REV-17-2578ono
BUILDING
PERMIT APPLICATION
Miami Shores Village iPZECFIVED
Building Department OCT 20'7
10050 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 2014
Master Permit No. (RG' 1110 '1o23
Sub Permit No. �`►� V 1 I—
ZS7 �j
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 94 NE 93 Street
City: Miami Shores County: Miami Dade Zip: 33,/ 3Y
Folio/Parcel#:11-3206-013-0150 Is the Building Historically Designated: Yes NO >C
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Charles Walter Phone#: 347-281-0407
Address:94 NE 93 Street
City: Miami Shores
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name:
State: FL
p; 33138
ne#:3)5. ,2'0L'12
Address: (tSJ IV VV W ( , r0(1 ✓-t
City: . Mi(. m; State: FL Zip:S iSi ? )�
Qualifier Name: 0ris PIC,�n_� 1aS Phone#: �W_ (Uz-O'1 I Z
State Certification or Registration #:
e of Competency #:
DESIGNER: Architect/Engineer: %a/1g1*57 �>ray�Z Phone#: -2r6_: 2-e5_ `713 ,7.
Address: I 7-1114 56V Zu s7 City: State: /rL Zip:
Value of Work for this Permit: $�4, 6 d,''y " Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New P�_ Repair/Replace ❑ Demolition
Description of Work: ��i6tL-i� [ F"S•� Z� �I-IL rl G d E 4 AyS tea. A/ P G.d �+ '�/ •��,
C1 ce C rz-i._5 9 rL Y wa �{., '9 G�� i ,P'iA /Afi
Specify color pf "color-thru tile:-,
r+ ;�►+�i;',;.� T•�4,i
CC s
Submittal Fee $ `, t ,c`Permit Fee $ CCF $ /
Scanning Fee $151 ' - Radon Fee DBPR $ 6• K. Notary $ rn
Technology Fee $ oJ-j 6s3 Training/Education Fee 0-1+0aw Double Fee $
Structural Reviews $ fZ'� ' Bond $ 0
TOTAL FEE NOW DUE $ 331 '
(Revised02/24/2014) 1
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
Zi
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.
Signature
DOWNER or AGENT3
The foregoing instrument was acknowledged before me this
y3 day of 0&*t JD2r 20 1-1 by
Clnj2r1,1S WA 1-4tr , who is personally known to
me or who has produced DLL Or -( L-e- as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:zir
,1cQ
A
***************
APPROVED BY
N
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this
90 day of 0, sAyj r 2017 by
Orlard0 -,r&JeS1aS who i rsonally kno to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Suyapa I VasquezSeal:
Commission i FF942611
k'?�
Expires: December 9, 2019
-"
Bonded thr 'Aaron Notary
Plans Examiner
Suyapa I Vasquez
Commission # FF942611
Expires: December 9, 2019
,'' Bonded thru Aaron Notary
***********************************
Zoning
Structural Review
(Revised02/24/2014)
Clerk
SkyRock:..Englneering, Inc
www.skyrockeng.com
STRUCTURAL CALCULATIONS
.414 w
FOR
WALTER ON 93RD (REV. #1) '
FAMILY ROOM STRUCTURAL REPAIR ••••' • • •
...... . . . .
0*00v
AT •
. • ... • • 000000
• , ,
.. . ... . ......
94 NE 93rd Street '.: '
Miami Shores, FL 33138
w
1
PREPARED BY:
AIMEE RODRIGUEZ, PE.
LICENSE No. 69701
CA No. 29652
Phone: 786.285.7157 Fax: 305.258.3345 Email: aimee@skyrockeng.com
MECAWind Version 2.1.0.6 per ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com
Date 10/23/2017 Project No.
Company Name Designed By
Address Description
City Customer Name
State Proj Location
File Location: C:\WORK\MY PROJECTS\2015\(15041) 94 NE 93 STREET (ADDITION WITH RANDAL)\CALC\WIND FLAT ROOF.wnd
Directional Procedure
Simplified
Diaphragrm Building
(Ch 27
Part 2)
All pressures shown are
based upon ASD Design, with a Load
Factor
of .6
Basic Wind Speed(V) =
175.00
mph
•
Structural Category =
II
Exposure Category
.�K3•:•
Natural Frequency =
N/A
Flexible Structure
O.._' ;
No
"••••
Importance Factor =
1.00
Kd Directional Factor..=..
1 Ro .
••
Damping Ratio (beta) =
0.01
...:..
"'•••
Alpha =
9.50
Zg
..�.
•...�'
900.00•ft
:....0
At =
0.11
Bt
1l50. i
• •
Am =
0.15
BM
....:.
0.OA "
*0000
Cc =
0.20
1
.. .;
Epsilon =
0.20
Zmin
....;•
1!�.00 ft
•••••.
Slope of Roof =
0.25
12
Slope of Roof(Theta),
1.21 Deg
.•
Ht: Mean Roof Ht =
15.00
ft
Type of Roof
. Monoslp�p
••••:.
RHt: Ridge Ht =
15.00
ft
Eht: Eave Height
'.*•1-
11.00 ft
OH: Roof Overhang at Eave=
1.00
ft
Roof Area
15g*%0 fit^
��•��:
2
••
Bldg Length Along Ridge =
87.16
ft
Bldg Width Across
Ridge=
67.50 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 = 15.00 ft
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 = 0.90
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87
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
Topographic Adjustment
0.33*z = 4.95
Kzt (0.33*z): Topographic factor at elevation 0.33*z = 1.00
Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 = 175.00 mph
Net Wind Pressures on Walls (Table 27.6-1)
Wall Pressures do not include effect of internal pressure
MWFRS-Wall Pressures for Wind Normal to 67.5 ft wall
L/B - 1.29
ph: Net Pressure at top of wall (windward + leeward) - 37.24 psf
p0: Net Pressure at bottom of wall (windward + leeward) - 37.24 psf
ps:
Side wall pressure acting uniformly outward = .57
* ph =
21.19
psf
pl:
Leeward wall pressure acting uniformly outward =
.35 * ph=
12.96
psf
pwh:
Windward wall pressure acting uniformly outward =
ph-pl =
24.28
psf
pw0:
Windward wall pressure acting uniformly outward =
p0-pl =
24.28
psf
MWFRS-Wall Pressures for Wind Normal to 87.16 ft wall
L/B =
ph: Net Pressure at top of wall (windward + leeward) _
p0: Net Pressure at bottom of wall (windward + leeward) _
ps: Side wall pressure acting uniformly outward = .54 * ph =
pl: Leeward wall pressure acting uniformly outward = .38 * ph=
pwh: Windward wall pressure acting uniformly outward = ph-pl =
pw0: Windward wall pressure acting uniformly outward = p0-pl =
See Fig 27.6.2 for
Parapet wind
Wail Pressi
See Table"A
Elevation
0.77
38.70 psf
38.70 psf
20.90 psf
14.71 psf
23.99 psf
23.99 psf
Roof Pressures •
27.6-2
in roof ht. •
Wind •
Plan
Net Wind Pressures on Roof (Table 27.6-2):
Exposure Adjustment Factor =
Zone
Load Casel
Load Case2
----
psf
----------
psf
----------
1
.00
.00
2
.00
.00
3
-36.05
.00
4
-32.18
.00
5
-26.37
.00
1.000
Note: A value of 10' indicates that the zone/load case is not applicable.
ME
---� ( n e
%IM
-d
Monoslope Roof
Roof Overhang Loads (Figure 27.6-3):
Load Case 1•
Povhl: Overhang pressure for zone 1
Povh3: Overhang pressure for zone 3
Load Case 2:
Povhl: Overhang pressure for zone 1
Povh3: Overhang pressure for zone 3
a I 5r6R��' �'aA�ca��na &^. rnl.1-
onvs i or 3
P1
Wind Direction
� -
MECAWind Version 2.1.0.6 ASCE 7-10
Developed by MECA Enterprises, Inc. Copyright 2017 www.mecaenterprises.com
Date 10/23/2017 Project No.
Company Name Designed By
Address Description
City Customer Name
State Proj Location
File Location: C:\WORK\MY PROJECTS\2015\(15041) 94 NE 93 STREET (ADDITION WITH RANDAL)\CALC\WIND
FLAT ROOF.wnd
Roof not
shmm
r
S1
r
4
5 S:
WAS
a
a 3 2 • 2. 13 ••••••
I
I
.. .....
' ••.•.•
••••• i
I • I •
•
11000,0 00000.
air 3; - 2 •.-2 3... • :..••:
Gable Roof @ <-- 7 • •
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure
Coefficient Zone "a"
= 6 ft
Description
Width
Span
Area
Zone
Max
Min
Max P
Min P
ft
ft
ft^2
GCp
GCp
psf
psf
--------------------------------------------------------------------------
WINDOW
3.00
3.00
9.0
4
0.90
-0.99
43.13
-46.72
WINDOW
3.00
3.00
9.0
5
0.90
-1.26
43.13
-57.50
DOOR
6.67
3.00
20.0
4
0.85
-0.94
41.21
-44.81
DOOR
6.67
3.00
20.0
5
0.85
-1.16
41.21
-53.68
RAFTERS
2.00
12.00
48.0
4
0.79
-0.88
38.80
-42.40
RAFTERS
2.00
12.00
48.0
5
0.79
-1.04
38.80
-48.85
SkyRock�Engineering, Inc SOB: a�-r � -< t
CA No. 29652 www.skyrockeng.com SHEET No.: S OF
EMAIL: aimee@skyrockeng.com CALCULATED BY: /Z- DATE: / L
Phone: 786 285 7157 Fax: 305. 258 3345
•
......
„yam • • • • .....
�y Jf"` •
, SkyRock- �HLEngineering, Inc
-CA No. 29652 www.skyrockeng.com
EMAIL: aimee@skyrockeng.com
Phone: 786 285 7157 Fax: 305. 258 3345
JOB:-C� t%7.�i 5T
SHEET No.: OF //G
CALCULATED BY: DATE: G� 2.3
Q
Dr� -17 �`
I A4t,
14-5
a