph) 2 0.77 •psf 2
mph
qh = 11.52 psf
GCp = –1.88 GCpi := 0.0
Pdesign qh • (GCp + GCpi) = 0.00256 . KZ • 1.0.0.85 • (90 • mph)2. 0.77 • Zsf (GCp + 0.0)
mph
Pdesign = –21.6 psf
jULP1 LOAD
Projection 6 • ft
—lb
ULP := 2 Pdesign = 2 Pdesign ULP = –65 ft
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1248 NE 98 ST, MIAMI SHORES, 2 of 9 8/10/2009
CHECK MEMBER # 4
CIRCULAR HSS SUBJECT TO COMBINED FLEXURE AND AXIAL FORCE
(BASED ON AISC ASD DESIGN)
Fy:= 35•ksi E := 29000.ksi
L := 7.ft
Pr:= 303•Ib
K := 1.0
M,X:= 80•Ib•ft Mry:= 3•Ib•ft
DIMENSIONS AND PROPERTIES:
Shape = "PIPE" Designation = "Pipet STD"
Wt = 1.7 —lb
ft
t= 0.124 in
OD = 1.315 it ID = 1.049 in tnom = 0.133 in
A = 0.46 in2 D_t = 10.60 I = 0.083 in4
S = 0.1260 in3 r = 0.423 in J = 0.166 in Z = 0.177 in3
BENDING
0.07. E - 0.07.29000 . ksi
= = 58.00
X. Fy 35 • ksi p
OD 1.315 • in
t .124 . in
fi
0.31.E 0.31 •29000 • ksi
r=
-
F 35 • ksi
The section is :=
X = 10.6
= 256.86
q F- "Noncompact" if p < 2. < 2 r
q F- "Slender" if X > �r
q f- "Compact" otherwise
The_section_is = "Compact"
Calculate the available flexural strength
nb := 1.67
MnyieIding := Fy•Z = 35 ksi • .177 • in3 Mnyielding = 516:3 ft•Ib
1248 NE 98 ST, MIAMI SHORES, 3 of 9 8/10/2009
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Mn_compact
" 0.021-E + F \ S =
OD 1 0.021 •29000. ksi
y I 1.315-in
t l .124in
Mn_compact = 970.5 ft•Ib
0.330E
Fcr := OD —
0.33 29000 • ksi
1.315•in
t .124in
+ 35 • ksi . 1 2 6 . 3
Fcr = 902.4 ksi
Mn_slender := Fcr S = Fcr • .126 • in3
Mn slender = 9475.39 ft•Ib
Mn := m F min (Mnyielding, Mn_compact) if The _ section_is = "Compact"
m +- min (Mnyielding Mn_slender) if The_section_is = "Slender"
Mn = 516.25 ft-lb
Mn Mn
Mc:= — =
S2b 1.67
COMPRESSION
Q =1.67
K.L 1.0.7.ft
— _ — 198.58
r .423 • in
4.71• E =4.71•
Fy 35 ksi
29000 • ksi
Tr 2 • E n2.29000 • ksi
Fe :_ —
K•L 2 1.0.7•ft 2
r) ( .423 in )
FY
X0.658 Fe • Fy = 0.658 Fe 35 • ksi = 4.65 ksi
35ksi
Mc = 309.13 ft-lb
= 135.58
1248 NE 98 ST, MIAMI SHORES,
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•Ee•71.26k$i ••••
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4 of 9 8/10/2009
Fcr :_
f [O.SJ.FY if K.L L� 5 4.71 F
Y
FY
fF-0.877•Fe if K— >4.71•
r
Pn := Fcr•A = Fcr • .46 . in2 Pn = 2.93 kip
Pn
Pc := SZc
Pc = 1.75 kip
Pr 303 • Ib _ 0.173 Mrx = 80 • lb • ft _ 0.259
Pc Pn Mc Mc
nc
Pr g Mrx M
H1 1a = — + —• —+ ry = 303 • lb + 8
Pc 9 Mc Mc Pn 9
1.67
H 1 1 a = 0.411
F= 6.37ksi
Mry _ 3•Ib•ft_0.010
Mc Mc
80•Ib•ft 3•Ib•ft
Mc Mc
Pr + Mrx+ Mry _ 303•Ib + 80.Ib•ft + 3•Ib•ft
H1_1b:= P
2 c Mc Mc Pn Mc Mc
2
1.67
H1 1b = 0.355
Pr
I:= H1_1a if — >_0.2
PC
Pr
k- H1_1b if — <0.2
PC
if(I < 1.0, "OK" , "NG ") = "OK"
1248 NE 98 ST, MIAMI SHORES, 5 of 9
I = 0.355
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8/10/2009
CHECK MEMBER #23
CIRCULAR HSS SUBJECT TO COMBINED FLEXURE AND AXIAL FORCE
(BASED ON AISC ASD DESIGN)
Fy = 35.ksi E := 29000•ksi
L:= 6.3.ft K = 1.0
Pr := 1490•Ib MrX:= 0•Ib•ft Mry:= 0•Ib•ft
DIMENSIONS AND PROPERTIES:
Shape = "PIPE"
Wt = 1.7 ft OD = 1.315 it ID = 1.049 in tnom = 0.133 in
t = 0.124 in A = 0.46 in2 D t = 10.60 I = 0.083 in4
S = 0.1260 in3 r = 0.423 in J = 0.166 in Z = 0.177 in3
BENDING
Designation = "Pipet STD"
—
0.07.E 0.07 29000 . ksi = 58.00
Fy 35 . ksi p
OD 1.315. in
t .124. in
0.31.E 0.31. 29000 . ksi
fir= —
F 35 • ksi
The_section_is :_
= 10.6
kr = 256.86
q F- "Noncompact" if Xp < X < �r
q F- "Slender" if X, > kr
q — "Compact" otherwise
The_section_is = "Compact"
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Calculate the available flexural strength • ••••
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S2b := 1.67
Mnyielding Fy•Z = 35 • ksi • Pipe_sizei,13 . in3 Mnyielding = 516.3 ft•Ib
1248 NE 98 ST, MIAMI SHORES, 6 of 9 8/10/2009
Mn_compact
40.021.E +F" S =
OD Y
t
Mn_compact = 970.5 ft• Ib
0.33.E
Fcr :_
0.33.29000 . ksi
OD 1.315.in
t .124in
0.021 •29000 ksi 1 3
+ 35 • ksi I • Pipe sizei,10 • in
1.315.in
Mn_slender Fcr•S = Fcr • Pipe_sizei,10 • in3
Mn slender= 9475.39 ft•Ib
.124in
Fcr = 902.4 ksi
Mn := m E— min(Mnyielding , Mn_compact) if The_section_is = "Compact"
m E— nlln(Mnyielding Mn_slender) if The_section_is = "Slender"
Mn = 516.25 ft•Ib
M c _ Mn =
Mn
S2b 1.67
COMPRESSION
nc:= 1.67
K.L 1.0.6.3•ft
— _ — 178.72
r .423 • in
Mc = 309.13 ft•Ib
E 1 29000 . ksi
4.71 F = 4.71 VI 35 ksi — 135.58
7C 2 .E It 2.29000 • ksi
Fe =
C K•L 2 1.0.6.3 .12
r) (.423•in
F
35ksi
0.658 Fei • Fy = 0.658 Fe • 35 . ksi = 6.82 ksi
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1248 NE 98 ST, MIAMI SHORES, 7 of 9 8/10/2009
For :=
� F
f F- X0.658 Fe Fy if K� L 5. 4.71 —E Fcr = 7.86 ksi
FY
f F- 0.877-Fe if K LL >4.71.
E
Fy
Pn := Fcr•A = Fcr • Pipe size;, 7 • Jr?
Pn
Pc := S2c
Pn = 3.61 kip
Pc = 2.16 kip
Pr _ 1490 • lb Mrx 0 • lb • ft Mry 0 • lb • ft
-
Pc Pn 0.688 —
Mc Mc _ - 0.000
Mc _ Mc - 0.000
nc
H1_ 1a = Pr + 8 r Mrx + Mry J _ 1490. Ib + 9 CO • I NI M
Pn ft + 0 • lb • ft
9 ` c c n l c c
1.67
H1 1a = 0.688
H1_1b:= Pr + Mrx+ Mry - 1490 lb 0•Ib•ft+ 0•Ib•ft
2 Pc Mc Mc Pn Mc Mc
2•
1.67
H1 1b =0.344
I=
k -H1_1a if — Pr >_0.2
Pc
Pr
i4- -H1_1b if —<0.2
Pc
if(I s 1.0, "OK ", "NG') = "OK"
I = 0.688
CHECK ANCHOR BOLTS
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Based on 1/2" Dia x 4 -1/2" embedment into CONCRETE wall using Simpse;•WEDG ' -AJ.1,
TENSION
Uninfluenced Allowable Tension = 2115 lb
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No of bolts = 2
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1248 NE 98 ST, MIAMI SHORES, 8 of g 8/10/2009
fssi := 1.0 Load adjustment factor for Bolt Spacing
fccl := 1.0 Load adjustment factor for Edge Distance
fcC2 := 1.0 Load adjustment factor for Edge Distance
Calculate Allowable Tension load per bolt:
Tension_allowable := Uninfluenced Allowable_Tension • fssl foci fcc2
Applied tension = 1450 Ib
SHEAR
Uninfluenced_allowable_shear = 2130 Ib
Applied_shear = 100 Ib
Fssi := 1.0 Load adjustment factor for spacing
Cad := 12 • in edge distance
Tension_allowable = 2115 lb
Fc, := 1.0 Load adjustment factor for edge distance
Fc2 := 1.0 Load adjustment factor for edge distance
Shear allowable := Uninfluenced_allowable_shear Fssi • Fc1 • F. 1.33 Shear allowable = 2833 Ib
CHECK ANCHORS FOR COMBINED TENSION, SHEAR, AND MOMENT
Applied_Moment = 0 Applied_Moment = 0 in • Ib
Moment Arm = 4.00 in
Tmoment Moment Arm
Applied_Moment
:_
Tmoment = 0
Applied tension + Tmoment Applied_shear
No_ of bolts Shear_ allowable • No_of bolts
Tension_allowable • 2
I•; Q•70
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if(I <_ 1.0, "Q.? ;,''V.G. "1= "O.K."
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1248 NE 98 ST, MIAMI SHORES, 9 of 9 8/10/2009
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Software licensed to RND
Job No
Sheet No
1
Part
Rev
Job Title
Ref
By Date10- Aug -09 Chd
Client
File 1248 NE 98 ST, MIA! SHI
Date/rime 10- Aug -2009 15:18
Job Information
Engineer
Checked
Approved
Name:
Date:
10- Aug -09
I Structure Type SPACE FRAME I
INumber of Nodes
28
Highest Node
28
Number of Elements
40
Highest Beam
40
INumber of Combination Load Cases
Number of Basic Load Cases
Included in this printout are data for.
I Nodes
Beams
4,13
4,23
Included in this printout are results for load cases:
Type
L/C
Name
Primary
1
ULP
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0/g)
Print Time/Date: 10/08/2009 15:30
STAAD.Pro for Windows 20.07.03.16
Print Run 1 of 4
- - Software licensed to RND
Job No
Sheet No
2
Rev
Part
Job Title
Ref
BY Date1 O-Aug-09 Chd
Client
File 1248 NE 98 ST, MIA/ Shill Daterlime 10 -Aug -2009 15:18
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Tcx
Load 1
CRITICAL MEMBER NUMBERS
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By Date1 0-Aug-09 Chd
Client
File 1248 NE 98 ST, mum sit IDateInme 10 -Aug -2009 15:18
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Load 1
SUPPORT NODE NUMBERS
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Print Time/Date: 10/08/200915:30
STAAD.Pro for Windows 20.07.03.16
PrintRun3of4
IDA Software licensed to RND
Job No
Sheet No
4
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■
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Job Title
Ref
BY Date10- Aug -09 Chd
Client
File 1248 NE 98 ST, MIAI SHIDate/Time
10-Aug -2009 15:18
T E.x
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65.000
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Beam End Forces
Sign convention is as the action of the joint on the beam.
Axial
Shear
Torsion
Bending
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: • • • • •
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Beam
Node
L/C
Fx
(Ib)
Fy
(Ib)
Fz
(Ib)
Mx
(Ib ft)
My
(Ib ft)
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1
1:ULP
303.005
- 131.642
-4.301
1.05
2.34
- 79.92
5
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- 303.005
17.892
4.301
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5.18
23
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Reactions . •
Horizontal
Vertical
Horizontal
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FY
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- 301.519
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Print Time/Date: 10108/200915:30
STAAD.Pro for Windows 20.07.03.16
Print Run 4 of 4
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NOTE:
ALL MEMBERS AI RE 1 "fi SCI-1 4� C.ALV. T 1-..r°I1 S
•• • • • • • • • • •
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OO�
Z
Z
U
Wayne therlancl
FL PE • 44383
Structural Civil
Cates
08 -10 -09
Scales
ToF2�
P
1/4"x2 "x6" STEEL e WITH (2)
1'2 "x5" SIMPSON WEDGE -ALL
ANCHORS (MIN. 4" EMBEDMENT
INTO CONCRETE)
3/16
PA
1/4"x2 "x6" STEEL tE WITH (2)
I"2 "x5" SIMPSON WEDGE -ALL
ANCHORS (MIN. 4" EMBEDMENT
INTO CONCRETE)
3
6
1/4"x2 "x2" STEEL WITH (1) 34"x5"
SIMPSON WEE ANCHORS
MIN. 3 -3 /S" EMBEDMENT INTO
CONCRETE
PC
GENERAL NOTES:
1. ALL STRUCTURAL MEl'1 3,€R6 TO.1Ee SCHEIipJLC• •
40 GALVANIZED STE;1, •i�P� • • • • • • •
• .. .... • •• ••• •
2. MINIMUM 4" EDGE DISTANCE FOR ALL
•.• • • •
• •• •• • •
• • • • • • •
• • • •
• • • •
• • ap
••_
• • • •.
• • • • • •
• • • •
• • • •
••• • •
ANCHORS
••
•• ••• •• • • •
• • • 3. ALL CONNECTIONS TO t1g FUL'lal� i�Ea.DEp • " : •
•••. •
••• ••• • • • • • • • ••
4. ALL WELDS TO COMPLY WITH THE AWS CODE
(LATEST EDITION)
5. ALL WELDS COVERED WITH CORROSION
RESISTANCE COATING.
6. ALL STRUCTURES DESIGNED IN ACCORDANCE
WITH 2001 FLORIDA BUILDING CODE AND
ASCE 1 -05 (V =90 MPH, I =0.11).
1. NOTIFY ENGINEER OF ANY
ERRORS /OMISSIONS FOUND OR IF ANY PART
OF THE DRAWINGS IS NOT UNDERSTOOD.
S. OWNER HAS BEEN NOTIFIED THAT FABRIC
AWNINGS WILL REQUIRE REMOVAL OF THE
FABRIC WHEN A HURRICANE WARNING IS
ISSUED. DRAWINGS NOT VALID UNLESS
SIGNED BY OWNER/AGENT.
SIGNATURE OF OUNER/AGENT DATE
9. CONTRACTOR TO FIELD VERIFY DIMENSIONS
AND SUBSTRATE CONDITIONS PRIOR TO
FABRICATION AND PRIOR TO ATTACHING
FRAMEWORK SHOULD DIMENSIONS OR
SUBSTRATE CONDITIONS IN THE FIELD DIFFER
FROM T1 -LOSE NOTED ON PLAN, ENGINEER
MUST BE NOTIFIED BEFORE PROCEEDING.
DRAWINGS NOT VALID UNLESS SIGNED BY
CONTRACTOR (PULLING PERMIT).
SIGNATURE OF CONTRACTOR (PULLING PERMIT) DATE
Ca,
l(7
0
N
L()
O
Wayne Sutherland
FL PE • 44353
Structural Civil
Pates
0S -10 -0S
Scales
of 2J
FND.I.P.1 /2"
4I4O ID)
0.10'
\ 21.00'
50.00' Total R/W
N.E. 98th STREET
20' Asphalt
35.00'
20' Parkway
75.00'
5.00'
0.00'
o o Asphalt Driveway i CNI
O
A
CL
LW.7
BLOCK 3 p"
x
0.t0=
CL
FND.I.P.1 /2"
(NO ID)
-4
rn
0. N
9.30'
NC
M
CD
14.35'
ONE STORY CBS
RESIDENCE # 1248
O
fV
15.40'
10.20'
(k
\ i
9.00'
IN
/
(0 20.25'
22.45'
Conc. u? n°.
Tiles "' `r r'"
POOL )4'
30.00' l
10'�f�
20.00' !/
FN
OID)
11100' 5,00'
0000
15.60'
7.30' .00'
in
u7
4'WF.
x
`v.
Qn
PL
On
On PL
UQ6
1
O-
LEGEND:
A ARC •
BM BENCH MARK
CB CATH EASIN
CBS CONCPETE BLOCK STL'CTURE
CH CHORE •
CENTER LINE
ML MONUMENT LINE
CONC. CONCF.ETE
CL CLEARANCE
N&D NAIL AND DISK
F.F.ELEV. FIN "SH FLOOR ELEVAT'ON
CENTER ANGLE
DH DRILLFOLE
MH MANHOLE
ONLY EASEMENTS, RIGHT OF WAYS, ETC READILY KNOWN ARE SHOWN. NO RESEARCH OTHERWISE HAS BEEN MADE
OUL
EL.
EM
MHE
ET
ENC.
SIP
FIP
FIR
CLF
TYP
R
75.00'
LOT 15 BLOCK 3 CIL 10' U.E.
OVERHEAD UTILITY LINES
ELEVATION
ELECTRIC METER
ELECTRIC MANHOLE
ELECTRIC TRANSFORMER
ENCROACHMENT
SET IRON PIPE
FOUND IRON PIPE
FOUND IRON ROD
CHAIN LINK FENCE
TYPICAL
RADIUS
0
a
SCALE: 1 " =20`
375.00'
LOT 5
BLOCK 3
LFND.I.P.1/2"
(NO ID)
FD FOUND
FH FIRE HYDRANT
(M) MEASURED
POB POINT OF BEGINNING
GM GAS METER
FN FOUND NAIL
PC POINT OF CURVATURE
PT POINT OF TANGANT
PRC POINT OF REVERSE CURVATURE
*PCC POINT OF COMPOUND CURVATURE
POC POINT OF COMMENCEMENT
SIR SET IRON ROD
WF
WM
r
N
0/5
7
CH.BR.
DME
LME
CME
LIE
B.C.
RECORD
WOOD FENCE.
WATER METER
WATER VALVE:
NAIL
OFFSET
TANGENT
CHORD BEARING
DRAINAGE MAINTENANCE EASEMENT
LAKE MAINTENANCE EASEMENT
CANAL MAINTENANCE EASEMENT
UTILITY EASEMENT
RES RESIDENCE
�Ci,LE: I "= / DRAWN Y' PB/PG: 7f%q REVISIONS: JOB NO.
BOUNDARY SURVEY
X-TREIVIE :EAS URE $
LAND SURVEYING, INC.
LB # 7495
Office: 954)817 -0440
E-mail xtrememeasures1 3 iz llc?ilTlitl(.corn
SURVEYOR'S CER.TIFIC.A'I'E:
I hereby certify that this survey meets the minimum technical standards
as set forth by the Florida Board of Surveyors and Mappers in Chapter 61(117-5
Florida Administrative Code, pursuant to section 472.027, Florida Statutes. And is
True and correct to the best of my knowledge and belief. The survey depicted here
Is not covered by Professional Liability Insuance.
NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED
OF A FLORIDA LICENEDA9 VEYOR AND MAPPER
7 i
DONALD T.
PROFESSION i YOR AND MAPPER NC) 5851
CTATE. 11V Ff .()RIM
•
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BLDG DEPT
SUBJECT TO COMPLIANCE WITH ALL FEDEP,AL
\_.STATE AND COUNTY FIIJLES P.ND REGULATIONS
°MCMIEVAI-rh
AUG 1 2009
B Y: .