HomeMy WebLinkAboutDouglas - Permit Revision Metal Panel.pdfOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
PERMIT # 2111-0452
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
6385 GARDENA STREET, FORT PIERCE, FL 34982
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
THIS JOB WAS PERMITTED WITH THE WRONG PRODUCT APPROVAL IT IS 1- STANDING SEAM, NOT 1.5"
STANDING SEAM.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CCC 1330918
BUSINESS NAME: ALLIANCE GROUP CONTRACTING CORP
QUALIFIERS NAME: DANIELLE RYCKMAN
ADDRESS: 615 NW ENTERPRISE DRIVE
CITY: PORT ST LUCIE STATE: FL
PHONE (DAYTIME): 772-492-8006
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9123109
Revised 06130117
STATE:
ST. LUCIE CO CERT. #:
FAX:
FAX:
FAX:
ZIP: 34986
ZIP:
ZIP:
1/25122, 8:09 AM
Florida Building Code Online
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Product AQ vaF2 men-k > Product or Aoalication Search > I pRaggation Lh;t > Application DOW
FL # FL29523-Pl
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
Product Manufacturer Metal Alliance Inc.
Address/Phone/Email 2120 SW Poma Dr.
Palm City, FL 34990
(W) 638-2548
orders@metalalliance.com
Authorized Signature Tara Faulkner
orders@metalalliance.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Roofing
Subcategory
Metal Roofing
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the David Eng
Evaluation Report
Florida License
PE-81377
Quality Assurance Entity
Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date
04/22/2030
Validated By
James R Wally, PE
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL29523 R1 C0I 32AI 100SL plywood nonHVHZ.pdf
Standard Year
TAS 100 1995
TAS 125 2003
UL580 2006
https:lMoridabuilding.org/prlpr_app_dti.aspx?param=wGEVXCtwtDquDjJZOKCHOBeuJtRZV94wAPLbCuLWfBsMgrM4sxtfrSA%3d%3d 113
1/25/22, 8:09 AM Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
08/11/2020
08/13/2020
08/19/2020
10/13/2020
Summary of Products
FL at
Model, Number or Name
Description
29523.1
01: 100SL 1" Nallstrip 032 Aluminum
100SL 1" Nailstrip panel from nominal 0.032" aluminum or
thicker on 15/32" (min) plywood or 3/4' (min) wood plank
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL29523 R1 II 32AI 1005E plywood nonHVHZ.odf
Verified By: David Eng, PE 81377
Created by Independent Third Party: Yes
Approved for two outside HVHZ: Yes
Impact Resistant: N/A
Design pressure: +N/A/-168.5
Evaluation Reports
Other. 168.5 psf @ 6' oc
FL29523 R1 AE 32AI 100SL olywood nonHVHZ.pQf
Created by Independent Third Party: Yes
29523.2
02: 100SL 1" Nallstrip 24ga
1005L 1' Nallstrip panel from 24go (min) on 15/32" (min)
plywood or 3/4" (min) wood plank
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL29523 Rl II 24pa 1005E plywood nonHVHZ.odf
Verified By: David Eng, PE 81377
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-206
Evaluation Reports
Other: 206 psf @ 6"oc
FL29523 R1 AE 24ga 100SL plywood nonHVH2 Rdf
Created by Independent Third Party: Yes
29523.3
03: 1005L V Nallstrip 26ga HVHZ
100SL 1' Nailstrip panel from 26ga (min) on 15/32' (min)
plywood or 3/4" (min) wood plank
Limits of Use
Installation Imdructions
Approved for use in HVHZ: Yes
FL29523 U II 2figa 1005E olyaLggg,Rd(
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-176
Evaluation Reports
Other: 176 pst @ 6" oc WITH sealant, 116 psf @ 6" oc without
FL29523 R1 AE 26pa 1005L olywopd.gQ(
sealant
Created by Independent Third Party: Yes
29523.4
04: 100SL 1' Nailstrip 032 Aluminum
1005L 1" Naliso 1p panel from nominal 0.032' aluminum or
HVHZ
thicker on IS/32" (min) plywood or 3/4" (min) wood plank
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL29523 Rl ❑ 32AI 100SL gjywood.odf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-175
Evaluation Reports
Other: 175 psf @ 6" oc WITH sealant
FL29523 Rl AE 32AI 3005E plywootl otlf
Created by Independent Third Party: Yes
29523.5
05: ISOSL 1.5" Nailstrip 24ga
150SL 1.5" Nailstrip panel from 24ga (min) on 15/32' (min)
plywood or 3/4" (min) wood plank
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL29523 RI [I 24ga 1505E olywood nonHVHZ.pdf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Design Pressure: +N/A/-153.5
Created by Independent Third Party: Yes
Evaluation Reports
Other: 153.5 psf @ 6' oc WITH sealant
FL29523 R3 AE 24pa 150SL olywood nonHVHZ.odf
Created by Independent Third Party: Yes
29523.E
06: 1505L 1.5" Nallstrip 032
ISOSL 1.5" Nailstrip panel from nominal 0.032" aluminum or
Aluminum
thicker on 15/32" (min) plywood or 3/4' (min) wood plank
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL29523 RI II 32AI 150SL olywood nonHVH2 W
Verified By: David Eng, PE 81377
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-168.5
Evaluation Reports
Other: 168.5 psf @ 6" oc WITH sealant
FL29523 Rl AE 32AI 150SL p)ywood nonHVHZ.R9f
Created by Independent Third Party: Yes
29523.7 07: 150SL 1.5" Nallstrip 032
ISOSL 1.5" Nallstrip panel from nominal 0.032" aluminum or
Aluminum HVHZ
thicker on 15/32" (min) plywood or 3/4" (min) wood plank I
19" coverage
Installation Instructions
Limits of Use
httpsJ/0oridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXOwtDquDJJZOKCHOBeuJtRZVS4wAPLbCuLWfOsMgrM4sxtfrSA%3d%3d 213
1/25/22, 8:09 AM Florida Building Code Online
Approved for use in HVHZ: Yes FL29523 R1 II 32AI 1505E Rlywood.odf
Approved for use outside HVHZ: Yes Verified By: David Eng, PE 81377
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-168.1 Evaluation Reports
Other: 168.1 psf 0 6" oc WITH sealant FL29523 Rl AE 32AI 150SL QtwmW9,gdf
Created by Independent Third Party: Yes
29523.8
08: 150SL 1.5" Nailstrip 24ga HVHZ
150SL 1.5" Nailstrip panel from 24ga (min) on 15/32" (min)
plywood or 3/4" (min) wood plank 1 19" coverage
Limits of Use,
Installation Instructions
Approved for use In HVHZ: Yes
FL29523 RI Ii 24ga 1505L olywood.odf
Approved for use outside HVHZ: Yes
Verified By: David Eng, PE 81377
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: +N/A/-112.5
Evaluation Reports
Other: 112.5 @ 6" oc WITH sealant
FL29523 RI AE 24ga 1505E olywood.odf
Created by Independent Third Party: Yes
eacY aert
Cortolict,
The State of Florida Is an AA/EED employer
Under Florida sew, email addresses are public records. If you do not want your a -mall address released In response to a public -records request, do not send eleop me
mall ts this entity. Instead, txntsct the office by phone or by traditional mall. If you Iurve any questions, please contact 850.487.1395. "pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address H they have one. The emalls
provided! may W used roc of cal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made a ,allable to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here .
Product Approval Accepts:
®®®EI®
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwlDquDjJZOKCHOBeuJtRZVS4wAPLbCuLWf8sMgrM4sxtfrSAa/3de/3d 3/3
AL
METALALLIANCE
A Value Added Supplier of Metals
1" NailStrip 24ga Steel Panels
24ga (min) 1" Nail Strip over 15/32" (min) plywood
Metal Alliance, Inc
2120 SW Poma Dr I Palm City FL 34990
Produced by Metal Alliance's Network of Approved Regional Manufacturers
Product Description
Nailstrip, snaplock style panel with a 16" maximum panel width and a
nominal rib height of 1"
Product Material
24ga (min) steel
24ga is nominally 0.0239" with yield strength of at least 50ksi, and shall be corrosion
resistant per FBC 1507.4.3 where required.
Fastener
#10 1-inch pancake style fastener
Compliant with FBC 1506.6 where required-
Substrate/Deck
15/32" (min) plywood or
3/4" (min) thick wood plank (min S.G. of 0.42)
Evaluated by:
David Eng, PE
Timberlake Cove, LLC
3324 W Univ Ave #206 1 Gainesville FL
FL PE 81377 1 FL CA 33344
www.T-imberLakeCove.com
100S L•
1" NAILSTRIP 24GA
. �\\4PJ\D El..FFyyG��
No. 81377
�Q STATE OF
Ss/of 4
David E Eng
2020.08.10
18:45:33-04'00'
This item has been digitally signed and sealed
by D E Eng. PE, on the date indicated Printed
Copies of this document are not oonsldered
signed and sealed and the signature must be
verified on any etedronic copies
Underlayment: comply with local building code or FBC 1507.1.1 where required.
Slope: Comply with local building code or FBC 1507.4.2 where required.
Re -Roofing: This panel maybe installed over a single layer of existing shingles as permitted
by local building code or FBC 1511, provided the existing roof meets the conditions required by
the applicable code.
Maximum Allowable Loads & Installation Requirements:
Method A:.#10 x 1" fastener at 6" o.c. along nail strip_ 206 PSF
A factor of safety of 2 has been applied.
Fasteners are installed through the metal flange, NOT through the pre -punched slots.
Technical Documentation:
This product has been tested to the UL 580 standard by Intertek Testing (TST-1527), report
J6368.05-450-44 RO.
Compliance Statement:
This product as described has demonstrated compliance with Florida Building Code 2020, 1504.3.2
(non-HVHZ) as required by FL Rule 61G20-3, method 1D.
This product as described has been tested and demonstrated compliance with:
• UL580 - Test for Uplift Resistance of Roof Assemblies
• UL 1897 - Uplift test for roof covering systems
Certification of Independence:
David Eng, PE and Timberlake Cove, LLC do not have, nor will acquire a financial interest in any
company manufacturing or distributing products under this evaluation. The same entities do
not have, nor will acquire, a financial interest in any other entity involved in the approval
process of the product.
Exclusions and Limitations:
Design of deck and roof structure (to include attachment of plywood or wood plank) shall be
completed by others. Fire classification and shear diaphragm design are outside the scope of
this evaluation.
This report is limited to compliance with structural wind load requirements of FBC 1504.3.2, as
required by Rule 61G20-3. Neither Timberlake Cove nor the manufacturer shall be responsible
for any conclusions, interpretations, or designs made by others based on this evaluation
report. This report is limited solely to documenting compliance with Rule 61G20-3, and makes no
express or implied warranty regarding performance of this product.
Design Process:
The load tables in this report provides one prescriptive option for the fastening requirement
for the applicable wind loads for roofs within the parameters described. For roofs outside of
the listed parameters, design wind loads shall be determined as required by FBC 1609, ASCE 7, or
other design code in force, using allowable stress. These load tables are based on ASCE 7-16. Use
of these tables assumes that the structure is:
Enclosed and conforms to wind-borne debris provisions and is a regular shaped building
Is not subject to across -wind loading, vortex shedding, or instability; nor does it have a
site location for which channeling or buffeting warrant consideration
Engineering analysis may be completed by other licensed engineers for project specific
approval by local authorities having jurisdiction.
METALALLIANCE
A Value Added Supplier of Metals
Instructions: a
�t
Select the appropriate load table that applies to i 3 _ _ 2 _ -. _ 2 _ 3
the structure in question. a \
Determine the design wind speed for the project
location.
Use the attachment method indicated for that
windspeed within each roof zone.
NOTE: ASCE 7-16 and FBC 2020 adopt a 7-zone
concept. For the load tables below, the worst case t
was token for each zone and reported using the a
standard zones 1-2-3: t
Zone 1 includes zones 1 and 1'
Zone 2 includes zones 2e, 2r, and 2n
Zone 3 includes zones 3e and 3r
\2
1
1
2
2
2
2
3
e 1
t
2 1
2
2
3
--T
1
1
2
2
-31
—�
- _F3. 1
-�
7
i
— a —
HIP ROOF
I—
GABLE ROOF
. a —
m a uiar xwww oA<ns.w w o... x�nex m suuux wr rn�
ss rww cmxrx �. oF,uv xwe¢oxru oncxswox xr �ow�
Combining these zones creates a clear, simple ROOF ZONES FOR GENERIC BUILDING
scheme, at the expense of some design efficiency.
Contact Metal Alliance Inc for further information,
or consult a licensed design professional
METHOD A
Use this load table for structures which meet the following criteria:
Are located in Exposure B area
Have either a Flat roof, or gable/hip roof with max slope of 45°
Have a mean Roof Height of 30 feet or less
r�. I.I.,A, F . FG SNAPS
ONTO MALE LEG
.10 FASTENER
Al 0'Or.
Use this load table for structures which meet the following criteria
Are located in B, C, or D exposure area
Have either a flat roof, or gable/hip roof with max slope of 450
Have a mean Roof Height of 30 feet or less
FL29523.02: 24oa 100SL 1" nail strip on 15/32" Dlvwood FL29523.02: 24aa 100SL V nail strip on 15/32" Dlvwood
Wind
105
110
120
130
140
150
160
170
180
190
200
Wind
105
110
120
130
140
150
160
170
180 190 200
Zone 1:
A
A
A
A
A
A
A
A
A
A
A
Zone 1:
A
A
A
A
A
A
A
A
A A A
Zone 2:
A
A
A
A
A
A
A
A
A
A
A
Zone 2:
A
A
A
A
A
A
A
A
A A A
Zone 3:
A
A
A
A
A
A
A
A
A
A
A
Zone 3:
A
A
A
A
A
A
A
A
A
Use this load table for structures which meet the following criteria.
Use this load table for structures which meet the following criteria,
Are located in Exposure B area
Are located in B, C, or D exposure area
Have either a flat roof less than 70, hip roof with
Have either a flat roof less than 70, hip roof with
max slope of 45°, or gable roof with slope between 20' and 45°
max slope of 45°, or gable roof with slope between 20' and 45'
Have a mean Roof Height of 30 feet or less
Have a mean Roof Height of 30 feet or less
FL29523.02: 24cia 100SL V nail strip on 15/32" plywood
FL29523.02: 24 a 100SL 1" nail strip on 15/32" pl ood
Wind 105 110 120 130 140 150 160 170 180 190
200
Wind 105 110 120 130 140 150 160 170 180 190 200
Zone 1. A A A A A A A A A A
A
Zone 1: A A A A A A A A A A A
Zone 2: A A A A A A A A A A
A
Zone 2: A A A A A A A A A A A
Zone 3: A A A A A A A A A A
A
Zone 3: A A A A A A A A A A
METAULLIAHCE
A Value Added Supplier of Metals
ki"
Alliance rwo Group
This Agreement made as of September 23. 2021 between the Client & Alliance Group Contracting Corporation
Tyler McComas
Thank You for Considering Albonce
please feel free to contact me dire. '
Direct Erin
Daniel Douglas
BUY DIRECT FROM THE METAL MANUFACTURE & SAVE!
We take pride n manufacturing highest quality metal roofing systems In the Industry, As a manufacture
of our own products, ,,: -,r•, np< rc > .• _ , .. .;
ri. o.
iF' , 1 the price shown of that option will then he added to your total amount.
ROOF OPTIONS 1
TOTAL INVESTMENT 05
--ommm
PLEASE NOTE
24GA- Mill Finish IUnpa.rtedI
1 S' STANDING SEAM
ROOF REPLACEMENT OPTION (.SHOWN BELOW)
1" STANDING SEAM - 24&: - Mill Finish with
N; TFC
5
$30,973
17.'43 Z° - due upon signing to start Permitting Process / Project Scheduling.
Fa n,t E N TERMS j 1c 486 51, - oue at the start of scope of work Roof Removal / Start of Project.
ACCEPTANCE • he orc acknowledge teal i read on ,r of this contract are hereby accepted.
The pnces.e specifications & conddlons of rn or line an acr-en pages � - � if. •�." ,,�. 7
OF CONTRACT
aniel Dou s
i� it z
ROOF OPTION 01. 1" STANDING SEAM- METAL ROOFING SYSTEM
ROOF SKETCH
24 Gauge Steel Panels with Striations I Galvawme Min Finlsh Iunpainted Finish)
24 Gauge Steel Trim Accessories fabricated will, heavier gauge for Durability
16-inch Wide Panels Coverage -Concealed Fastener Metal Roofing System
provides a 30 Year Material Warranty - 10 Year Contractors
E-)
QUICK. RESPONSIVE & ACCURATE
W
PREMIUM AERIAL IMAGERY ESTIMATE
ROOF SKETCH POWERED BY ALLIANCE
PLEASE REVIEW THE SCOPE OF WORK LISTED BELOW
SCOPE OF WORK 03. Alliance Group agrees to furnish all material, labor, tools. equipment, supervision, and administration
necessary to fully perform and Complete the following scope of work in its entirety
- Acquire all necessary permits, engineer ng ano schedule all ,nspect,ons with related Municipality
Completely remove existing roofing system/materials to a clean surface/substrate of decking
- Inspect decks^g and re-nall with 80 Ring Shank Fasteners to current Florida Building Code Requirements
- Includes (3) sheets of plywood - if additional pwwood is needed - additional charges per sheet will opply
- Replace rotten or damaged fascia as needed - additional charges per hneor ft will all
- Install (1) layer of , oo .1 1 V,-, n, ,t , , ,,- to Florida Building Code Requirements
- Fabrlcatp. ditto tristdll new_24.Ca1u$eXe-tOrM9jo.IDeldls ,n all valley _hips, rjftess,_rdkjE'5.jl & flashings.
"'7— [ 1_ -i i;a,n v'd I'Aill 1U AT cn. ~
Fabricate and install new '4 ��a�lge : -'e �€ ��_�"' �� - - _
- Install andseal-"till Ted pipe boots with new neoOm"erPfombtms 01ple boots
- Complete metal roofing system to be nstalled using only Premium Approved Fasteners
- Clean, remove and dispose of all roofing related debris - landfill fees are inducted
- Free upgrade to our 10 Year Platinum. Roof Protection Pion - i- , I -
• 1. Alliance Group does not provide solar panei •emoval at thiS ti-f ° Solar
removed temporarily or permanently before Start 'g
additional cost - Add,uonal 5.75 per so f-
;Is are attached to the roof system, they will need to be
a 'av ens -:f iron€lei..1scovered nu,,,g tear off w11 reSu t in
TERMS & CONDITIONS
Any alteration or deviation from above specifications will be executed only upon written and signed change order, and if
involving extra cost will become an extra charge over and above the contract price This contract constitutes the entire
agreement between the parties and there are no oral promises outside of this contract. Any prior contracts,
representation, statements, understandings, or other communications rot written into this contract are agreed to be
immaterial, and not relied upon by any partyr and do not survive the execution of this contract. This Agreement is valid
for only 14 days from date this agreement was made
Alliance Group Contracting Corp. d.b.a Alliance Group JAG) shall not be liable for failure of performance due to labor
controversies, strikes, fires, weather, an inability to obtain materials from usual sources. or any other circumstances
beyond AG's control. AG shall not be liable for any consequential damages related to the performance of the contract
work, gutters, screens, landscaping, painted surfaces, driveways, walkways. etc AG's two-year warranty is limited and
separate from any Material Manufacturers Warranties. Owner shall purchase and maintain Homeowner's Insurance
sufficient to cover the value of the structure and work at all stages of completion. Owner agrees that the property is
security for this contract per Florida Statutes 713
Owner and AG have the right to cancel this contract within three business days Beyond this time the contrast is
considered to have commenced and cannot be cancelled except by mutual written agreement of the parties If
cancelled by Owner after three days, Owner shall pay AG Twenty 120) percent of the contract price Both parties agree
that under such circumstances, damages would be difficult to calculate that said amount constitutes liquidated
damages, not a penalty, and that AG agrees to accept such as a reasonable and lust compensation for the value of
investigations, consulting services. pre -construction services, administrative services, filing fees, restocking fees, lost
opportunity, lost profit, and other damages Failure to make payment pursuant to this contract shall be considered a
breach of this contract and shall terminate all warranties and relieve AG of any contractual obligations and liabilities.
interest shall accrue from the date payment is due at the maximum rate permitted under Florida law. In the unlikely
event of a dispute, the dispute shall be brought in the courts of Saint Lune County. Florida and the party found to have
breached this contract shall reimburse the prevailing party for �ts costs and attorney's fees. If any provision of this
contract should be held to be invalid or unenforceable, such provision shall be deemed stricken and the entire
remainder of this contract shall remain in full force and effect.
If AG is unable to deliver materials due to owner's property in the way, not willing to sign waivers for access may result
in owner paying additional fee's such as trip charge and restocking fee. Owner will also be responsible for fee if AG
must move any ground drop materials that have to be relocated due to access
if owner delays project in any fashion AG will nor be held responsible for materials expiration dates and it would be the
owner's responsibility to cover all labor cost. material cost and overhead and profit for the cost of replacing and such
materials Florida Statute 489 12l does not apply as Owner agrees that AG is entitled to a longer period to obtain
the necessary permits and/or start the work than as stated in such statute
ALLIANCE GROUP .= I.- a. "I'i" - -- �y-iU' I .', ALLIANCEGROUPLLC I 1-800-822-7663
ANY CLAIMS FOR CONSTRUCTION DEFECTS ARE SUBJECT TO THE NOTICE AND CURE PROVISIONS OF
CHAPTER 548, FLORIDA STATUTES. ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW (SECTIONS
713.001-713.37. FLORIDA STATUTES), THOSE WHO WORK ON YOUR PROPERTY OR PROVIDE
MATERIALS AND SERVICES AND ARE NOT PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM
FOR PAYMENT AGAINST YOUR PROPERTY. THIS CLAIM IS K-NONVN AS A CONSTRUCTION LIEN. IF
YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUBCONTRACTORS, SUB -
SUBCONTRACTORS, OR MATERIAL SUPPLIERS, THOSE PEOPLE WHO ARE OWED MONEY MAY LOOK
TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN
FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LIEN ON
YOUR PROPERTY. THIS MEANS IF A LIEN IS FILED YOUR PROPERTY COULD BE SOLD AGAINST YOUR
WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR OR A
SUBCONTRACTOR MAY HAVE FAILED TO PAY. TO PROTECT YOURSELF, YOU SHOULD STIPULATE IN
THIS CONTRACT THAT BEFORE ANY PAYMENT IS MADE. YOUR CONTRACTOR IS REQUIRED TO
PROVIDE YOU WITH A WRITTEN RELEASE OF LIEN FROM ANY PERSON OR COMPANY THAT HAS
PROVIDED TO YOU A "NOTICE TO OWNER." FLORIDA'S CONSTRUCTION LIEN LAW IS COMPLEX, AND
IT IS RECOMMENDED THAT YOU CONSULT AN4kTTORNEN.
X OWNERS ACKNOWLEDGMENT. /�� � i�/�i1 DATE:1(/
489.126. MONIES RECEIVED BY CONTRACTORS.
11) FOR PURPOSES OF THIS SECTION. THE TERM 'CONTRACTOR' INCLUDES ALL DEFINITIONS ASSET FORTH INS 489.1050L AND ANY
PERSON PERFORMING OR CONTRACTING OR PROMISING TO PERFORM WORK DESCRIBED THEREIN, WITHOUT REGARD TO THE
LICENSURE OF THE PERSON (2) A CONTRACTOR WHO RECEIVES. AS INITIAL PAYMEN-, MONEY TOTALING MORE THAN 10 PERCENT
OF THE CONTRACT PRICE FOR REPAIR, RESTORATION. IMPROVEMENT, OR CONSTRUCTION TO RESIDENTIAL REAL PROPERTY MUST.
AI APPLY FOR PERMITS NECESSARY TO DO WORK WITHIN 30 DAYS AFTER T-17 DATE PAYMEN- IS MADE. EXCEPT WHERE THE WORK
DOES NOT REQUIRE A PERMIT UNDER THE APPLICABLE CODES AND ORDINANCES. AND (B) START THE WORK WITHIN 90 DAYS AFTER
THE DATE ALL NECESSARY PERMITS FOR WORK. IF ANY, ARE ISSUED. UNLESS THE PERSON WHO MADE THE PAYMENT AGREED, IN
WRITING TO A LONGER PERIOD TO APPLY FOR THE NECESSARY PERMITS OR START 'HE WORK OR TO LONGER PERIODS FOR BOTH
CONSTURCTION INDUSTRIES RECOVERY FUND:
PAYMENT, UP TO A LIMITED AMOUNT, MAY BE AVAILABLE FROM THE FLORIDA HOMEOWNERS CONSTRUCTION RECOVERY FUND IF YOU
LOSE MONEY ON A PROJECT PERFORMED UNDER CONTRACT, WHERE THE LOSS RESULTS FROM SPECIFIED VIOLATIONS OF FLORIDA LAW BY
A LICENSED CONTRACTOR FOR INFORMATION ABOUT THE RECOVERY FUND AND FILING A CLAIM, CONTACT THE FLORIDA CONSTRUCTION
INDUSTRY LICENSING BOARD AT THE FOLLOW ING TELEPHONE NUMBER AND ADDRESS DEPARTMENT Or BUSINESS AND PROFESSIONAL
REGULATION. CONSTRUCT ION INDUSTRIES LICENSING BOARD 1940 NORTH MONROE ST TALL.AHASSEE, FL 32399, (8501 921-6594
ALLIANCE GROUP CON-'4ACT,rdG C'�FPORATON I , . ? ALLIANCEGROUPLLC -V 1 1.800-822-7663
WOOD ADDENDUM
. _ REPLACEMENT CHART
1X REPLACEMENT
•
1X2
Pine Lumber .1 Coat of Prmler
$6.25 PER LINEAR FT
1X4
Pine Lumber .1 Coat of Praoer
$9.25 PER LINEAR FT
1X6
Pine Lumber .1 Coat of P.,me•
$9.75 PER LINEAR FT
1X8
Pine Lumber +1 Cos of P.Imer
$10.25 PER LINEAR FT
1X10
Pine Lumber +1 Cox of Pr,me•
$30.75 PER LINEAR FT
1X12
Pine Lumber +1 Cost ofOr,mer
$11.00 PER LINEAR FT
2X REPLACEMENT
2X4
Pine Lumber .1 Cast of Pr,mo
S7.25 PER LINEAR FT
2X6
Pine Lumber +1 Cos of Primer
$8.25 PER LINEAR FT
2X8
Pine Lumber .1 Coat of P.,me.
$10.75 PER LINEAR FT
2X10
Pine Lumber +1 Coat of Pmner
$10.25 PER LINEAR FT
PIIA)f N,+U
PLYWOOD :i'_ACE%IENT
1/2
CDX Plywood 4.8
$3.20 PER SCIS1
5/8
CDX Plywood 4.8
53.30 PER SQ.FT
3/4
cox Plywood 4.8
S3.40 PER SO FT
SOFFIT RE "_ACE MENT
3/8
Aluminum Soffit Vent
S10.00 PER LINEAR FT
1/2
Aluminum Soffit Vent
$10.50 PER LINEAR FT
urlvRE OIC'ABLE CONDITIONS INCI UOF BUT NOT LIAi Tel
AM., nr INA,
I I,. In,l P� 1p PC11,LJtions & I.ondltlon] M in., , onra, r a, ,lell-hT I-, I,;" -
I acknowledge that I have read and am in receipt of the attached pages