REV-18-1957 (2)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
BUILDING
PERMIT APPLICATION
s❑BUILDING ❑ ELECTRIC ❑ ROOFING
JUL 2 )\Gui8
FBC 201 --<O
Master Permit No. Ic?C 2/`6,
Sub Permit No. 1 t7 ` l _ t
EVISION
❑PLUMBING ❑ MECHANICAL [_]PUBLICWORKS ❑ CHANGE OF
CONTRACTOR
❑ EXTENSION ❑ RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
JOB ADDRESS: ze Iv ,!5 • �d
City: Miami Shores County`._ Miami Dade Zip: ;:�5:5z&B
Folio/Parcel#: ll �� 20(00 3f / 2 O Is the Building Historically Designated: Yes 'NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: I FFE:
OWNER: Name (Fee Simple Titleholder):,,C�G�/y1/ 4 lbelVXi Phone#,;�15 2&B 1`/
Address: �� .vim. /o/ O"/
v
City: _��/,O.�l/ State: Y!i Zip:
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: `
Address: I&OCI> Su
City: /`-
Qualifier Name:
C r
Phone#:
Phone#:
State Certification or Registration #:. 1 �1� Certificate of Competency #:
DESIGNER: Architect/Engineer: - Phone#:
Address: City: State: Zip:
Value of Work for,this Permit: $" r CJ li Square/Linear Footage of Work:
Type of Works ❑ Addition ❑ Alteration If New ❑ Repair/Replace ❑ Demolition
Description of Work:,
Specify color of color thru the-'
Submittal Fee $ Permit Fee $ CCF $ d CO/CC $
Scanning Fee $ Radon Fee $ L , Lb
Technology Fee $ Training/Education Fee $
Structural Reviews $
�U
DBPR $ Z' W Notary $
Double Fee $ _
Bond $
TOTAL FEE NOW DUE $' ZtS ` (6
(Revised02/24/2014)
ss
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 for 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' Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
7 day of J 20118 by
allWO who is pe onally know to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
********************
APPROVED BY
NANDE7_
MY COMMISSION # GG 1 B1817
EXPIRES: June A. 2022
The foregoing instrument was acknowledged before me this
day of J .20 ,, C-�J by
ho is personally'known to
me or who has produced
identification'and who did take an oath.
NOTARY PUBLIC:
Sign
Pria
Seal
as
Plans Examiner J Zoning
Aw4l Structural Review _ Clerk
(Revised02/24/2014)
U.S. Structures, Inc.
CA 32156
Project: DAIDONE RESIDENCE
PROJECT NAME:
DAIDONE RESIDENCE
RENOVATIONS
29 NORTHEAST 98th STREET
'
MIAMI SHORES, FL 33138
DESIGN LOADS:
Roof Live Load
30 psf [30 psf for flat roofs / 20 psf for slopes > 1.5:12]
Roof Dead Load
25 psf
CODE REFERENCE:
All work, designs and calculations shall be designed in accordance with
the Florida Building code, 2017
edition.
WIND LOADS:
In accordance with ASCE 7-10 - Analytical
Procedure
Code Reference
County
Miami Dade
Risk Category
II
FBC 1620.2 (ASCE 1.5-1)
Wind Speed - V =
175
mph FBC 1620.2
Exposure case
C
FBC 1620.3
Roof Slope (3.5:12)
16.30
degrees
Max Roof Height - z
15.00
feet
Mean Roof Height - h
15.00
feet
Least Horiz. Dim. // to Wind - L
24.86
feet
h/L
e0.60
6.5.5 (Table 6-1)
Kh =
0.85
30.3.1 /table 30.3-1
Kz =
0.85
30.3.1 /table 30.3-1
Kd =
0.85
26.6/table,26.6-1
Determine Topographical Factor
- Kzt
K1
0.00
fig. 26.8-1
K2
0.00
fig. 26.8-1
K3
0.00
fig. 26.8-1
Kzt = (1+K1 *K2*K3)A2 =
1.00
equation 26.8-1
BASIC PRESSURE:
Components and Cladding - Exposure C [Note:
0.60 convertion from strength design to ASD]
qh = 0.00256 *
Kh * Kzt * Kd * VA2*0.6
qh =
33.99 psf equation 30.3-1
MWFRS - Exposure C [Note: 0.60 convertion from
strength design to ASD]
qh = 0.00256 *
Kh * Kzt * Kd * VA2*0.6
qh =
33.99 psf equation 27.3-1
qh = 0.00256 *
Kz * Kzt * Kd * VA2*0.6
qz =
33.99 psf e
S r Ruc'ruRAL REVIE
APpROVEp - -- ._,o.... DATE
Tele 305.665.4555
Fax 305.665.5522
Jose A. Toledo, P.E.
FL License #54891
REV -July 2018
JANUARY 2018
Pagel
4 U.S. Structures, Inc.
CA 32156
Project: DAIDONE RESIDENCE
DESIGN WIND PRESSURES - Windows and Doors (for sloped roof condifions)
zone width a: 2.49 feet Fig. 6-11 A notation no.6a criteria
But not less than, 3.00 feet
Therefore, 'a' = 1 3.00 feet
p = q h [(GC P) - (GC,i)), where
(GC pi) _ ±0.18
Typical Window
(Area < lOsq-ft)
Typical Door
(Area approx. 21 sq-ff)
Garage Door (8-ft wide) �,-
(Area approx. 21 sq-ff)
(area based on panel rib)
Garage Door (16-ft wide)
�4
(Area approx. 85 sq-ff)
(area based on panel rib)---,_
Roofing Pressures
(based on 1 square)
(Area = lOsq-ft)
Tele 305.665.4555
Fax 305.665.5522
equation 6-22
(Figure 6-5)
Gcp
Gcpi
Pressure (p) psf
Zone 4 windward
1.00
-0.18
40.10
Zone 4 leeward
-1.10
0.18
-43.50
Zone 5 windward
1.00
-0.18
40.10
Zone 5 leeward
-1.40
0.18
-53.70
Gcp
Gcpi
Pressure (p) psf
Zone 4 windward
0.98
-0.18
39.32
Zone 4 leeward
-1.04
0.18
-41.29
Zone 5 windward
0.98-
. -018-
39.32
Zone 5 leeward _ ,.-
_-1.30--
--0.18
-50.13
r---? ,--
- 7Gcp-
- Gcpi:-
- Pressure (p) psf
Zone 4 windward ` ""
" 0.98
-0.18-
39.32
Zone 4 leeward
-1.04
0.18
-41.29
Zone 5 windward.,a
0.98
, -0.18 r'
39.32
Zone 5leeward_ _ .
°' L1.30____..,`
0.18_;
-50.13
_Gcp„,_
-Gcpi
Pressure (p) psf
Zone 4 windward
0.84,
-0.18
34.70
Zone 4 leeward
---:=1-0.94
0.18
-37.96
Zone 5 windward . ,
0.84
-0.18
34.70
Zone-5leeward
-1.08
0.18
-42.82
Gable/Hip oos 70 < 0 <
Gcp
Gcpi Pressure (p) psf
Zone 1
-0.90
0.18 -36.71
Zone 2
-1.70
0.18 -63.89
Zone 3
-2.60
0.18 -94.48
Jose A. Toledo, P.E.
FL License #54891
REV -July 2018
JANUARY 2018
Page .2
,t
U.S. Structures, Inc. Project: DAIDONE RESIDENCE
CA 32156
1 STEEL BEAM DESIGN - simple span with uniform loading
In Accordance with Steel Construction Manual, ASD 13th Edition
DATA
SBA
Shape
HSS
Span (feet)
10.00
Spacing (ft)
(tributary width) 6.00
F'y (psi)
(46 for rectangular tubes) 46000
E (psi)
29000000
DESIGN WIND PRESSURE
Area trib (LA2)/3
33.33
Basic Pressure (qh) psf (see sheet 1)
33.99
Gcp zone 1
-0.95
Design Pressure (psf) where qh=(Gcp-Gcpi)
-38.40
Gcp zone 2/3
-1.46
Design Pressure (psf) where qh=(Gcp-Gcpi)
-55.74
zone width (a) (ft)
3.00
TOTAL Gross Wind load (pff)
-334.43
GRAVITY LOADS
DEAD LOADS
Self load (pif)
Roof DL (psf)
--.15.00
'
Roof SDL (psf) —'r
—•10:00
----��
r;
LIVE LOADS i
� - A�
t
Roof LL (psf)
Subtotal Dead Load (pif) flood x spacing)
--169.00 —
_
Subtotal Live Load (pif) (load x spacing)__ _ _ .
--r-'120.00
TOTAL Gravity load (plf)
289.00
- BENDING - reference wind loads
M = w * 12 / 8 (ft-Ibs)
2067.83
SX required = (M*12)/(F'b) (in3)
0.82
Check
NOT CRITICAL
FALSE
BENDING - reference aravity loads
M = w * 12 / 8 (ft-Ibs)
3612.50
S. required = (M*12)/(F'b) (in3)
1.43
Check
GOVERNS
OK
DEFLECTION - usina LL only
Code Criteria - delta
360
IX required (in°) =L/delta = (5*w*14)/(384EI)
2.79
Check
OK
REACTIONS
R gravity (Ibs)
1445.00
R netuplift (Ibs) (net IOpt only <ASCEo.6Dreq'd.)-1372.13
MEMBER USED:
HSS8x4xl/4
Sy provided (in3) (from Steel Manual)
7.29
ly provided (in°) (from Steel Manual) =
14.40
1� REV -July 2018
Tele 305.665.4555
Jose A. Toledo, P.E. JANUARY 2018
Fax 305.665.5522
FL License #54891 Page ..3