ACT-12-635Permit Number: ACT -4 -12 -635 I
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
CC-11 -9/1e ►
)nspection Number: INSP- 172252
Inspection Date: May 30, 2012
Inspector: Bruhn, Norman
Owner:
Job Address: 9501 NE 2 Avenue
Miami Shores, FL 33138-
Project: BENNETT BUILDING
Contractor: BBF CONSTRUCTION INC
Permit Type: Awnings /Canopies/Tents
Inspection Type: Final
Work Classification: New
Phone Number (305)756 -3711
Parcel Number 1132060133920
Phone: (786)340 -2888
Building Department Comments
15 AWNINGS
Passed0 ' :Jt�/0
Inspector Comments
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled
re- inspection fee is paid.
until
For Inspections please call: (305)762 -4949
May 30, 2012
Page 1 of 1
•
Miami Shores Village
Building Department
40050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 7952204 Fax: (305) 756.8972
4 13 iz' ,�A1 iao INSPECTION'S PHONE NUMBER (305) 762.4949
BUILD 1 G I r'
PERMIT APPLICATION
FBC 20 -
Permit Type4UILDING) ROOFING
OWNER: Name (Fee Simple Titleholder): l.-L-L
Phone#: 306 - -15(0.3111
Address:
City: MVorn1 lnprge) State: L Zip: 3371C--6
Tenant/lessee Name: Phone#:
Email:
Permit No. I. t ?%-FDA
Master Permit Nof5:-f/ ''`b%
JOB ADDRESS:
City: Miami Shores
Folio/Parcel#:
Is the Building Historically Designated: Yes
County:
Miami Dade
Tap: 3313$
• CONTRACTOR: Company Name:
Address:
City: tiVQmM
State: VI.- Tip: 5110
Qualifier Name: 21.60, 2\5her Phone#: J Qi- %Q to -non
State Certification or Registration #: l- �-L1 Certificate of Competency #:
Contact Phone#:10- ?A0-cat Email Address:
NO Flood Zone:
7E6 -%tp - �
Phone#:
DESIGNER Architect/Engineer: MCkr\ 1 V \l l - - Phone#: wps .1 jL - 3-5113
/n
Value of Work for this Permit: $ lCJ) d Square/Unear Footage of Work
Type of Work °Addition it Iteration °New °Repair/Replace °Demolition
Description of Work: AWN C I 0-0 in le-k,o
** F
Submittal Fee $ / Permit Fee $ ?00 CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Traiaing/Educallon Fee $
• Double Fee $ Structural Review $
Technology Fee $
,Bonding Company's Name (if applicable)
Bonding Company's Address
City ..._..
State
111 Mortgage Lender's Name (if applicable) ---.
Mortgage Lender's Address
Ci
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
COMMENT 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
• inspection will not reinspection fee will be charged
•
gent
The forego' ! instrument was acknowledged before me this ZO
day of M ai , 20 t( , by I ke. 4$A— ,
who is personally known to me who has producxl
As identification and who did take an oath.
NOTARY PUBLIC: NCI' APY PUBLIC -STATE OP FLO TA
Yatuv Offir
Commission #DD7956P0
° Expires: AUG. 22, 2012
U ATLANTIC BONDING CO., IP.0
Sign:
Print
My Commission Expires:
Signature
Contractor
The foregoing instrument was acknowledged before me this..
day of MCI , 2011, by ? k61 Si PAC;
who ispeasonaaly known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
APPROVED BY /01) Plans Examiner
Structural Review
(Revised 07 /10107)(Revised o6/10/2009XRevised 3/15/09)
Sign:
Print
My
**
l� /
ruing
Clerk
\13)1.-1MUAMAC-1
Permi No: 12 -635
Job Name:
April 11, 2012
Miami Shores Viiiage
Building Department
Building Critique Sheet
1) Provide approval from Miami Dade Fire.
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Page 1 of 1
Plan review is not complete, when all items above are corrected, we will do a complete plan
review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and
include one set of voided sheets in the re- submittal drawings.
Norman Bruhn CBO
305 - 762 -4859
Miami Shores Village
Building Department
RECEIPT
PERMIT #: DATE: LI
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
IZ
Contractor
o Owner
o Architect
Picked up 2 sets of plans and (other) _ P
Address: So Ft, r'
From the building department on this date in order to have corrections done to plans
And /or get County stamps. I understand that the plans need to be brought back to Miami
Shores Village Building Department to continue permitting process.
Acknowledged by:
PERMIT CLERK INITIAL:
RESUBMITTED DATE: 1 '7/0 ( L
PERMIT CLERK INITIAL:
51 lcllll:( yiTitv 1 iffird chi tnxtwl till 117171TiTi1117f 171 it
sitertiittate oi jame 7' egistance
REGISTERED
APPLICATION
CONCERN No.
F -73101
ISSUED BY
GLEN RAVEN CUSTOM FABRICS, LLC
1831 N PARK AVE
GLEN RAVEN NC 27217
Date Work Performed
S /2t',/11
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 TRI VANTAGE"LLC AT 2937 WEST 25th STREET
MY CLEVELAND STATF OHIO 44113
Certification--is- hereby-made that: -( Check-"a" or "-b ") —
(a) The articles described at the bottom of this Certificate have been treated with a flame -
retardant chemical approved and registered by the State Flre Marshal and that the application
of said chemical was done in conformance with the law 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
(b) The articles described at the bottom hereof are made from a flame - resistant fabric or material
registered and approved by the State Fire Marshal for such use.
Tiede riame oP ome -re ibtant Coblic cr riiotefi l used FIRESIST Reg. No F -73101
The flame Retardant Process Used WILL NOT Be Removed By Washing
(will or will not)
GLEN RAVEN CUSTOM FABRICS
Nome of Production Superintendent
KIN )cfgi 7 TJ j'JTJM1v;WWIAMP JJnkTATA . • TnT . i : T j: 7 T7 TATI TATIM :P T,J T', TATAJJ T
By WENDY MILLER, CUSTOMS COMP. MGR.
Title
d
S
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.
TRI VANTAGE, LLC
By Catet4
Control/ lot # Quantity 250 VD
Customer order *SAMPLE
Description
8=OUW -0000 BLACK
*F 40044878 ,, 888508
ihl �iiur7�u �, iC liwol� Y YJV�:L� Code
FIRESIST 60" B.750Z /SY
AWNINGS BY VALROSE
4450 E 11TH AVE
HIALEAH
FL 33013
COVER SHEET
Structural Calculations for Canvas Awning
9501 NE 2nd AVE, MIMI SHORES,
Project:
9501 N.E. 2nd AVE
MIAMI SHORES, FL
13&D
ENGINEERS
Research & Design Engineers, Inc.
13400 SW 134 AVE. #1
Miami, FL 33186
Tel: 786- 293 -1500
Fax: 786- 293 -4999
www.RnDEng.com
CA# 9857
PE# 50648
1 of 8 3/29/2012
DESIGN WIND LOADING FOR FABRIC AWNING
Wind Code: ASCE 7 -10
Wind Speed: V = 105 mph
Risk Category:
Mean Roof Height: Z = 40 ft
Exposure_category := "C"
Projection := 3•ft Length := 16.58.ft
Rafter spacing = 4.14 ft
Area := Projection •Length Area = 49.74 ft 2
Kn := 1.0 Kd := 0.85 KZ = 1.04
qh := 0.00256 • Kz. Krt • Kd •V2 •psf qh = 25.0 psf
G := 0.85
Cp := 0.8 GC0 := 0
"design max[16•psf,[gh•(G•Cp+ GC0)]1
jWrl LOAD ON RAFTERS
Wr := Rafter spacing•Pdesign
"design = 17.0 psf
lb
Wr =70.6 ft
Mel LOAD ON END TRUSS
Wet := 2 r Wet = 35.3-
9501 NE 2nd AVE, MIMI SHORES, 2 of 8
3/29/2012
CHECK COLUMN MEMBER # 6
CIRCULAR HSS SUBJECT TO COMBINED FLEXURE AND AXIAL FORCE
(BASED ON AISC ASD DESIGN)
Fy:= 35•ksi E := 29000•ksi
L:= 2•ft
Pr:= 167•Ib
K := 1.2
Mnr:= 2•Ib•ft
M ,:= 36•Ib•ft
DIMENSIONS AND PROPERTIES:
Shape = "PIPE" Designation = "Pipe1STD"
Wt =1.7—lb
ft
t = 0.124in
S = 0.1260 in3
OD = 1.315 in ID = 1.049 in tnom = 0.133 in
A = 0.46 in2 D_t = 10.60 1= 0.083 in4
r= 0.423in J =0.166 in
BENDING
= 0.07•E _ 0.07.29000•ksi
Fy 35•ksi
OD 1.315.in
t .124.in
0.31.E 0.31.29000 •ksi
F 35 •ksi
The_section_is :=
Xp = 58.00
= 10.6
a,r = 256.86
q F- "Noncompact" if kp < X <
q F- "Slender" if X > Xr
q - "Compact" otherwise
The_section_is = "Compact"
Calculate the available flexural strength
S2b := 1.67
Mnyieiding Fy•Z = 35•ksi•.177•in3
0.021.E
Mn_compact OD + F Y .8 =
Mn_compact = 970.5 ft•Ib
0.021.29000 •ksi
1.315• in
.124.in
Z = 0.177 in3
Mnyieiding = 516.3 ft-lb
+ 35•ksi I •.126.1n3
9501 NE 2nd AVE, MIMI SHORES, 3 of 8 3/29/2012
_ 0.33E 0.33.29000•ksi
Fcr OD 1.315• in Fcr = 902.4 ksi
t .124.in
Mn_slender := Fcr 'S = Fcr •.126•in3
Mn slender
= 9475.39 ft-lb
Mn := m F- min (Mn.jrielding, Mn_compact) if The_section_is = "Compact"
m F- min (Mnyielding Mn_slender� if The_section_is = "Slender"
Mn = 516.25 ft•Ib
Mn Mn
Mc := -
S2b 1.67
COMPRESSION
12c := 1.67
K.L 1.2.2•ft
r .423.in
- 68.09
Mc = 309.13 ft.lb
E 129000•ksi
4.71• — =4.71. = 135.58
Fy 35•ksi
n2•E 7c2 .29000. ksi
Fe =
K•L 2 1.2.2•ft 2
r) C.423.in)
35 ksi
Fy
Fe
0.658 .Fy = 0.658 Fe •35•ksi = 27.61 ksi
Fcr :=
Fy
f <— 0.658 Fe) • Fy if KK —L < 4.71 • FE r y
f F- 0.877-Fe if
K.L E
—>4.71.!-
r F
Y
Pn := Fcr•A = .46 in2 Pn = 12.70 kip
Fe = 61.74 ksi
Fcr = 27.61 ksi
Pn
Pc := Pc = 7.6 kip
SZ
c
Pr _ 167•Ib Mix 2•Ib•ft Mry 36.Ib•ft
- 0.022 i- _ - 0.006 — _ - 0.116
Pc Pn Mc Mc Mc Mc
nc
9501 NE 2nd AVE, MIMI SHORES, 4 of 8 3/29/2012
Pr 8 (Mrx Mry 167-lb 8 (2-11D-ft 36•Ib•ft
H1_1a: =P +9• M • +M = P +9 M + M
c c c n c c
H1 1a = 0.131
H1 - lb:- Pr + (Mix +
2-Pc Mc
H1 lb = 0.134
:_
Mry
Mc
iE -H1_1a if — Pr >_0.2
Pc
Pr
k- H1_1b if — <0.2
PC
if(I <_ 1.0 ,"OK" , "NG") = "OK"
1.67
167-lb 2-113-ft 36•Ib•ft
+ +
Pn Mc Mc
2
1.67
1= 0.134
CHECK MEMBER # 7
CIRCULAR HSS SUBJECT TO COMBINED FLEXURE AND AXIAL FORCE
(BASED ON AISC ASD DESIGN)
Fy:= 35•ksi
L:= 4.ft
Pr:= 7•Ib
E := 29000.ksi
K:= 1.0
Mrx:= 2•Ib•ft
Mry:= 93-113-ft
DIMENSIONS AND PROPERTIES:
Shape = "PIPE" Designation = "Pipet STD"
lb
Wt =1.7—ft
t = 0.124 in
S = Q.1260 in3
BENDING
OD = 1.315in ID = 1.049in
A = 0.46 in2 D t =10.60
r = 0.423 in J = 0.166 in
0.07.E - 0.07.29000 •ksi 58.00
-
P FY 35.ksi
P
OD 1.315.in
k:_— - k =10.6
t .124.in
0.31 .E 0.31.29000•ksi
kr:_ - kr= 256.86
Fy 35.ksi
tnom = 0.133 in
I = 0.083 in4
Z = 0.177 in3
9501 NE 2nd AVE, MIMI SHORES, 5 of 8 3/29/2012
The_section_is :=
q F- "Noncompact" if Xp < < kr
q F- "Slender" if > Xr
q "Compact" otherwise
The_section_is = "Compact"
Calculate the available flexural strength
nb = 1.67
Mnyielding Fy•Z = 35•ksi•.177•in3
Mn_compact
Mnyielding = 516.3 ft•Ib
0.021.E \ ' 0.021.29000•ksi
+ F •S = + 35•ksil•.126•in3
OD 1.315• in
t
Mn_compact = 970.5 ft•Ib
.124. in
1
_ 0.33.E 0.33.29000•ksi
Fcr OD 1.315• in Fcr = 902.4 ksi
t .124•in
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 F- min (Mnyielding Mn_slender) if The_section_is = "Slender"
Mn = 516.25 ft-lb
Mn Mn
Mc := — _
SZb 1.67
COMPRESSION
n := 1.67
K.L 1.0.4.ft
— _ - 113.48
r .423.in
Mc = 309.13 ft•Ib
1 29000 .ksi
= 4.71 - 135.58
Fy 35•ksi
7c2•E 7C 2.29000•ksi
Fe Fe = 22.23 ksi
(KrL) 2 C.423.in) 2
Fy
0.658 Fe .Fy = 0.658 Fe •35•ksi = 18.11 ksi
35• k si
9501. NE 2nd AVE, MIMI SHORES, 6 of 8 3/29/2012
Fcr :=
Fy
f F- 0.658 Fe) • Fy if KK —L 4.71 •
r FY
f + 0.877 • Fe if
K•L E
> 4.71• F
Y
Pn := Fcr•A = Fcr•.46•in2 Pn = 8.33 kip
Pn
Pc :_ —
Oc
Pr 7•Ib
— = - 0.001
Pc Pn
Clc
Pc = 4.99 kip
Mrx 2-lb-ft
— = - 0.006
Mc Mc
Pr 8 Mrx Mry 7•Ib 8 2•Ib•ft 93-113-ft H1 la: = — +- — +— = + +
- Pc 9 Mc Mc Pn 9 Mc Mc
1.67
H1 1a =0.275
H1_1b.- Pr + Mrx + Mry - 7•Ib + 2•Ib•ft + 93•Ib•ft
2 Pc Mc Mc Pn Mc Mc
2•
1.67
H1 1b =0.308
1:=
H1_1a if Pr >- 0.2
Pc
Pr
iF -H1_1b if — <0.2
Pc
if(' <_ 1.0, "OK" , "NG" ) = "OK"
1 = 0.308
Fcr = 18.11ksi
Mry 93•Ib•ft
Mc Mc
- 0.301
CHECK ANCHOR BOLTS AT CONNECTION TO WALL (NODE 5)
Based on 3/8" Dia x2 5/8" embedment into CONCRETE wall using Simpson WEDGE -ALL
TENSION
Uninfluenced Allowable_Tension = 830 Ib
No of bolts = 2
fssi := 0.86
Load adjustment factor for Bolt Spacing
fcc1 := 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'fcC1'fcC2
Tension_allowable = 714 Ib
Applied tension = 101 Ib
SHEAR
9501 NE 2nd AVE, MIMI SHORES, 7 of 8 3/29/2012
Uninfluenced allowable shear = 1055 Ib
Applied_shear = 137 Ib
Fssi := 1.0
C 12 in Load adjustment factor for spacing
act =
Fc� := 1.0
edge distance
Load adjustment factor for edge distance
Fc2 := 1.0
Load adjustment factor for edge distance
Shear allowable := Uninfluenced_allowable_shear• Fssi • Fci • F1.33
Shear allowable = 1403 Ib
CHECK ANCHORS FOR COMBINED TENSION, SHEAR, AND MOMENT
Applied_ tension Applied_shear
:- +
Tension allowable • No of bolts Shear allowable • No of bolts
I = 0.12
if(I <_ 1.0 , "O.K." ,"N.G.") = "O.K."
9501 NE 2nd AVE, MIMI SHORES, 8 of 8
p
3/29/2012
OOP
Software licensed to RND
Job No
Sheet No
1
Rev
Part
Job Title
Ref
By D 27- Mar -12 Chd
Client
File 9501 NE 2nd AVE, MIAMI
Daternme 29-Mar -2012 23:13
Job Information
Engineer
Checked
Approved
Name:
Date:
27- Mar -12
Structure Type I SPACE FRAME
Number of Nodes
24
Highest Node
24
Number of Elements
27
Highest Beam
27
Number of Basic Load Cases
3
Number of Combination Load Cases
2
Included in this printout are data for
Nodes
5,8
Beams
6,7,8
Included in this printout are results for load cases:
Type
UC
Name
Primary
1
D
Primary
2
W1
Primary
3
W2
Combination
4
0.6D +0.6W1
Combination
5
D +0.6W2
Print Time/Date: 29/03/2012 23:22 STAAD.Pro for Windows 20.07.03.16
Print Run 1 of 7
7Pri;710.
Software licensed to RND
Job No
Sheet No
2
Rev
Part
Job Title
Ref
By Date27- Mar -12 Chd
Client
File 9501 NE 2nd AVE, MIAMI DateRme 29-Mar -2012 23:13
22
21
—4-1 0
23
16
\15
g�a
20
Load 5
NODE NUMBER
Print Time/Date: 29/03/2012 23:22 STAAD.Pro for Windows 20.07.03.16
PrintRun2of7
—"a3
Software licensed to RND
Job No
Sheet No
3
Rev
Pert
Job Title
Ref
By Date27- Mar -12 Chd
Client
File 9501 NE 2nd AVE, MIAMIDatertime
29- Mar -2012 23:13
5
- 20
2
-15
•
8
Load 5
MEMBER NUMBR
Print Time/Date: 29/03/2012 23:22 STAAD.PrO for Windows 20.07.03.16 Print Run 3 of 7
Software licensed to RND
Job No
Sheet No
4
Rev
Part
Job Title
Ref
By Date27- Mar -12 Chd
Client
File 9501 NE 2nd AVE, MIAMI
Datelime 29- Mar -2012 23:13
WI
Print Time/Date: 29/0312012 23:22 STAAD.Pro for Windows 20.07.03.16
Print Run 4 of 7
n Software licensed to RND
Job No
Sheet No
5
Rev
Part
R
(degrees)
Job Title
Ref
By Date27- Mar -12 Chd
Client
File 9501 NE 2nd AVE, MIAMI
Date/Time 29 -Mar -2012 23:13
Beams
Beam
Node A
Node B
Length
(ft)
Property
R
(degrees)
6
5
7
2.0
1
0
7
7
6
2.0
1
0
8
8
7
2.0
1
0
Section Properties
Prop
Section
Area
(in2)
lyy
(in4)
Ia
(in4)
J
(in4)
Material
1
PIPS10
0.494
0.087
0.087
0.175
STEEL
Print Time/Date: 29 /03/2012 23:22
STAAD.Pro for Windows 20.07.03.16
Print Run 5 of 7
Beam End Forces
Sign convention is as the action of the joint on the beam.
Software licensed to RND
Job Na
Sheet No
6
Rev
Part
Job The
Ref
By Dat627- Mar -12 Chd
Client
File 9501 NE 2nd AVE, MIAMI Date/Time 29- Mar -2012 23:13
Beam End Forces
Sign convention is as the action of the joint on the beam.
Print Time/Date: 29/03/2012 23:22
STAAD.Pro for Windows 20.07.03.16
Print Run 6 of 7
Axial
Shear
Torsion
Bending
Beam
Node
UC
Fx
(Ib)
Fy
(Ib)
Fz
(Ib)
Mx
(Ib"ft)
My
(Ib-ft)
Mz
(Ib"ft)
6
5
1:D
15
-2
-0
-0
-0
-0
2:W1
-257
25
1
0
0
0
3:W2
257
-25
-1
-0
-0
-0
4:0.6D +0.6W1
-145
14
1
0
0
0
5: D +0.6W2
169
-17
-1
-0
-0
-0
7
1:D
-13
4
0
0
0
-6
2:W1
257
-25
-1
-0
-2
49
3:W2
-257
25
1
0
2
-49
4:0.6D +0.6W1
147
-12
-1
-0
-1
26
5:D +0.6W2
-167
19
1
0
2
-36
7
7
1:D
-7
8
-0
0
0
12
2:W1
0
-140
1
-3
-1
-134
3:W2
-0
140
-1
3
1
134
4:0.6D +0.6W1
-4
-79
0
-2
-0
-73
5: D +0.6W2
-7
92
-0
2
0
93
6
1:D
5
-5
0
-0
0
1
2:W1
-0
-3
-1
3
-1
-4
3:W2
0
3
1
-3
1
4
4:0.6D +0.6W1
3
-5
-0
2
-0
-2
5:D +0.6W2
5
-3
0
-2
1
3
8
8
1:D
-15
-2
-0
0
0
-0
2:W1
53
-29
-1
-1
0
-0
3:W2
-53
29
1
1
-0
0
4:0.6D +0.6W1
23
-19
-0
-0
0
-0
5: D +0.6W2
-47
16
0
0
-0
0
7
1:D
13
4
0
-0
-0
-6
2:W1
-53
-113
1
1
1
85
3:W2
53
113
-1
-1
-1
-85
4:0.6D +0.6W1
-24
-65
0
0
0
47
5:D +0.6W2
45
72
-0
-0
-1
-57
Print Time/Date: 29/03/2012 23:22
STAAD.Pro for Windows 20.07.03.16
Print Run 6 of 7
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Print Time/Date: 29 /03/2012 23:22
STAAD.Pro for Windows 20.07.03.16
Print Run 7 of 7
Horizontal
Vertical
Horizontal
Moment
Node
UC
FX
(Ib)
FY
(Ib)
FZ
(Ib)
MX
(Ib-ft)
MY
(Ib-ft)
MZ
(Ib-ft)
5
1:D
0
9
12
0
0
0
2:W1
-1
-153
-208
0
0
0
3:W2
1
153
208
0
0
0
4:0.6D +0.6W1
-1
-87
-118
0
0
0
5:D +0.6W2
1
101
137
0
0
0
8
1:D
0
12
-13
0
0
0
2:W1
1
-57
20
0
0
0
3:W2
-1
57
-20
0
0
0
4:0.6D +0.6W1
0
-27
5
0
0
0
5:D +0.6W2
-0
47
-25
0
0
0
Print Time/Date: 29 /03/2012 23:22
STAAD.Pro for Windows 20.07.03.16
Print Run 7 of 7
;
,
1!!
. • V
NOTE:
L ALL MEMBERS ARE 1315 OD G ATOR SI -IIELD PIPES
OR PO SC1-1 40 STEEL PIPES
2. LACE RARS ARE 1/2"4)
s. 444
2
1/2
F `5®
Miami Shores Village
APPROVED
ZONING DEPT
BLDG DEPT
DATE
`;U[3J[CT TO COMPLIANCE WITH ALL FEDERAL
STAI[ AND COI INTY PULES AND REGULATIONS
0'
co
G dye Salim
FL PE 80648
Date:
MAR, 21, 2012
Scale,
NTS
SY»et�
1of2,
I1
FA
16
1/4 "x2 "x6" STEEL fE WITH (2)
3/80 "x5" SIMPSON
WEDGE -ALL ANCHORS
(MINIMUM 31/2" EMBEDMENT
INTO CONCRETE)
3
16
3
16
PC
1/4 "x2 "x2" STEEL WITH (1)
3/8 "x3" SIMPSON WEDGE
ANCHORS (MIN. 11/2" EMBED)
1
1/4 "x2 "x6" STEEL iE WITH (2)
3/84 "x5" SIMPSON
3 WEDGE -ALL ANCHORS
(MINIMUM 31/2" EMBEDMENT
INTO CONCRETE)
_L
0
FID
0
3
16
3
IC
16
1/4 "x2 "x6" STEEL iE WITH (2)
3/S40x5" SIMPSON
WEDGE -ALL ANCHORS
( MINIMUN 31/2" EMBEDMENT
INTO CONCRETE)
GENERAL NOTES:
1. ALL MEMBERS TO BE GATORSHIELD STEEL
PIPES
2. MINIMUM 31/2" CONCRETE EDGE DISTANCE FOR
ALL ANCHORS
3. ALL CONNECTIONS TO BE FULLY WELDED
4. ALL WELDS TO COMPLY WITH THE AWS CODE
(LATEST EDITION)
5. ALL WELDS COVERED WITH CORROSION
RESISTANCE COATING.
8. ALL STRUCTURES DESIGNED IN ACCORDANCE
WITH 2010 FLORIDA BUILDING CODE AND
ASCE 1 -10, (WIND DESIGN SPEED V =105 MPH,
RISK CATEGORY = I, EXPOSURE C).
1. NOTIFY ENGINEER OF ANY
ERRORS /OMISSIONS FOUND OR IF ANY PART
OF THE DRAWINGS IS NOT UNDERSTOOD.
8. ATTACH A LEGIBLE AND READILY VISIBLE
DECAL THAT STATES THAT THE AWNING
FABRIC MUST BE REMOVED WHEN A
HURRICANE WAR•1IG 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 THESE DRAWINGS,
THE DESIGN ENGINEER MUST BE NOTIFIED
BEFORE PROCEEDING.
Deter
MAR 21, 2012
Scales
2 of 2 ,