ACT-07-776Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Nem Memm,
u-va fk%
Inspection Date: 07/19/2007
Inspector: Grande, Claudio
Owner: SMITH, MARY LESLIE
Job Address: 1053 94 Street NE
Miami Shores Village, FL 33138-
Project: <NONE>
Contractor: ATLANTIC AWNINGS CORP
Permit Type: Awnings/Canopies/Tents
Inspection Type: Final
Work Classification: New
Block:
Phone Number (305)347-4083
Parcel Number 1132050120090
Lot:
Phone: (305)229-0555
Building Department Comments
INSTALLATION OF AWNINGS 5
AUL 2 0 Am
Passed
Inspector Comments
Failed
Correction
Needed
Re-Inspection
Fee
($75)
No Additional Inspections can be scheduled
re-inspection fee is paid.
until
Thursday, July 19, 2007
Page 1 of 2
Miami Shores Village � I Plo-
g
Building Department p
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
BUILDING 1 E
PERMIT APPLICATIOl APR 1 8 20071
FBC 2004
Permit Type (circle):
Owner's Name (Fee Simple Titleholder)
Owner' Address , /, 416 qy
City �h
BY:
Electrical Plumbing Mechanical Roofing
Phone # 3d5 327/ 7 s�1 v " 3
I-1
Permit No. N1-
-Tkio
Master Permit No.
/2 , State Zip �j 31,_ S
Tenant/Lessee Name
Phone #
Job Address (where the work is being done) /0 08 / , 91 /2 5
City Miami Shores Village County Miami -Dade Zip 3Y,' 5Z'
FOLIO / PARCEL # / I°' 3ACS S o /61-- 0090
Is Building Historically Designated YES NO
Contractor's Company Name 4`rL 2 )41 , ,4(. JAJ i, .S Phone # 3 0 ,
Contractor's Address / 0133 if S'ck.i /s-6 ct vie, 305 • O b 5 . GT R9
33 it r
City m lA ma State Zip
Qualifier Name J O / / 9 6 /11/1 Phone # 7 f' 7d e' (1/31
State Certificate or Registration No. Certificate of Competency No. 04, c'3 .S co Co 1 3
Architect/Engineer's Name (if applicable)
Phone #
Value of Work For this Permit $ Square / Linear Footage Of Wprk:
Type of Work: ['Addition
Describe Work:
Al eration (mil ['New ❑ Repair/Replace ❑ Demolition
OTA 1 8
` 5\ 0' (1_ 3 \ -1' Ok)
********* * * *** * ** *** * ** **** * ** *** * * ** *Fe % **,r *** * * * * ** * * *,r * * * * **** * * *** *,r **** * * *** * **
Submittal Fee $ Permit Fee $ / -.***-- CCF $ �' �f CO /CC
Notary $ — Training/Education Fee $
Scanning $ O Radon $ DPBR $
Technology Fee $ ? '50
Zoning $
Bond $ Code Enforcement $ Double Fee $
Structural Review. $ Total Fee Now Due $ /1 -
See Reverse side -+
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 ELECTRICAL WORK, PLUMBING, 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 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged
Agent
The foregoing instrument was acknowledged before me this
day of 200, by %�')�+"� (es m1 2 ,
who is personally known to me or who has produced
NOTARY PUBLIC:
/77X
y
Sign:
Print:
As identification and who did take an oath.
1
My Commission Expires:
* * * * * * * * * * * * * * * * * * * * * * * **
**
MAYLINO DIAZ-cLARK
MY COMMISSION # DD
Signature
Contra
The foregoing in ���' ent was acknowledged before me this
day of J(o ! 20 07 by � � 16A' S'LL 1 A)
who is erso ally known to me�or who has produced
NOTARY PUBLI ii:
Sign:
Print: W AV L!4 : ; VN1AN SUAREZ
r$ ..� , ?'Y COMMISSION # DD 606833
5622 My Commission Expires _ EXPIRES: October 18, 2010
M.... ggp�gy
asridentification and who did take an oath.
* * * * * * * * * * * * * * * * * **
**
APPLICATION APPROVED BY:
(Revised 02/08/06)
ncy Holder)
****************** *** * ** * * * * * ** * * ** * * * * * * ** * * ** **
Plans Examiner
Engineer
Zoning
STATE OF FLORIDA)
COUNTY OF DADE)
Miami s tiir49e
2)efrovetmeffe
10050 NE Zed Ave
Miami Shores, Fl 33138
Phone 305-795-2204; Fax 305-756-8972
www.miamishoresvillage.com
AFFIDAVIT
APR 1 8 2007
B Y:
The undersigned Affiant, 7-12? r ,�4 . � ' , does hereby attest that
erty over)
The attached survey, performed by 66 I /1 ,46s-Dc. 1n C
(name of surveyor's company)
for address: J053 /U, " Sep in sag s s FL,
performed on Y % /( (date of survey) is an accurate representation of the
existing conditions and locations of all structures on the property as of this date.
The purpose of this Affidavit is to induce Miami Shores Village to issue a
building permit for the property without first providing a survey less than six (6) months
old. The Affiant, as property owner, further agrees to remove or obtain permits for any
structures which now may exist on the property which are not permitted or which may
violate zoning or building code regulations. The Affiant further understands that the
existence of any such structures may affect final inspections as applicable to this or other
permits.
Further, ffiant sayeth nau
Property Owner Signature
,57014
Property Owner Print Name
SWORN TO AND SUBSCRIBED before me this / day of ,Mam'.I deaf .
t
Affiant is personally known to me,— pi'edueed
rii,p(
STEPHAMEA. COLAS
MY COMMISSION # DD 179130
EXPIRES: Mardi 20, 2007
.,94, Boied uR alo�ry Pu,c Unden
Notary
,Age we r. 6/4,
Planning and Zoning Criteria
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204 Fax: (305)756 -8972
Permit NO. ACT -4 -07 -776
Issue Date: Not Issued
Expires:Not Issued
Folio Number:1132050120090
Owner's Name: MARY LESLIE SMITH
Job Address: 1053 94 Street NE
Miami Shores Village, FL 33138-
Owner's Phone: (305)347 -4083
Total Square Feet:
Total Job Valuation: $ 3,000.00
0
Planning and Zoning Criteria and Comments
Approved: Yes Date Approved: 6/19/2007 : Yes
Comments: FABRIC CAN NOT BE USED TO COVER A PORCH IN THE FRONT YARD.
6/19/07
NEW PLAN OK, AWNING MUST NOT EXTEND MORE THAN 36" INTO SIDE YARD
COVER SHEET
Structural Calculations for Canvas Awning
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Project:
Scott Porter
1053 NE 94 St
Miami Shores, FL 33138
INFINITY
ENGINEERING
Infinity Engineering Services, Inc.
14746 SW 60 St
Miami, FL 33193
Tel: 786- 287 -3922
www.1nfinityEng.us
CA# 26963
Victo eron, PE
Civil
PE# 63023
Scott Porter 1B, 1053 NE 94 St, Miami Shores, FL 33138.xmcd
1 of 4
06/01/2007
DESIGN WIND LOADING FOR CANVAS AWNING
ASCE 7 -02 (C&C, h <60 ft)
Z =25ft
V = 90 mph
FBC 2004 3105.4.2.1
= 0.77
Exposure_Category = "C'
Kzt = 1.0
qz:= 0.00256•Kz•Kzt•Kd•V2•I
Length = 4.17 ft
Area := Length •Width
Zone = "4"
Pdesign = gz•(GCp + GCp•
PDesignVert = —12.5 psf
UPLIFT LOADING
Widtheff
Uplift := 2 PDesignVert
LATERAL LOADING 1
Lateral1 = —14pIf
Kd =0.85 Kz =0.95
GCp = —1.09
Width = 3 ft
Area = 12.5 ft 2
qz = 12.83 psf
GC • = 0.00
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Pdesign = —14.0 psf ••••• •
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PdesignLat = —6.2 psf
Uplift = —21 pif
Widtheff'913.315„ ft
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Scott Porter 1B, 1053 NE 94 St, Miami Shores, FL 33138.xmcd 06/01/2007
2 of 4
CHECK MEMBERS
CLRFD)
SECTION PROPERTIES
ND =0.75 in L =7.00ft OD= 1.05in ID =0.82 in t =0.11 in K =0.9
Fy = 35 ksi E = 29000 ksi Cross_Sectional Area = 0.33 in2 Weight = 1.13-
I = 0.0370 in4 r = 0.334 in S = 0.07 in3 Z = 0.1 in3 -Kt_ = 226.6
r
k =9.29 kp =39.77 kr =9.29
AXIAL
K.L Fy
kc r•7s E
Q :=
= 2.51
2
Q•0.658 -Fy if kc•ra <_ 1.5
0.877
�2
c
(i)c:= 0.85
FLEXURE
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Fy if xc•i > 1.5
Pn := Fcr•Cross_Sectional Area
EyZ•if A <_X,p
07 E +1\
"CO Fy
•• • {•
•Fy•S if kp<X <_kr
•0.880 ;E 0.448•E
••• S if X,r<X. <_ F
••tty� y
• •. q.•
• ••
CHECEINTERAwTION
Applied Axial = 193 Ib
P„ := 1.6 Applied Axial
M„ := 1.6•Applied_Moment
Pu Mu
- 0.22 = 0.31
Oc'Pn 4)b'Mn
I :_
1 if X. S kr
0.0379E 2
OD + 3 if X >?�r
Fy t
Q =1
Fcr = 4.89 ksi
Pn = 1627 Ib cbc•Pn = 1383 Ib
Mn = 291 ft-lb
(kb := 0.9 4)b•Mn = 262 ft•Ib
Applied_Moment = 51 ft•Ib
P„ = 309 Ib
Mu = 82 ft•Ib
Pu 8 • Mu if Pu >_ 0.2 1 = 0.50
(I)c.Pn 9 (0b•Mn Oc'Pn
Pu Mu Pu
if < 0.2
2'(1)c'Pn cb'Mn (l)c'Pn
if(I <1.0,"OK" , ,,NG ") = "OK"
Scott Porter 1B, 1053 NE 94 St, Miami Shores, FL 33138.xmcd 06/01/2007
3 of 4
CHECKS ANCHOR BOLTS
Utilising 3/8" Dia x 1 -1/4" Embed Hilti HLC Sleeve Anchors into Hollow Block
No of Bolts = 1
CHECK TENSION
Bolt_Tensile_Capacity = 435 Ib Applied_Tension = 159 Ib
Allowable_Tension := 1 .33•Bolt_Tensile_Capacity•No_of Bolts Allowable_Tension = 579 Ib
CHECK SHEAR
Bolt Shear Capacity = 800 Ib
Allowable_Shear:= 1.33. Bolt_Shear Capacity•No_of Bolts
CHECK INTERACTION
Applied_Tension Applied_Shear
I ._ +
Allowable_Tension Allowable_Shear
Applied_Tension
- 0.27
Allowable_Tension
Applied_Shear = 93 Ib
Allowable_Shear = 1064 Ib
Applied_Shear
Allowable_Shear
- 0.09
= 0.36
if(I <_ 1.0, "O.K. ", "N.G. ") = "O.K."
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Scott Porter 1B, 1053 NE 94 St, Miami Shores, FL 33138.xmcd 06/01/2007
4 of 4
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COVER SHEET
Structural Analysis for Canvas Awning
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Project:
Scott Porter
1053 NE 94 St
Miami Shores, FL 33138
Page 1 of 6
INFINITY
ENGINEERING
Infinity Engineering Services, Inc.
14746 SW 60 St
Miami, FL 33193
Tel: 786- 287 -3922
www.InfinityEng.us
CA# 26963
Vict6FCeron, PE
Civil
PE# 63023
LOOZ aunt 60
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Section Properties
Name
HY (in)
HZ (in)
AX (In2)
IX (in)
IY (in4)
IZ (in)
Material
P 0.75
1.05
1.05
0.333
0.074
0.037
0.037
STEEL A53
Forces - Envelope
- Cases: 1 2 4
Bar
FX (Ib)
MY (Ibft)
Length (ft)
Section
1 / MAX
-49
0
3.00
P 0.75EP
1 / MIN
-159
-29
3.00
P 0.75EP
3 / MAX
127
0
3.35
P 0.75EP
3 / MIN
-0
-26
3.35
P 0.75EP
8 / MAX
177
51
7.00
P 0.75EP
8 / MIN
9
-20
7.00
P 0.75EP
9 / MAX
-27
33
7.00
P 0.75EP
9 / MIN
-193
-35
7.00
P 0.75EP
Reactions: Envelope
in the coordinate system: global - Cases: 1
Node
FX (Ib)
FY (Ib)
FZ (Ib)
MX (Ibft)
MY (Ibft)
MZ (Ibft)
5 /MAX
-49
-1
-0
0.0
0
-0
5 / MIN
-159
-9
-10
0.0
-0
-0
8 /MAX
112
2
3
0
0
-0
8 / MIN
-23
-10
-93
-0
-0
-0
9 /MAX
-49
9
-0
0.0
0
0
9 /MIN
-159
1
-10
-0
0.0
0
12 /MAX
112
10
3
0
0
0
12 1 MIN
-23
-2
-93
0.0
-0
0.0
15 / MAX
-3
0.0
-5
0
0
0
15 / MIN
-55
0.0
-93
-0
-0
-0
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Scott Porter 1B, 1053 NE 94 St, Miami Shores, FL 33138.doc 01 June 2007
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Section Properties
Name
HY (in)
HZ (in)
AX (in2)
IX (in4)
IY (in4)
IZ (in4)
Material
P 0.75
1.05
1.05
0.333
0.074
0.037
0.037
STEEL A53
Forces - Envelope
- Cases: 1 2 4
Bar
FX (Ib)
MY (Ibft)
Length (ft)
Section
1 / MAX
-38
-0
3.00
P 0.75EP
1 / MIN
-125
-23
3.00
P 0.75EP
3 /MAX
100
0
3.35
P 0.75EP
3 / MIN
-0
-21
3.35
P 0.75EP
8 / MAX
107
31
5.50
P 0.75EP
8 / MIN
5
-12
5.50
P 0.75EP
9 /MAX
-16
20
5.50
P 0.75EP
9 /MIN
-117
-22
5.50
P 0.75EP
Reactions: Envelope
in the coordinate system: global - Cases: 1 2 4
Node
FX (Ib)
FY (Ib)
FZ (Ib)
MX (Ibft)
MY (Ibft)
MZ (Ibft)
5 / MAX
-38
-0
-0
0.0
-0
0
5 / MIN
-125
-5
-8
0.0
-0
-0
8 /MAX
88
1
2
0
0
0
8 / MIN
-18
-6
-73
-0
-0
-0
9/ MAX
-38
5
-0
0
0
0
9 /MIN
-125
0
-8
-0
-0
0
12 /MAX
88
6
2
-0
0
-0
12 / MIN
-18
-1
-73
-0
-0
-0
15 /MAX
-2
0.0
-4
0
0
0
15 / MIN
-44
0.0
-74
-0
0.0
-0
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Scott Porter 1, 1053 NE 94 St, Miami Shores, FL 33138.doc 18 March 2007
6 of 6
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Cases: 4 (UL +L1)
M lb/ft
LOOZ 4OJBW 86
LOOZ yoaeW 81.
Cases: 2 {'
bib IbMMt
TE
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Cases: 1 {UPLIFT}
lb/ft
•. • • • • • 4100 ••
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COVER SHEET
Structural Analysis for Canvas Awning
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Project:
Scott Porter 1
1053 NE 94 St
Miami Shores, FL 33138
Page 1 of 6
INFINITY
ENGI CEDING
Infinity Engineering Services, Inc.
14746 SW 60 St
Miami, FL 33193
Tel: 786- 287 -3922
www.InfinityEng.us
CA# 26963
Victor Ceron, PC
Civil
PE# 63023
CHECK ANCHOR BOLTS
Utilising 3/8" Dia x 1 -1/4" Embed Hilti HLC Sleeve Anchors into Hollow Block
CHECK TENSION
Bolt_Tensile_Capacity = 435 Ib
Allowable_Tension := 1.33. Bolt_Tensile_Capacity•No_of Bolts
CHECK SHEAR
Bolt_Shear Capacity = 800 Ib
No of Bolts = 1
Applied_Tension = 125 Ib
Allowable_Tension = 579 Ib
Applied_Tension _ 0.22
Allowable_Tension
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Applied_Shear = 74 Ib
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Allowable_Shear := 1.33• Bolt Shear Capacity • No_of Bolts Allowable_SOm: 1064 Itz •
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CHECK INTERACTION
Applied_Tension Applied_Shear
Allowable_Tension Allowable_Shear
Scott Porter 1, 1053 NE 94 St, Miami Shores, FL 33138.xmcd
4 of 4
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Apaied_Shear
• •••••.•0.07
Plitt able Shear' •
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• • '•' •I..0.29
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if(I <_ 1.0 , "O.K." , "N.G." ) = "O.K."
3/18/2007
CHECK MEMBERS
CLRFD)
SECTION PROPERTIES
ND =0.75 in L =5.50ft OD =1.05 in ID =0.82 in t =0.11 in K =0.9
Fy = 35 ksi E = 29000 ksi Cross_Sectional Area = 0.33 in2 Weight = 1.13 —lb
ft
K•L
I = 0.0370 in4 r = 0.334 in S = 0.07 in3 Z = 0.1 in3 — = 178
r
k =9.29 ?.p =39.77
AXIAL
K•L FY
;••�c: =— — kc =1.97
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'F"cr •_
kr =9.29
Q :_
1 if X, <Xr Q =1
0.0379-E 2
OD +3 if X. >kr
•••••• Q 2
f '•0!038 • Fy if �.c•� <_ 1.5 Fur = 7.92 ksi
c
• • •
y 0 s��
. iF if c > 1.5
• •0•• ••�,•c•••
• •••• • ••
• ••• c 0•85' : Pn Fcr•Cross_SectionalArea
• ••••'
FLEXURE
Mn
Fy•Z if k <_ ?gyp
r 0.0207 E
+1 •Fy•S if AT
OD F <_)r
Y
t �
0.330.E 0.448.E
OD S if r < A. FY
t
CHECK INTERACTION
Applied Axial = 125 Ib
Pu := 1.6•Applied Axial
Mu := 1.6•Applied_Moment
Pu Mu
= 0.09
(i)c•Pn
— 0.19
(1)b•Mn
:_
Pn = 2635 Ib (1)c•Pn = 2240 Ib
Mn = 291 ft-lb
:= 0.9 b•Mn = 262 ft-lb
Applied_Moment = 31 ft. lb
Pu = 200 Ib
Mu = 50 ft-lb
Pu 8 Mu Pu
if >— 0.2 I = 0.23
(0c•Pn 9 (l)b•Mn (kc•Pn
Pu Mu Pu
if < 0.2
24c•Pn (0b•Mn Oc•Pn
if(I < 1.0 ,"OK" , "NG ") = "OK"
Scott Porter 1, 1053 NE 94 St, Miami Shores, FL 33138.xmcd 3/18/2007
3 of 4
DESIGN WIND LOADING FOR CANVAS AWNING
ASCE 7 -02 ( CSC, h <60 ft)
Z =25ft
V = 90 mph
FBC 2004 3105.4.2.1
I = 0.77
Exposure_Category = "C'
Kzt = 1.0 Kd = 0.85
Kz =0.95 •• •
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gz:= 0.00256•Kz•Kzt•Kd•V2•I qz = 12.849f.• • • • ••
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Length = 4.17 ft Width = 3 ft •""
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Area := Length .Width Area = 12.5 ft 2 ••:•
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0
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Zone = "4" GCp = —1.09 GCpi = 0.00
Pdesign := gz•(GCp + GCpi) Pdesign = —
PDesignVert = —12.5 psf PdesignLat = —6.2 psf
UPLIFT LOADING
Widtheff
Uplift := 2 PDesignVert
LATERAL LOADING 1
Lateral1 = -14pif
Uplift = —21 pif
Scott Porter 1, 1053 NE 94 St, Miami Shores, FL 33138.xmcd
2 of 4
14.0 psf
Widtheff = 3.35 ft
3/18/2007
COVER SHEET
Structural CaIcuIations for Canvas Awning
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Project:
Scott Porter 1
1053 NE 94 St
Miami Shores, FL 33138
INFINITY
ENGINEERING
Infinity Engineering Services, Inc.
14746 SW 60 St
Miami, FL 33193
Tel: 786- 287 -3922
www.InfinityEng.us
CA# 26963
Victor Caron, PC
Civil
PE# 63023
Scott Porter 1, 1053 NE 94 St, Miami Shores, FL 33138.xmcd
1 of 4
JUN fl 8 2007 lI\?fl
3/18/2007
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BOUNDARY SURVEY
P L
SCALE: 1" = 20'
RI P.
4I /2.n
.1
G6..•
4d
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ONE STORY
C.B.S. RES.
No. 1053
L.F.E.= 8.53'
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oiXe
.p_ co.*.
lam•
Ga• Saelk.=
la' Pclveme��
94th ' TREET
r
- ELEVATIONS WHEN SHOWN ARE REFERRED TO N.G.V.D.
PROPERTY ADDRESS 1053 N.E. 94th STREET, MIAMI, FLORIDA
LEGAL DESCRIPTION
LOT 9 BLOCK
SUBDMSION KIRBYS ADDITION TO MIAMI SHORES
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 41 AT PAGF 44
OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA
2E-
I2
LOCATION SKETCH
SCALE 1'= 200'
k
jc
THE wow FLED INSURANCE RATE ttAP DATED 07-17-'995 PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY DELINEATES
THE HEREIN DESCRIEED LAND TO BE SITUATED WITHIN ZONE ia$�) COt IHBTY No 120652 P, , 093 . L
I HEREBY CERTIFY: That the BOUNDARY SURVEY of the above described property is true and correct to the beet of my
knowledge and belief as recently surveyed under my direction, also that there are no above ground encroachments unless shown.
This survey meets the minimum technical standards set forth by the Florida Board of Professional Surveyors and Mappers, in Chapter
61617 -6, Florida Administrative Code, pursuant to section 472.027 Florida Statutes. Examination of the abstract of title will
have to be made to determine recorded instruments, if any, affecting the property. Location and identification of utilities adjacent
to the property were not secured as such information was not requested ip is subject to opinion of title. This survey is
not intended for design nor construction purposes. For those purposes a Topographic Ownership Survey Is required.
CEA ItD T0:
MARIE LASLIE SMITH
ILEANA M. GARCIA, ESQUIRE
ATTORNEYS TITLE INSURANCE FUND, INC.
UNION PLANTERS BANK, N.A. its
successors and /or assigns.
JUAN J. BONFLL
PROFESSIONAL 1 "' `i ` AND
STATE OF FLOR
DATE: 09 -14-00
NOT VAUD WITHOUT THE ORIGINAL RAISED
SEAL AND SIGNATURE OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
• J. Bonfill & Associates, Inc.
Registered Surveyor and Mapper, State of Florida. LB No. 3398
9360 S.W. 72nd STREET, Suite 265
Miami, Florida 33173 (305) 598 -8383 FAX: 598 -0023
REVISION.
REVISION.
CLIENT:
ORDER NO 00 -0636
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Ati,g6L
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TAlig IV
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GENERAL NOTES:.
1. ALL STRUCTURAL MEMBERS TO BE SCHEDULE 40
GALVANISED STEEL PIPE UON.
2. MINIMUM 5" EDGE DISTANCE FOR ALL. ANCHORS.
3. ALL CONNECTIONS TO BE FULLY WELDED:
TYP
4. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST
EDITION).
5. ALL WELDS COVERED WITH CORROSION RESISTANT
COATING.
6. ALL. STRUCTURES DESIGNED IN ACCORDANCE WITH
2004 FLORIDA BUILDING CODE AND ASCE 1 -02
(V =90 MPH, I =0.11).
Z. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND
OR IF ANY PART OF THE DRAWINGS IS NOT
UNDERSTOOD.
S. CONTRACTOR TO NOTIFY OWNER THAT FABRIC
AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC
WHEN A HURRICANE WARNING IS ISSUED.
9. CONTRACTOR TO FIELD VERIFY SUBSTRATE
CONDITIONS PRIOR TO FABRICATION AND PRIOR TO
ATTACHING FRAMEWORK SHOULD SUBSTRATE
CONDITIONS IN THE FIELD DIFFER FROM THOSE
NOTED ON PLAN, ENGINEER MUST BE NOTIFIED
BEFORE PROCEEDING.
3/16' TYP
1/4 "x2 "x2" STEEL fiE TO
HOLLOW BLOCK WITH (1)
1/2"x3" HILTI I-ILC SLEEVE
ANCHORS (MIN. 11/2" EMBED)
DETAIL A
SCALE: 3"=P-0"
1/4"x3 "x6" STEEL fiE TO
HOLLOW BLOCK WITH (2)
1/25(3" HILTI HLC SLEEVE
ANCHORS (MIN. 11/2" EMBED)
NOTE:
ALL PIPES 344 "4'.
DETAIL A
(TYPICAL OF 1)
TYP
/3/16"
D T4IL 5
SCALE: 3"=1'-0"
NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FA5RICATION.
DETAIL 8
(TYPICAL OF 2)
DETAIL C
(TYPICAL OF 2)
PROPOSED CANOPY 1
SCALE: 3/8 " =1' —0"
JJ6" Ji6"
3/16"
TYP
'/4 "x3 "x6" STEEL fiE TO
HOLLOW BLOCK WITH (2)
1/2"X3" HILT! HLC SLEEVE
ANCHORS (MIN. 11/2" EMBED)
DETAIL C
SCALE: 3".11-0"
SCOTT FC TE R
4:
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VICTOR CERON
PE* 63023
CIVIL
Pate:
1S- Mar -2001
Sea, is:
AS SHOWN
Sheet:
J
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GENERAL NOTES:
1. ALL STRUCTURAL MEMBERS TO BE SCHEDULE 40
GALVANISED STEEL PIPE UON.
2. MINIMUM 5" EDGE DISTANCE FOR ALL ANCHORS.
3. ALL CONNECTIONS TO BE FULLY WELDED:
TYP
l/S 11
4. ALL WELDS TO COMPLY WITH THE AWS CODE (LATEST
EDITION).
5. ALL WELDS COVERED WITH CORROSION RESISTANT
COATING.
6. ALL STRUCTURES DESIGNED IN ACCORDANCE WITH
2004 FLORIDA BUILDING CODE AND ASCE 1-02
(V =90 MPH, 1= 011).
1. NOTIFY ENGINEER OF ANY ERRORS /OMISSIONS FOUND
OR IF ANY PART OF THE DRAWINGS IS NOT
UNDERSTOOD.
8. CONTRACTOR TO NOTIFY OWNER THAT FABRIC
AWNINGS WILL REQUIRE REMOVAL OF THE FABRIC
WHEN A HURRICANE WARNING 15 ISSUED.
9. CONTRACTOR TO FIELD VERIFY SUBSTRATE
CONDITIONS PRIOR TO FABRICATION AND PRIOR TO
ATTACHING FRAMEWORK SHOULD SUBSTRATE
CONDITIONS IN THE FIELD DIFFER FROM THOSE
NOTED ON PLAN, ENGINEER MUST BE NOTIFIED
BEFORE PROCEEDING.
"x2 "x2" STEEL iE TO
HOLLOW BLOCK WITH (1)
1/2"x3" HILTI HLC SLEEVE
ANCHORS (MIN. 11/2" EMBED)
DETAIL A
SCALE: 3"=1'-0"
1/4"x3 "x6" STEEL le TO
HOLLOW BLOCK WITH (2)
1/2"x3" HILTI HLC SLEEVE
ANCHORS (MIN. 11/2" EMBED)
NOTE:
ALL FIFES 3/4 "c1).
DETAIL A
(TYPICAL OF 1)
TYP
3/16'
DETAIL 5
SCALE: 3".1'.-0"
NOTE: CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION.
DETAIL 8
(TYPICAL OF 2)
DETAIL C
(TYPICAL OF 2)
r
PROPOSED CANOPY 1
SCALE: 3 /s "= I'-0"
Y2n Y2"
3/16"
TYP
1/4"x3 "x6" STEEL fiE TO
HOLLOW BLOCK WITH (2)
1/2"x3" HILTI HLC SLEEVE
ANCHORS (MIN. 11/2" EMBED)
DETAIL C
SCALE: 3 " =1' -0"
SCOTT FOIRTER
VICTOR CERON
PE* 63023
CIVIL
Date:
1- Jun -2001
Seale:
AS SHOWN
1
tcNA
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6
i s
Certifiratr ,Ntant e Resistance
REGISTERED
APPLICATION
CONCERN No.
( A -246 1
ISSUED BY
Excello Fabric Finishers, Inc.
802 S. Second St. Coshocton, Ohio
740 -622 -7444
This is to certify that the materials described below have been
E & M DISTRIBUTOR IN S r--�
8790 WEST 9TH COURTji L — V
NIALEA
FL 33012
FOR
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APR 1 8 2007
BY:_
-iiit‘- - Certification is hereby made that: (Check "at or'r!)")
!1 � (a) The articles described below this Certificate have been treated wit
: • registered by the State Fire Marshal and that the application ofsaid'reim ova one i
• eie Mate of California and the Rules and Regulations of the State Fire Marshal.
•
•••• Name (ef clemica l used
•
Date treated or
manufactured
1 -10 -2007
a:ne- retardant treated or are inherently nonflammable).
EXCELLO
• '•• 11- tethodoog�pplication Plant Controlled
• • • • •
• ••
. TradeinAple of flame - resistant fabric or material used
• • PYRttNE 60"
•
Chem. Reg.
ical approved and
onformance with the
No. C -65
(,..The astiales.tlescribed below are made from a flame- resistant fabric or material registered and approved by the
••• State: iie•Marshal for such use. •
• •Trade tTameeof flame- resistant fabric or material used
Reg. No.
The Flame-Retardant Process Used WILL NOT Be Removed By Washing
The Exceilo Fabric Finishers, Inc.
William J. Stenner
A'aune of Applicator or Production Superintendent
By
President
Control Number 99218
Order Number 03878
PO Number
. Invoice Number 1346538
Quantity
~PERMIT #: cT
Miami
APPROVED
ZONING DEPT
BLDG DEPT
Shores villa'!'
BY
SUBJECT TO COMF!
STATE AND COL'- -
alk te,u3 Atzr■ktens
Kar is0,41.e.,
1053 1AE ciLl'-‘1/ 5
Kvarel■ 9nor€5,-C‘.
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