REV-18-1066 W-.210013 Miami Shores Village �AP
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Building Department R 2018
� �010050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel:(305)795-2204 Fax:(305)756-8972
INSPECTION LINE PHONE NUMBER:(305)762-4949
FBC 200,
BUILDING Master Permit No.RC1(!4 —Z(j;),
PERMIT APPLICATION Sub Permit No. )
WILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [—]PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
City: Miami Shores County: Miami Dade zip: _33/315?
Folio/Parcel#: Is the Building Historically Designated:Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
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i
OWNER: Name(Fee Simple Titleholder : cis Ct Phone#:
Address: r
City: i Gyni SInCX�� State: Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:Company Name: ,��GoSf� �/5!�//y'��2/J1l�a 1Zf/��P one#: 3 .g
Address: /_5---0067
City: xi /bf" l State: F— Zip:
Qualifier Name: (;Z/ 'r/9V0 �&L Phone#:
State Certification or Registration#: CCC /_5—t9 I97S Certificate of Competency#:
DESIGNER:Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit:$ `�� Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑//Alteration ❑ New ® Repair/Replace ❑ Demolition
Description of Work: /�/XST/�Gl�J�tf b(>1 OP J_-_490 D
Specify colo► bfc�oloruthru't�\le/�:a i;
Submittal Fee$ 1;. rf7;Per_ it=Fee$ CCF$ CO/CC$
Scanning Fee$ Radon Fee$ DBPR$ Notary$
Technology Fee$ Training/Education Fee$ Double Fee$
Structural Reviews$ s Bond$
TOTAL FEE NOW DUE$ - �+
(Revised02/24/2014)
Bonding Company's Name(if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name(if applicable)
Mortgage Lender's Address
'City r 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 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 apblicant 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 inspecla
hic ccurs seven (7) days after the building permit is issued. In a absen of such posted notice, the
inspection will not e and a reinspection fee will be charged.
Signature Signature
OW R or AGENT CONTRACTOR
The foregoing i st u en as acknowledged before me this The foregoing instrument was acknowledged before me this
y�101 tt- da 0 i 20 IS by day of 1n 02/L 20 le by
1 l MSS , VI W_ C,�J,who is personally known to 6415'174P�9 Ur t? ,who is personally known to
me or who has produced rtyqy as me or who has produced as
identification and who di a oath. identification and who did take an oath.
NOTARY P BLIC: NOTARY PUBLIC:
Sign: 0 Sign:
Print: Print:
P, YA PHIEW Jodi Ellis Cardenas
Seal: = ` ` _ MY COM , ION#FF214031 Seal: r NOTARY PUSUC
EXPIRE .March 25,2019
�° STATE OF FLORIDA
Bonded Thru Notary Public Underwriters
ComnW GG185896
APPROVED BY Plans Examiner Zoning
'7� w Structural Review Clerk
(Revised02/24/2014)
I
MecaWind Std v2 . 2 . 7 . 7 per ASCE 7-10
Developed by MECA Enterprises,' Inc. Copyright www.mecaenterprises.com
Date : 4/17/2018 Project No. JobNo
'Company Name : True Designed By Engineer
'Address : Address Description : Description E
til y City Customer Name Customer
bete State Proj Location Location
File Location: Y:\-WDPROT\WDSAFE\WDBackupVal\shares\Valeria\System Volume Information\My Documents
\Projects\wind load calcs\Thomas Conway.wnd
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Input Parameters: Envelope Procedure per ASCE 7-10 Chapter 28 Part 1
Basic Wind Speed(V) = 175.00 mph.
Structural Category = II Exposure Category = C
Natural Frequency = N/A Flexibl-e_.Structure = No
Importance Factor = 1.00 Kd Directional Factor = 0.85
Alpha = 9.50 Zg = 900.00 ft
At = 0.11Bt 1.00
Am = 0.15 Bm = 0.65 ••••
` Cc = 0.20 1 = 500.0(0 ft • •••• ••••••
Epsilon = 0.20 Zmin = 15.00.4* goo*
••
Pitch of Roof = 3 : 12 Slope of Roof(Theta) = 14.04 De • •
h: Mean Roof Ht = 13.13 ft Type of Roof = HfPPED•••g•• •••• ••••••
RHt: Ridge Ht = 16.25 ft Eht: Eave Height = ' 10.0(04f*••• • • •
OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ sgf,;I• ••••••
Bldg Length Along Ridge '= 54.00 ft Bldg Width Across Ridge= 46.0% ft • 0• •
• • • •
Length of Hipped Ridge = 10.00 ft Roof Slope on Hip End = 14.60 De ** • •• ••�•••
Gust Factor Calculations •00• •
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 = 15.00 ft •••• 0 •• • �••••:
lzm: Cc*(33/Zm)^0:167 = 0.23 • • •
Lzm: 1*(Zm/33)^Epsilon = 427.06 ft •• •
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63),)^0.5 = 0.92
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzrn)) = 0.88
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Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case A
All pressures shown are based upon ASD Design, with a Load Factor of .6
BUILDING GCpfy +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1.
-------- ------ ------ ------ --------- --------- ---------
1 0.48 0.18 -0.18 33.94 10.18 22.40
2 -0.69 0.18 -0.18 33.94 -29.53 -17.31
3 -0.44 0.18 -0.18 33.94 -21.04 -8.82
4 -0.37 0.18 -0.18 33.94 -18.67 -6.45
lE 0.72 0.18 -0.18 33.94 18.33 30.55
2E -1.07 0.18 -0.18 33.94 -42.43 -30.21
3E -0.63 0.18 -0.18 33.94 -27.49 -15.27
4E -0.56 0.18 -0.18 33.94 -25.12 -12.90
1T * * * * .00 .00
2T * * * * .00 .00
3T * * * * .00 .00
4T * * * * .00 .00
Low Rise Bldg Provisions per Fig. 28.4-1: MWFRS Load Case B
All pressures shown are based upon ASD Design, with a Load Factor of .6
I
BUILDING GCpf +GCpi -GCpi qh Min P Max P
Surface psf psf psf
1 -0.45 0.18 -0.18 33.94 -21.38 -9.16
2 -0.69 0.18 -0.18 33.94 -29.53 -17.31
3 -0.37 0.18 -0.18 33.94 -18.67 -6.45
4 -0.45 0.18 -0.18 33.94 -21.38 -9.16 no�(6
5 0.40 0.18 -0.18 33.94 7.47 19.69 !+
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6 -0.29 0.18 -0.18 33.94 -15.95 -3.73
lE -0.48 0.18 -0.18 33.94 -22.40 -10.18
2E -1.07 0.18 -0.18, 33.94 -42.43 -30.21
3E -0.53 0.18 -0.18 33.94 -24.10 -11.88
4E -0.48 0.18 -0.18 33.94 -22.40 -10.18
5E 0.61 0.18 -0.18 33.94 14.59 26.81
6E -0.43 0.18 -0.18 33.94 -20.70 -8.49 0
1T + * * * .00 .00
2T * * * + .00 .00
3T * * * * .00 .00
4T + * * * .00 .00
5T * * * * .00 .00
6T * * * * :00 .00
{ 5
Figure 28.4-1 - Low-Rise Wal And Roof Figure Notes:
Notes: 1) Pressure = qh * (GCPf - (+/- GCpi)), only max value shown
2) For Torsional Load Cases, the zones are designated with a "T".
The pressures(Min P & Max P) are 25% of the full design wind' t
pressures(Ld Case 1T=25%*l(ld case 1),2T=25%*2,3T=258*3,4T=258*4). •••0
Exceptions to Torsional Load Cases: On6 story buildings with mean • •
roof height<=30 ft(9.1m), buildings with two stories or less framed: ••• 0000 ••••�•
with light frame construction, and buildings two stories or 09 0 0000 •
less designed with flexible diaphragms need not be designed • •
••• ••
for the Torsional Load Cases. (Note 5 of Figure,6-10) � •�•• 0000••
0000•• • • •
0000••
Wind Pressure on Components' and Cladding (Ch 30 Part 1) 00•0 •• • • •
All pressures shown are based upon ASD Design, with a Load Factor of .6 •0609• 0 0000 •996•
:06 :
99.6 •999•
Width of Pressure Coefficient Zone "a" _ = 9.60 ft .096 •
•• •• 0000 •9669•
ti •
Description Width Span Area Zone Max Min Max P Min P T •099•• • •
ft ft ft^2 �P Psf Psf 0 i
----------------------------------------------------------------------- • • 60.6•
•
DOOR #5 3.00 6.66 20.0 4 0.95 -1.05 38.25 -41.640 0 • •: 6
DOOR #1 2.50 6.66 16.7 5 0.96 -1.32 38.72 -50.97 • ••6••
SIDELITE 1.60 6.66 14.8 5 0.97 -1.34 39.03 i-51.59 • 0
E Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85
Qhcc:^00256*V^2*Khcc*Kht*Kd = 33.94 psf
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