HomeMy WebLinkAboutBuilding Permit Application I
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: LQ' '� Permit Number: 196(0 MS19
RECEIVt D
Building Permit Application JUN 2 8 2019
Planning and Development Services
Building and Code Regulation Division ST. Lucie County, Permitting
2300 Virginia Avenue,Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772)462-1578 Commercial x Residential
PERMIT TYPE: {�� ;
'PROPGSE D;111%IPFZOVEMENT LOC1ATVION
Address: 9675 RaneaLine Road Port St. Lucie, FL
Property Tax ID#: 4201-113-0001-020—t Lot No.
Site Plan Name: Block No.
Project Name: Liberty Tire Recycling Fire Damage Temporary Interior Wall
ASCRIPTIONOFTWORK
Bldg. #6 damaged by fire. Erection of a temporary interior wall to close off
the opening into Bay #3. Wall to be constructed using metal PBR panels mounted
on base angles to the floor.with metal fasteners. Wall will go' 10' high.
CONSTRUCT-10 I N FORNIATI ON`.
Additional work to be performed under this permit—check all that apply:
_Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors
_Electric _Plumbing _Sprinklers _Generator Roof Pitch
Total Sq. Ft of Construction: 150SF Sq. Ft.of First Floor:
Cost of Construction:$ 2,420.00 Utilities: —Sewer —Septic Building Height:
QWNEft/LESSEE COIVTRACTORs,
Name Liberty Tire Recycling, Inc. Name: �� "
Address:_ 1251 Waterfront Place, Ste.400 Company:RF Concrete Construction, Inc.
City: Pittsburg State: PA Address: 664 Old Dixie Hwy.
Zip Code: 15222 Fax: City: Vero Beach State:FL
Phone No. Zip Code: 32962 i Fax: 772-778-2142
E-Mail: Phone No 772-567-3356
Fill in feesimple Title Holder on next page,(if different E-Mail jeremy@rfcconsitruction.com
from the Owner listed above) State or County License 10237/CGCO27900
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
If value of HVAC is$7,500 or more,a RECORDED Notice of Commencement is required.
�S-UPPLEMENTA CONSTRUCTION•LIEN.LAW."INFORMATION
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YO ENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOT F COMMENCEMENT."
Signature of Owner/Lessee/Contractor as Agent for Owner Signature of Contractor/License Holder
STATE OF FLORID STATE OF FLOOR D �
COUNTY OF Zan Rl o e_r COUNTY OFA , ' irl r
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this A day of CTAv12 20_& by this day of 1 9•e_ 20J f by
P6^2/A/ J1 Ai�-41,IA I Lng lel 1-k MAS
Name of person making statement. Name of person making statement.
Personally Known—Z(OR Produced Identification Personally Known)—OR Produced Identification
Type of Identification Type of Identification
Produced Produced
(Si ature otary ble:of FI (Signa re of N ary P
MY COMMISSION#GG 145449 is+'r a� NANCY CORCORAN
Commission No. 'r a`, EXPIlig• vember4,2021 N
i
i
CMYCOM"9�I9N#GG 145449
Commission o. _+• +:
%3Ft Bon�d7W Notary Public under"rn�°rs ;^a• N
EXPIRES: ovembe`r4,2021
TOFF;°'
Bonded Thru NotaryPublic Underwriters
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE j
RECEIVED
DATE
COMPLETED
Rev.
i
RECEIVED
PROPOSAL
JUN 2 8 2019
RF CONCRETE CONSTRUCTION, INC-
P.O.
NC Lucie County, Permitting
P.O. Box 650789, Vero Beach, Florida 32965 9
664 Old Dixie Highway, Vero Beach, Florida 32962
Phone: 772-567-3356'/-Fax: 772-778-2142
Jeremy@rfcconstruction.com
3roposal Submitted To Phone Date
_iberty Tire Recycling 772-359-4897 June 27, 2019
Street Job Name
)675 Range Line Road PEMB Repairs—Fire Damage
"ity, State and Zip Job Location Proposal#1
?ort St. Lucie, FL 34987 Port St. Lucie, FL
Attn: Fax: Email:
Leith Bloomer 772-359-4897 Cell kbloomer@libertydre.com
We hereby submit an estimate for labor and material to complete the following:
METAL BUILDING REPAIRS:
• Erect temporary wall to close off bay 3 of building
• Remove framed opening
• Supply and install 8"girt where framed opening was removed
• Supply and install base angle,where needed,to attach panels to floor
• Supply and install 26ga PBR panels over open areas
• Supply and install 26ga roof panels where skylights were
• Supply permit from St. Lucie County for enclosing openings in the partition wall and roof
• Administration fees
Material&Labor: $2,200.00
10%OH&P 220.00
TOTAL: $2,420.00
PRICES ARE GOOD FOR THIRTY(30) DAYS
PAYMENT SCHEDULE, Invoices due 10 days after date of invoice. All past due amounts are subject to 2% per month
late charge.
All agreements are contingent upon strikes, accidents or delays beyond our control. All work is to be completed in a
workmanlike manner. Any alteration or deviation from above specifications involving extra costs will be executed only
upon written orders,and will become an extra charge over and above the estimate. This proposal is subject to
acceptance-within 30 days and is void thereafter at the option of the undersigned.
RF CONCRETE CONSTRUCTION, INC.
Authorized Signature: �"�""�'
ACCEPTANCE.OF PROPOSAL: The above prices, specifications and conditions are hereby'accepted. .You are
authorized to do the work as specified.
Date of Acceptance: (0Z? f Signature:
KI RBY KirbyRibD 11 Wall / Roof
BUILDING
SYSTEMS ��� �8 �� �
A14U=0QC0�, Panel Specifications
BETTER SOLUTIONS.BETTER BUILDINGS.
F y
PRODUCTNAME
KirbyRib II Panel for roof and walla 1ifs + ;` -
Y PP
MANUFACTURER
Kirby Building Systems
www.kirbybuildingsystems.com
PRODUCT DESCRIPTION
These wall and roof panels have 1 '/4" ribs on 12" cen-
ters for an even, shadowed appearance. They offer
36"width coverage and are reinforced between the
ribs for added strength. TECHNICAL DATA
The KirbyRib 11 panel has received a Class 90 Wind
Basic Use:A roof and wall covering system for new or Uplift rating by Underwriters Laboratories Inc.when
retrofit construction. tested in accordance with'test procedure UL 580. This
panel has also been tested in accordance with Air
Materials: KirbyRib II panels are-available in 26, Infiltration ASTM E283 and Water Penetration ASTM
and 24 gauge 80,000 psi, 22 gauge 50,000 psi, either E331. This panel has received a Class Afire rating
G90/G60 zinc coated (galvanized) orAAZ55 aluminum when tested in accordance with test procedure ASTM
zinc alloy coated steel. Prepainted panels have PVDF E108.
or Silicone Polyester Cool Paint Finish.
INSTALLATION
KirbyRib II wall panels are attached to the secondary Installation should be performed in accordance with
framing members by self-drilling carbon steel'•screws, Kirby Building Systems' manuals and building erection
No. 12 x 1 1/4" hex washer head, cadmium or zinc drawings, and should be done by,a qualified installer
plated. Fasteners are applicable for use,with fiber- using proper tools and equipment. Systems are
glass blanket insulation up to 4"thick. KirbyRib 11 wall installed by Kirby Building Systems'Authorized
side laps are stitched with self-drilling carbon steel Builders.
screws, No. 14 x 7/8"Type A or AB, cadmium or zinc
plated. Fasteners are normally color coordinated with WARRANTY
a premium coating'system that protects against 35 &25 year paint finish,warranties are available.
corrosion and weathering.
MAINTENANCE
KirbyRib II roof panels are attached to secondary Only normal routine maintenance is required over the
framing members by 12 x•1 1/4" self-drilling carbon life of the panels.
steel screws with a molded zinc alloy or capped
stainless steel cupped hex washer head. Roof PRODUCT NOTES
fasteners shall be assembled with an EPDM washer. Descriptions and specifications contained herein were
in effect at the time this publication was approved for
KirbyRib II roof side laps are stitched with No. 14 x printing. In a continuing effort to refine and improve
7/8", Type "AB"-self drilling carbon steel screws with products, Kirby Building Systems reserves the right to
a molded zinc alloy or capped .stainless steel cupped discontinue products at any time or change specifica-
hex washer head. Roof fasteners shall be assembled tions and/or designs with incurring obligation.
with an EPDM washer.
i
KirbyRib II panel roof side laps, end laps, roof flashing
laps, ridges and eaves are sealed with tape mastic.
Continue on back...
KIRBY Kirb Rib 111i Panel
BUILDING Kirby
Rib
A nuooa c°mw"y Panel Specifications
BETTER SOLUTIONS.BETTER BUILDINGS.
I
12"
4" 4" 4"
1114" 6.5 Sp'±
3/8" 3/8- 7/32", L
1117/32"
3/4,,. III
PANEL PROFILE PARTIAL CROSS SECTION
Engineering Properties of Kirby Building Systems'KirbyRib 11 Panel
,
i
800.077 0.06
1Y 0.0193 0.86 0.043 0.037 1.34 0.035~ 0.046 1.66 36
80 0.0225 0:0241 1.09 0 0.054 1.95 0.047 0.059' 2.14 36
50 0.0300 0.0316 1.45 0.083 0.085 2.56 0.070 0.081 2.44 30 QQqW
tY.
r
5 99 a 73 B 56 B 44- a 36 B 25_ e 18 a 16 B
-123 B -91 B -69 B -55 B -44 B -31 s -23 B -20 B
75 c 64 c 56 c 50 c 43 B+S 30. a+S 22 B+s _ 19 B+S
-64 P -55' P -08 P -42 P -35 B+S -24 a+s -18 B+s -16 B+S
85 C 73 c 64 c 57 c 51 c 37 a+S 28 B+S 24 B+s
72 P -62 P -54 P -48 P 43 P -30 B+S -22 B+S -20 B+S
82 c 70 •.c 61 c 55 c 49 c 35 B+$ 26 B+s 23 B+S
-70 P -60 P -52 P 46 . P 41 B+s -28 s+s -21 B+s -18 B+S
145 B 106 B 81 B 64 B 52 B 36 B 1 271 B 23 B
158 B -116 B -89 •B -70 B -57 B -40 B -29 B -25 B
117 c 100 c 87 B+s 69 B+S 56 B+s 39 B+s 29 B+S 25 B+S
81 P -69 P -61 P -54 P -49 P -36 B+S -26 B+S -23 B+S
133 c 114 c -100 C 86 B+S 70 B+s 49 B+S 36 B+s 31 B+s
-92 P -79 P -69 P -61 P -55 P -45 's+S -33 B+S -29 B+S
128 c 110 c 96 c 80 B+s 65 B+S 46 B+s 34 B+s 29 B+s
t -89 P -76 P -66 P -59 P -53 P -42 B+s -31 B+s -27 B+s
189 B 139 -B 107 B 84 B 68 B 47 B 35 B 30 B
p -180 B -133 B -102 B -80 B -65 B -45 B -33 B -29 B
166 c 130 B+s 100 B+S 79 B+s 64 B+s 45 a+S 33 B+s 29 B+s
-114 P .-98 P -86 . P -76 P -67 B+s -47 B+s -35 B+s -30 B+s
188 c 161 c 124 B+S 99 B+S 80 B+S 56 B+s 41 B+S 36 B+S
-130 P 111 P. -98 P -87 P 78 P -59 B+S 43 B+s -38 B+S
181 c 151 B+S 116 B+s 1 92 B+s 75 B+S 5il'e+S 38 B+s 34 a+s-
125 P 107 P 94 P 83 P -75 P -55 B+s -40 B+S -35 B+s
1.The panels are checked for bending(B),shear(S),combined bending and shear(B+S),deflection(D),web crippling(C),and panel pullover(P).
The controlling check is noted in the table.Deflection is limited to span/6O,with the wind load permitted to be taken as 0.7 times the"component 8 cladding"loads
as noted in footnote f of IBC Table 1604.3.
2.Section Properties,are calculated in accordance with the 2007 North American Spec cation for the Design of Cold-Formed Steel Structural Members.
3.Minimum yield strength of 26 and 24 gage steel is 80,000 psi. Minimum yield strength of 22 gage steel is 50,000 psi.
4.Steel panels are either aluminum-zinc alloy or G9O/G6O coated. The base metal thickness is used in determining section properties.
5.Positive load(POS)is applied'inward toward the panel supports,and is applied to the outer surface of the full panel cross-section.
Negative load(NEG)is in the opposite direction.
. I
• _ I
I
i
TENNESSEE DIVISION MISSISSIPPI DIVISION
KIRRY
BUILDING . 124 Kirby Drive 101 Airport Road
SYSTEMS Portland,TN 37148 Starkville,MS 39759
T.615.325.4165 T.662.323.8021
BETTER SOLUTIONS.BETTER BUILDINGS. www.kirbybuildingsystems.com'
• I