HomeMy WebLinkAboutNOC NOTICE OF COMMENCEMENT
To be completed when construction value exceeds$2,500.00
PERMIT# TAX FOLIO# 2419-601-0009-000-0
STATE OF FLORIDA COUNTY OF: ST LUCIE
The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,
the following information is provided in this Notice of Commencement
LEGAL DESCRIPTION: SEMINOLE PARK S/D BLK 1 LOT 8(MAP 24/19N)(0.25 AC)
GENERAL DESCRIPTION OF IMPROVEMENT: RE-ROOF O2 &
OWNER INFORMATION OR LEESEE INFORMATION IF,THE LESSEE E CON RACTED FOR THE IMPROVEMENT:
Name: REGINA M.SMITH Phone:
Address: 2506 KERR STREET,FORT PIERCE.FL 34947
Interest in property: Owner
Name and address of fee simple titleholder(if different from Owner listed above):
CONTRACTOR'S NAME:CARDINAL ROOFING&SIDING COMPANY INC Phone No:772-335-9550
Address: 1601 SE S.NIEMEYER CIRCLE.PORT ST LUCIE.FL 34952
SURETY COMPANY(if applicable,a copy of the payment bond is attached):
Name and address:
Phone No.: Bond Amount:
LENDER'S NAME: Phone No.:
Address: ;U O„v,3
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Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided b M M
713.13(1)(a)7.,Florida Statutes: z�& m
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Name: Phone No.: `�fe o o
Address: OM N I%
In addition to himself or herself owner designates of m r0-
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statues. V N
Phone number of person or entity designated by Owner: w 0
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V
Expiration date of Notice of Commencement: g m
(the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year i a z
recording unless a different date is specified): m 0
z
0 1
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COM! 0
0
ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1, SECTION 713.13 FLORIDA STATUTES AN]
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMENT 1V i
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FIN)
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE
COMMENCEMENT.
U er penalty of perjur ,I declare that I have read the foregoing and that the facts stated are true to the best of my knowledge ana never.
Signature;' -wneror Lessee,or Owner's or Lessee's Authorized`'Officer/Director/Pa'rtner/Manager/Attorney-in-fact
OWNER
Signatory's Title/Office
The foregoing instrument was acknowledged before me this /L�`�day of ��/1/L l/I 20 2i)
By: & ��nc" �i" — as ry-yMr for
e of perso Type of authority(e.g.office,trustee) Party on behalf of whom instrument was executed
Personally Known ✓ or produced identification
Notary's Signature Type of Identification Produced
(Print,Type,or Stamp Commissioned Name of Notary)
T:1BLD\13Idg_Forms\TNew ApplicationsWorms\Notice Of Commencement.Doex �N;yp Rev.9/15/11
JENNIFER DAVIS
MY COMMISSION#GG 953418
EXPIRES:Febma
•'•FOF F;OQ:� N 29,ZO24
Bonded Thro Notary public Underwriters
_f ederal Phone: 954-784-2941
fle ® E-Fax: 954-784-7875
® ngineering (� — � admenfefed om
www.fed-engng.com
®Oesting, Inc. ••
ST. L. CIE COUNTY
DATE: 7/8/21 No.: 21RO552
BOCK7l �
CLIENT: Cardinal Roofing and Siding of Florida
ADDRESS: 1601 S.E. South Niemeva Circle; Port St Lucie,FL 34990
PROJECT: Regina Smith
ADDRESS: 2506 Kerr Street; Ft.Pierce,FL 34947
ASCE 7-16 DESIGN PRESSURE CALCULATIONS
In Accordance with Chapter 30, Part I
Proiect Information: Sloped Wood Deck Roof
Height= 12' Exposure: C Ultimate Windspeed: V„i= 170 mph
Length= 27' Category: H Basic Windspeed: Vasd = 132 mph
Width= 23' Slope: 1.5:12 KZ= 0.85 Kd=0.85
Design Calculations:
Velocity Pressure: q = 0.00256*[(0.85)(0.85)(1.00)(1.00)(132)Z]
=32.2 psf
Width of Pressure Coefficient Zone: 0.1(23') = 2.3'
0.4(12') = 4.8' } use: a= 4.0'
Effective Wind Area: <10ftz
For parapet height three feet(3') or larger,zone three(3)can be treated as zone two(2)(ASCE7-16).
External Pressure Coefficient: Internal Pressure Coefficient
1) GCP1 = -2.0 1) GCPi = 0.18
2e) GCP2e = -2.0
2r) GCP2r = -3.0
2n) GCP2n = -3.0
3e) GCP3r = -3.0
3r) GCP3e = -3.6
Design Pressures:
1) Field P1 = 32.2*(-2.0—0.18)= -70.2 psf
2e) Perimeter Ridge: P2e= 32.2*(-2.0—0.18)= -70.2 psf
2r) Perimeter Eave : P2r= 32.2*(-3.0—0.18)= -102.4 psf
2n) Perimeter Gable: P2n= 32.2*(-3.0—0.18)= -102.4 psf
3e) Corner Eave P3r= 32.2*(-3.0—0.18)= -102.4 psf
3r) Corner Ridge P3e= 32.2*(-3.6—0.18)= -121.7 psf
(a c Faw WIN] MIAMDMADE FD(3T
FA—ASH Rig BAccN:cC
.�� Approved Laboratory