FW-13-2841Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-226624 Permit Number: FW -12-13-2841
Scheduled Inspection Date: January 27, 2015 Permit Type: Fence/Wall
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: TORO JTRS, LUIS
Job Address: 1270 NE 98 Street
Miami Shores, FL 33138 -
Project: <NONE>
Work Classification: Iron/Ornamental
Phone Number (305)733-3821
Parcel Number 1132050090310
Contractor: REGOSA ENGINEERING SERVICES INC Phone: (786)262-2964
Building Department Comments
REPLACING EXISTING DOOR GATE FOR NEW ONES AS
PER PLANS
INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP-223557. CREATED AS
REINSPECTION FOR INSP-204820. Final when landscaping finishedl
Gates must be self closing and locking
Lock minimum 54" AFF
Failed
Correction ❑
Needed
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
January 26, 2015 For Inspections please call: (305)762-4949 Page 15 of 29
BUILDING
PERMIT APPLICATION
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC V'Vv
1201
Master Permit No. -F' 1-Z41-2241
Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING U REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: '2
Q;i Sf Qc—
1
%�)
24015 W 1?0
3-e% Is the Building Historically Designated: Yes
NO
NO
__C
Occupancy Type:
Load:
Construction Type: Flood Zone: BFE:
FFE:
OWNER: Name (Fee Simple Titleholder): Phone#: -3;�S 1 413
Address: (Z-� �, 9R -
City: V - lz/oQlc S State: :P(,, Zip: 3-3>138
Tenant/Lessee Name: ( Phone#:
Email: f 6 Cdl�
CONTRACTOR: Company Name: ^^'� 0� U1^ • M eG' L i^� U i (AN (! ,Phone#: i & Y329�
Address: D-00
City: AA&& State: FL, Z-i-p�:p
Qualifier Name: ��Sy V�! Phone#:
State Certification or Registration #: CGC (SC) 9�S 7--, Certificate of Competency M
DESIGNER: Architect/Engineer:
Address: City: State: Zip:
Value of Work for this Permit: $ Square/LinearFootage of Work:
Type of Work: ❑ Addition rittion ❑ Alteration n ❑ New n ,�I Repair/Replace
Description of Work: Q \{ 1 Q �i Qy- C N% V Ci) i rl")
Specify
Submittal F„ eq
Scanning Fee $
"01111"Is Aim
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Radon Fee $
Training/Education Fee $
CCF
DBPR $
sa RANA
Iron .ts ,fim as>i .3 VNI
❑ Demolition
ACib
Notary
Double Fee $
Bond $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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. t1
Signature ]'� \J W , Signature )c yam'
OWNER or AGENT
The foregoing instrument was acknowledged before me this
day of by
who is ersonally known t
me or who has produced '�%�4 as
identification and who did take an oath.
NOTARY PUBLIC:
The foregoing in u was acknowledged before me this
n(D2, day of 2014 by
Qo&rAV O VE(;'z who is personally known to
me or who has produced rL*R, r,�O as
identification and wh-"id take an oath.
NOTARY P
Sign: Sign: N `�
Print: 2111 Print:
AMR ASEIJO
Seal: tt bq P*k • State of Fbrid� Seal: AWN
Mh► Coate. EVNIS Mar 23.2010 My eIMMy ce hNe SYN N fNrNi1
Coawnb:ion OFF 103077 - . EgIaN liar �. MCOMMUOM • FF 10MM
.. . ... ...
...
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
ALIOSKAR GANEM, P.E.
Lic. # 74745
m
2801 NE 183rd ST UNIT 504
Aventura — Florida 33160
Phone (786) 487-4401 Fax (305) 848-9318
alioskar@hotmail.com
DATE: May 5, 2014 k
y • •
PROJECT: NEW DECK AND FENtogo. 0 0 _ •
...... •f . ......
••••
of
of
:••ff•
ADDRESS: 1270 NE 98th ST • • • • •
�� ...... . . ffi••'
'� , •
Miami Shores, FL. 33138 ofof of
•• ••••;•
••••••
CLIENT: • • **go
DESIGN BY: AG
This computation book contains manual and computerized structural calculations, certain printed
manufacturer's data and Computation pages are numbered 1 thru 6. Computations were performed to
the best of our knowledge according to sound and generally accepted engineering principals a ACode
requirements, using nationally recognized computer software and in-house developed ,Q,ft � r it%��'
commissioning into service, the in-house developed software was thoroughly chef cf\,1 sifor?
parallel manual computations. The sign and seal provided herein are meant to r,),verP�lt'��ip�t�f'�Qi�•�F,�
sheets pages 1 through 6��� �/� 4
* : �4 5
' .* _
O
(AF
:ltd:
p '�
,��•� NA ;'E _'
%
PAGE 11/6
0411:0
DESCRIPTION PAGE
ALUMINUM GATE DESIGN
Wind Design 1
Aluminum Gate Design 3
..Foundation Design 6
......
.... . .
......
. .. ......
.....
.. . ....
.....
. . ......
......
.... ....
......
. . . •
1/6
MECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2013 wwu+. mec:aentPa:r: ises. coir
Date : 12/18/2013 Project No.
Company Name ALIOSKAR GANEM PE Designed By AG FL 74745
Address 2801 NE 183rd ST Description
City AVENTURA Customer Name
State FL. Proj Location
File Location: C:\PROJECTS\JOSE VALERO\1270 NE 98th ST MIAMI SHORES WOOD DECK\CALCS\WIND.wnd
Other Structures & Building Appurtances MWFRS
(Ch 29)
All pressures shown are based upon STRENGTH Design, with a Load Factor of 1
Basic Wind Speed(V) = 175.00 mph
Structural Category = II Exposure Category
= D
Natural Frequency = N/A Flexible Structure
= No
Importance Factor = 1.00 Kd Directional Factor
= 0.85
Damping Ratio (beta) = 0.01
Alpha = 11.50 Zg
= 700.00 ft
At = 0.09 Bt
= 1.07
Am = 0.11 Bm
= 0.80
Cc = 0.15 1
= 650.00 ft
Epsilon = 0.13 Zmin
= 7.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85
= 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht
so**
50 '.00 ftoseo•
lzm: Cc*(33/Zm)"0.167
=!..,'0i19
�•����
Lzm: 1*(Zm/33) Epsilon
���
�547 ft*�•
�•
Q: (1/(1+0.63*((B+Ht)/Lzm)'0.63))'0.5
o0.97
�•����
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
= 8.91
Gust Factor Summary
•••• • ••
•••••
Not a Flexible Structure use the Lessor of Gustl or Gust2
•• •• •• ••
••••••
Design Wind Pressure - Other Structures,*•••••
••
Elev Kz Kzt qz W Pres Cf( 1.45)
' • • •
••••••
ft psf psf
•
;
:0900:
- - - - - - - - - - - - - - - - - - - - - --------
�•�
*000
6.00 1.03 1.00 68.655 84.62
•
0000
Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient)
Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls
M
2/6
Cf - Force Coefficient = 1.45
Rd - Reduction Factor (1-(1-E)'1.5) = 1.00
Kz = 1.03
Kzt = 1.00
Qz = 68.655 psf
Wind Pressure at Elevation 6 ft = 84.617 psf
Notes: 1) Signs with openings comprising < 30% of gross area are considered solid
signs
•••• 2) Force Coefficients for solid signs with openings shall be multiplied by Rd
`••••�3) Came Coonly applies when Bs >= 2
Y
•
6/6
POST EMBEDDED IN CONCRETE FOOTINGS IN EARTH
F.B.C. 1819.7.2.1 UNCONSTRAINED
b = diameter of round post or diagonal dimension of square post or footing, feet.
d = depth of embedment in earth in feet but not over 12 feet for
purpose of computing lateral pressure.
h = distance in feet from ground surface to point of application of P.
P = applied lateral force, pounds.
S_1=,1AUgwable lateral soil -bearing pressure as set forth in Table §1819.6 based on a depth
of onL "Pa the �lepth;of embedment, pounds per square foot.
•
S� :FixSxD d=O.SA{1+[1+(4.36h/A)]^1/2)
• S =�S�4 A=2.34P1(S_1 b)
•ilii it • �i_ii3
• • illi.•
i
•
lilt
ii 11
•
USE
CONCRETE FOOTING
b = 18 " O and d = 33 " Deep
d= 33 in
P=
h=
r
C
k A
b= 18 in
1600
.
\ 1 _..,,., .,.
" �:.
1.46
2.76
i
4.00
; pD•
2.76
1600
1.50
1378
2.25
1.46
2.76
4.00
400
2.76
1600
1.50
1378
2.25
1.46
2.76
4.00
400
2.76
1600
1.50
1378
2.25
1.46
2.76
4.00
400
2.76
1600
1.50
1378
2.25
1.46
2.76
4.00
400
2.76
1600
1.50
1378
2.25
1.46
2.76
4.00
400
2.76
1600
1.50
1378
2.25
1.46
2.76
4.00
400
2.76
1600
1.50
1378
2.25
1.46
2.76
4.00
400
2.76
1600
1.50
1378
2.25
1.46
2.76
4.00
400
2.76
1600
1.50
1378
2.25
1.46
2.76
USE
CONCRETE FOOTING
b = 18 " O and d = 33 " Deep
d= 33 in
P=
h=
r
C
k A
b= 18 in
-
-11
} c w r N r �-To v i C lG — u (3C� Mn�
--,-,--,,Miami Shores Villager
Building Department DE 2013
n' 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
/j Tel: (305) 795.2204 Fax: (305) 756.8972 BY:
VVV INSPECTION'S PHONE NUMBER: (305) 762.4949
54 FBC 2010
BUILDING Permit No.
PERMIT APPLICATION Master Permit No. rw 1, 3 - "n,
Permit Type: BUILDING ROOFING
JOB ADDRESS: 1 2 -4 �►''c cj, r-- t -r
City: Miami Shores County: Miami Dade Zip: z3
Folio/Parcel#: P �C� �r..� I V
Is the Building Historically Designated: Yes (!2) --Flood Zone:
OWNER: Name (Fee Simple Titleholder): 4G1"i�> r . 1- �f��i, J Phone#:
Address: i ti C1
City:
State: +-' -
Tenant/Lessee Name: Phone#:
Email:�•CX.-fk-
Zip: 3 3 13
CONTRACTOR: Company Name: ��� � a � ?AA. +`��� �1 `J � �'�� `�� ` 'dc;'
one#: ?96 aS �5 43 2 -
Address: k-SD_O "j 2-"' 401 CL
City: " I,-,. ' State: f`Ci Zip: 1
Qualifier Name: I !E Let;4 Phone#: -t 66 2,9S 13
State Certification or Registration #: <f,6� C ff '�cl S -L Certificate of Competency #:
Contact Phone#: q; Email Address: �' ! %��4d &S-) a o , C
DESIGNER: Architect/Engineer:
Value of Work for this Permit: $ `t �oc> Square/Linear Footage of Work: 1� .
Type of Work: ❑Addition ❑Alteration ❑New iidRepair/Replace ❑Demolition
Description of Work: l.G )C 1 �- 15 ,7
Color thru tile:
Submittal Fee $ V �J Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Notary
Radon Fee $
Training/Education Fee $
Double Fee $ Structural Review $
DBPR $ Bond $.
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
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 such posted notice, the
inspection will not be approved and a reinspec' on fee will be charged.
Signature ` Signature
Owner or AgentCon for
The foregoing instrument was acknowledged before methisI The foregoing instru nt s acknowledged before me this
day of% � � 20 by k�l%f:fr'r +SJ ,: ; ; (' 1W day o i 20i� by
who is personally known tome or who has produced y 1 _ a who is personally known to me or who has produced 4�1 To
J
As identification and who did take an oath. as identification and who did take an oath.
NOTARY PUBLI NOTARY PU IC:
Sign: Sign:
6 T
Print: Print:f'iL 1`u
My Commissionria-W14-il
^i ii =" `. �' My Com _ 1�'[l b' �i11%
At tkiA1q ABEIJONCommiss,or,'.DD869514:.,'�.�AMBAR ABEIJON
s Commissionk DD989514
My ComrritssionExpires =' ;" .. _ _ _ • 3 My Commissinn EYniraa
APPROVED BY Plans Examiner Zoning
j V ,
(d Structural Review Clerk
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
STATE OF FLORIDA
_P
ARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-139:5
1940 NORTH MONROE STREET
LALLAHASSEE FL 32399-0783
VELEZ, GUSTAVO DANIEL
REGOSA ENGINEERING SERVICES INC
15700 NE 2 AVENUE
MIAMI FL 33162
Et 2 1 IA
to cal Bus" in ceipt
MiArni—Da& County, State of Florida
-THIS4S NOT A BILL - DO NOT PAY
5574117
RECEIPT NO.
REGOSA ENGINEERING SERVICES INC RENIEWAL
Imstl� 9 5813960
HWWFL,3�010
EXPIRM
SEPI*i"ER 30,201
Must be displayed at pine of business
Pursuant to County Code
Chapter 8A - Art. 9 & 10
OWNER SEC. TYPE OF BUSINESS PAYMENT RECEIVED
REGOSA ENGINEERING SERVICES INC 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR
Worker(s) 3 CGC1508952 S45ZO 07/10/2013
TX S1-13-021229
This Local Business Tax Receipt only'confirms payment of the Local Business Tax. The Receipt is not a license,
perink are certification of the holders qualifications, to do business. Holder most comply with any governmental or
ver mental regulatory laws and requirements which apply to the business.
The RE-CEIrl W above must be displayed on all commercial vehicles—Miami—Dade Code Sec lie -276.
For more information, visit vvmgmyScellior
C# 6214848 STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD SEW L1207'2200136
I)A11" BATCH NUMBERLICENSE XBR
07/22Z2012 1280,14507 CGC1508952
The GENERAL CONTRACTOR
Named below IS CERTIFIED
Under the provisions of Chapter 489 FS.
Expiration date; AUG 31, 2014
VELEZ, GUSTAVO DANIEL
REGOSA ENGINEERING SERVICES INC
1050 SE 5TH STREET
SUITE 9
HIALEAH FL 33010
RICK SCOTT KEN LAWSON
GOVERNOR SECRETARY
DISPLAY AS REQUIRED BY LAW
I cy N Enm-c-
------ ------ --- — - — - - ----- ---------------- . ......... —71
ACOR CERTIFICATE OF LIABILITY INSURANCE 1{}/1$/2013
THIS CERTIFICATij IS ISSUED AS A PIATTER OF IIb
BEST RATE INSURANCE AGENCY NLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
T
8600 NW 17 STREET, SUITE 1-70 HOLDER� THIS CERTIFICA ' E DOES NOT AMEND, EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
DORAL FL 33126 — - - - --------- ----- -- -------------- ------ - -- -- - -----
PH:(866)6160065 FA ;(305}403-0801
�NSURFRS AFFOROiNG COVERAGE MAIC A
i-- ----------------- -- - - - - - - ---- - --- ---
�?NRDIR�X, BRIDGEFIELD EMPLOYERS INS co, 10701
REGOSH ENGINEERING SERVICE INC, PREFERED CONTRACTORS CO ERG LLD 12497 1
1050 SE 5 STREET, BAY 9
PROGRESSIVE AMERICAN INS CO, 24252
HIAL EAH FL 33010
COVE GHS
A 'If REQJ'RE W C"R, A
A 2,
A
--------- - -----
1,000,000
50,000
x PC 83837-02 061-1-3/2013 06/13/2014
5,00
B 1,000�000
x 2,000,000
1,000,000
--------- - ------ - - - - - ------- ---------- - ------ -
500,000
x
-0 06/13/2014
01673815 06/13/2013
c
.W s
- ----- - ------ - ----- --------- ----_.a,..._..,. _,,— - ---------------- - - - ---- - — - --------
G
------ ------ -- ------ - -------------------------
- ----------
--------- -- ---------- ----------------------- ----------
WORKERS COMPENSATION AND
-jA
,000 000
A ANI E 3 5 1
0830-50966 5/22/201
/22/2014 - -
1,000 000
1,000,000
- - --- ------------ ----------- - - -------------------- - - ---- -------- - - - - -----
OTHER
------- --- --- - - -------- ------------- 4
OESCFtWT�011,' 0, OREPA- VE LE'S E xc-s�-W�� AU:;lEj, E�' E NC,C�R S" MIEN
0
MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
10050 NE 2 AVE
MIAMI SHORES VILLAGE FL 33138
ACRS 26 (200110811
CANCELLATION
------- - - - ----------- --- — ----- -------------- ------- -------------- -
HW j�
2,
----------- - ----- ----- - ---------
A A-CINSO
ACURD CORPORATION 1988
ALIOSKAR GANEM, P.E. — 1
-_-1 j 1
Lic. # 74745__
2801 NE 183rd ST UNIT 504
Aventura — Florida 33160
--
Phone (786) 487-4401 Fax (305) 848-9318
alioskar@hotmaii.com��
1
COVER SHEET
DATE: December 13, 2013
PROJECT: NEW DECK AND FENCE
ADDRESS: 1270 NE 98th ST
Miami Shores, FL. 33138
CLIENT:
DESIGN BY: AG
PAGE i/16
This computation book contains manual and computerized structural calculations, certain printed
manufacturer's data and Computation pages are numbered 1 thru 16. Computations were performed to
the best of our knowledge according to sound and generally accepted engineering principals and Code
requirements, using nationally recognized computer software and in-house developed software. Prior to
commissioning into service, the in-house developed software was thoroughly checked by performing
parallel manual computations. The sign and seal provided herein are meant to cover all computation
sheets pages 1 through 16
i
c+
t
ArioskafTanem
F. L Reg. P. E # 74745
13/16
HECAWind Version 2.1.0.6 per ASCE 7-10
lieve.ioped by RSCA Enterpx-Jses,, -Tr.c. Copy!:`qht 12013
Date 12 ' � 'l 6 / - ' 0 1 ? PLIDeCt
Company Name ALIOSKAR GAhTEM PE Designel By AG PL 74-145
Ad -Jr es E-,, 2801 NE 183rd ST De,:3ci:iption
Ci. tyT Name
AVET14TT"R,7�.
State 7L. Pr'-)] LbC-ation
File Lorativn: C;\PROJTOTS "JOSE VALERO\12'70 NE 98th ST JM.,�21,T SHOT ;ES WOOD DFCK\CALCS\WIND.wn11
Other Structures & Building Appurtances MWFRS (Ch 29)
All pressures shown are based upon STRENGTH Design, with a Load Factor of 1
Basic Wind Speed(V)
= 175.00 mph
Structural Category
= II
Exposure Category
= D
Natural Frequency
= N/A
Flexible Structure
No
Importance Factor
= 1.00
Kd Directional Factor
= 0.85
Damping Ratio (beta)
= 0.01
Alpha
= 11.50
Zg
= 700.00 ft
At
= 0.09
Bt
1.07
Am
0.11
Bm
0.80
Cc
0.15
1
= 650.00 ft
Epsilon
= 0.13
Zmin
= 7.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl. For Rigid Structures (Nat. Freq.71 Hz) use 0.85 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht 7.00 ft
lzm: Cc*(33/Zm)^0.167 0.19
Lzm: 1*(Zm/33)^Epsilon = 535.47 ft
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))`'0.5 = 0.97
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) 0.91
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85
Design Wind Pressure - other Structures
Elev Kz Kzt qz W -Pres -Cf( 1.45)
ft psf psf
--- ---------- ------- -------- -----------------
6.00 1.03 1.00 68.655 84.62
Note: W PresCfis Wind Pressure based on Cf(Force Coefficient)
Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls
CaseA
14/16
cB
Rage
Cf - Force Coefficient = 1.45
Rd - Reduction Factor (1-(1-E)�,1.5) = 1.00
Kz = 1.03
Kzt = 1.00
Qz = 68.655 psf
Wind Pressure at Elevation 6 ft = 84.617 psf
Notes: 1) Signs with openings comprising < 30% of gross area are considered solid
signs
2) Force Coefficients for solid signs with openings shall be multiplied by Rd
3) Case C only applies when Bs >= 2
msmv -
'Im
2801 NE 183rd ST UNIT 504, AVENTURA FL. 33160
TEL: (786) 487-4401
ALIOSKAR@HOTMAIL.COM
Project 1 5/%S'gn
Subject Inspecfion
Address
Inves—tigadi
Job No.: Date: Design By: 'Reports:
AG
2801 NE 183rd ST UNIT 504, AVENTURA FL. 33160
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