HomeMy WebLinkAbout117 Way Myrtle DrU U" CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: (a -
Documented Construction Value: $ 1500b .
Job Address: r-H-e- .fir .SA•n -02a n- J Historic District: Yes No E,
Parcel 111): I/- 0 - 3 O • -S a $" • e-,o6 a • G ?-TO Residential 54 Commercial
Type of Work: New Addition Alteration .2 Repair Demo Change of Use Move
Description of Work: c;2 4' 6 pt- M.Qt al (Da1ae, I C n , t g k S
Plan Review Contact Person: 1 Title:
Phone: s57 -L1<o l-tf3 13 Fax: Email:Lf wl , n-1 T- / D coel Property
Owner Information // Name
LL
Phone: 7 d 7- 3 22 - J-3 a%— Street:
lit/ __ ._ _ __ Resident of property? : 1 /.S City,
State Zip: . 3 2--n3 Contractor
Information Name
t-.- (y) Phone: i 7- 7 `7' 3c J Z. Street
d 0. -- Z Fax: City,
State Zip: L d-11 10 State License No.: C'GC /3 3 0 3 3 Architect/
Engineer Information Name:
City,
St, Zip: Bonding
Company: Phone:
Fax:
E-
mail: Mortgage
Len er• Address:
Address: 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
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 standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 50' Edition (2014) Florida Building Code 0 Revised:
June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws reguloi'ng construction_,and oning.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally
Produced ID Type of ID
Date
Print Contractor/Agent's Name —
Qa 15
ofFlo'hda Date
KIM HOGAN
MY COMMISSION #FF112312
EXPIRES April 13, 2018
FlorldallotaryServlce.com
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of Bldg:
Occupancy Use:
Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtures
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING:
S-rL
Revised: June 30, 2015 Permit Application
j Permit,Ntimber:
l Folio/ParcelID4:
Prepared by:
Return to: 13 Tj m o C 11,L , 1 W +1 I Z3
Lowoo<. V-- . 32-75'0 1109!
11 HN ME 1101 H111 111111111 11ARYANt-
IE HORSEY SEMINOLE COUhlTY CLERK
OF CIRCUIT COURT & C:OMF'TROLLER BK
3607 F'3 241 (11`9 ) CLERV.
x 2015141163 RECORDED
12/30!2015 :11:47:33 All RE.
C:ORDIhdG FEES $10.00 RECORDED
BY hdevore NOTICE
OF COMMENCEMENT State
of Florida, County of Orange 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. 1.
Description of property (legal description of the properly, and street address if available) 2.
General description of improvement - 6
R 6 U.21r' <1j rrx c ,R. 3. Owner
information or Lessee information if the Less contracted for the improvement Name d
C, t %- Address I
2 Interest in
Property 6 Name and
address fee simple titleholder (if different from Owner listed above) Name Address
4.
Contractoc—
Name ( Telephone
Number Address 5.
Surety (
if applicable, a of the payment bon is attac e co NameTelephone
Number Address Amount
of Bond $ 6. Lender
Name Telephone
Number Address 7.
Persons
within the State of Florida designated by Owner upon whom notices or other documents may be served
as pro •ded by §713.13(1)(a)7, Florida Statutes, Name Telephone'
Number Address 8.
In
addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as
provided in §713.13(1)(b), Florida Statutes. Name Telephone
Number Address 9.
Expiration
da a of notice of commencement (the expiration date may not be before the completion of construction and
final payment to the contractor, but will be 1 year from the date of recording unless a different date
is specified) l WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN
YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT,MUST BE • RECqRE1PQ AND
POSTVD ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WIT f
Y UR ENDER t ri AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of
Owner or Lessee, or Owner's r Lessee's Authorized Off icer/Director/Partner/Manager Signatory's Title/Office The foregoing
instrument was acknowledged before me this day of L by 82n: d month/yea/
name of person—Q as / for
Type of
authority,, 1e.g., officer, trustee, attorney in fact Name of party on behalf of whom instrument was executed O Signature
of
Notary P li State of Florida Print, type, or stamp commiss on d name of Notary Public Personally Known.,,,
OR Produced ID Type of
ID OF THE
CIRCUI COU ND y ; d DEC 3
0 Z01 • MPTROLLE i`•, 5 INO
F OU T1 F RIDA ........t``a 407) 398-
01.53 BY DEPUiYCLERK
KIM HOGAN
MY COMMISSION #
FF112312 EXPIRES Aprll
13, 2018
SCPA Parcel View: 11 -20-3 0-508-0000-0250 Page 1 of 2
p—ldJorxi3orr,Cf,4 Property Record Card
PRpPpy Parcel: 11-20-30-508-0000-0250
APPRA[5ER Owner: MC KNIGHT RONALD A & SONIA A
SElrlvaOLECx7UNTY Property Address: 117 WAX MYRTLE DR SANFORD, FL 32773-5641
Parcel: 11-20-30-508-0000-0250
Property Address: 117 WAX MYRTLE DR
Owner. MC KNIGHT RONALD A & SONIA A
Mailing: 117 WAX MYRTLE DR
SANFORD,FL32773-5641
Subdivision Name: HIDDEN LAKE PH 3 UNIT 4
Tax District: Sl-SANFORD
Exemptions: 00-HOMESTEAD (1994)
DOR Use Code: 01-SINGLE FAMILY
Value Summary
2016 Working 2015 Certified
Values Values
Valuation Melted
Number
Cost/MarkLt CoWMarket
of Buildings 1 1
Depreciated Bldg Value $64,300 $62,218
Depreciated EXFT Value- $$Wu — ---- $800 -
Land Value (Market)' 18 000 — ;18,OD0
Land Value Ag
Just/Market Value
831100 $81,018
PortabilityAdj I
Save
Our Homes Adj 15,039 $13,497 Amendment
1 Adj Assessed
Value i -
68,
061 , $67,521 Tax
Amount wtdxxk SOH: $827.50 2015
Tax Bill Amount $646.32 Tax
Estimator Save
Our Homes Savings: $181.18 Does
NOT INCLUDE Non Ad Vaimm Assessments Legal
Description LOT
25 HIDDEN
LAKE PH 3 UNIT PB28PGS1&
2 Taxes
Taxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund $68,061 Sdrools - - $
68,061 r City
Sanford $68,061 SIWM(
Saint3ohns Water Management) $68,061 43,
061 25,
0D0 + - 43,
061 43,
061 25,
000 43,
061 25,
000 25,
WO County
Bonds 68,061 ! 43,061 25,000 Sales
Description
Date Book Page Amount Qualified Vac/Imp WARRANTY
DEED 2/1/1984 j 01522 1276 51,800 Yes Improved Find
Comparable Sales within this Subdivision Land
Method
Frontage I Depth Units Units Price Land value LOT
0 0 1 $18,000.001 $18,000 Building
Information tDescription
Year Built ActuaVEffective
FbRures Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages 1 '
SINGLE 1984 6 1,214 ; 1,478 1,214 CONC $64,300 { $74,768 FAMILY
BLOCK DescriptionArea GARAGE
FINISHED
264
http://
www.scpafl.org/ParcelDetaiUnfo.aspx?PID=l 1203050800000250 12/14/2015
POWER OF ATTORNEY
Date: 1/- 3y - Z6/s— I
hereby name and Of ,/
l, t aru ctc.., o-,/ to be my lawful attorney In
fact to act for me and apply to the S Building
Department for a Co (: kln permit For
work to be performed at a location described as: Section
Township Range Lot Block Subdivision
Vkt CAJ&=C: L..-16_, 7
W4x A4 Id-Ac. Lin -Sq-h Vx-J Owner
of Property and Address) and
to sign my name and do all things necessary to this appointment. Type
or Print Na of Register or C riofitracttr
and
Contractor's License Number Signature
f R r o ertifie ontractor The
foregoing instrument was acknowledged before me this // day of rnGerof 20_ j- Bys&
V - l'i0 Who
i produced As
identification and who did not take oath. State
of Florida County
of MATTHEW
R MORGIONI` MY
COMMISSION # FF897624 I 3 ,,,..
EXPIRES July 09, 2019 Ot
398-0153 F1oMaN.ray8ervice.cxr Seal
Category/ Subcategory Manufacturer Product
Descri tion(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
UnderIay-ments -
Roofing Fasteners
Nonstructural
Metal Roofing 6,W1f g
6A 6
roo y Z Wood
Shakes and Shingles
Roofing
tiles Roofing
Insulation
Waterproofing
Built
up roofing System
Modified
Bitumen_ Single
Ply Roof Systems
Roofing
slate Cements/
Adhesives /
Coating
Liquid
Applied Roofing
Systems Roof
Tile adhesive
Spray
Applied Polyurethane
Roofing
E.
P.S. Roof Panels
Roof
Vents Other
June
2014
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Sig
Applicant's Name
Please Print)
June 2014
Florida Building Code Online
RECORD COPY
Page 1 of 4
r: 'f4''i'u{I; `Y n pr?'Sy.;iy,do'r",y`r'ui" I` r'""E_f:":"r..:`u ec"'2d; i• _. , t%-
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r kp}•(F. ..^ v $ yb
BCIs Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Pub9cations FBC Staff BaS Site Mau Links search
Busing(,,-', Product ApprovalQOProfessinalUSEWPubkUser
Reoui. for
aEMSECCEMProduct Approval Menu > Product or Aool'Katlon Search > Application fist > Applkation Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
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Address/Phone/Email
Authorized Signature
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Address/Phone/Email
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Address/Phone/Email
Category
Subcategory
Compliance Method
FL4595-R3
Revision
2014
Approved
Tri County Metals
301 SE 16th Street
Trenton, FL 32693
352) 463-8400
fivaiidation@yahoo.com
REVIEWED FoR cODE COMPWWCE
PLANS EXAMINER
DATE
Chris Weatherilt SANFORD BUILDING DIVISION
flvalidation@yahoo.com
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLATIONS OF THIS CODE
Roofing
Metal Roofing
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Terrence E. Wolfe
the Evaluation Report
Florida License PE-44923 C 2
Quality Assurance Entity Keystone Certifications, Inc. V J
Quality Assurance Contract Expiration Date 06/02/2024
Validated By Locke Bowden
Checklist - Hardcopy
ReceivedCertificate9\)
NLDI/V,
Validation
of Independence FL4595 R3 COI Letter of Certification - Secured.odf
Referenced Standard and Year (of Standard) Standard Year
FM 4471 1992
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 04/10/2015
Date Validated 04/20/2015
Date Pending FBC Approval 04/22/2015
Date Approved 06/22/2015
FL # Model, Number or Name Description
4595.1 5V Crimp Min. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure; +N/A/-101.OPSF
Other. -78.5 psf @ 16" o.c. Fastener Spacing. -101.0 psf
16" o.c. Fastener Spacing. Install per manufacturers details.
Not for use in HVHZ Zones.
Installation Instructions
FL4595 R3 II 26 Ga 5V Crimp Panel over Plywood -
Secured.odf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL_4.595 R3 AE 26 Ga. 5V Crimp Panel over Plywood
Independent Third Party: Yes
4595.2 5V Crimp Min. 26 Ga. 5V Crimp Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
FL4595 R3 II 26 Ga. 5V Crimo Panel over 1x4 -
Secured.odf
Impact Resistant: N/A
Design Pressure: +N/A/-101.OPSF
Other: -78.5 psf 0 16" o.c. Fastener Spacing. -1O1.0 psf @
16" o.c. Fastener Sparing. Install per manufacturers details.
Not for use in HVHZ Zones.
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL4595 R3 AE 26 Ga 5V Crimp Panel over 1x4 -
Secured.Ddf
Created by Independent Third Party: Yes
4595.3 PBR Min. 26 Ga. PBR Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4595 R3 II 26 Ga PBR Panel over Plywood -
Approved for use outside HVHZ: Yes Secured.Ddf
Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-93.5 PSF Created by Independent Third Party: Yes
Other: -63.5 psf @ 24" o.c. Fastener Spacing. -93.5 psf @ Evaluation Reports
24" o.c. Fastener Spacing. Install per manufacturers details. FL4595 R3 AE 26 Ga PBR Panel over Plywood -
Not for use in HVHZ Zones. Secured.Ddf
Created by Independent Third Party: Yes
4595.4 PBR Min. 26 Ga. PBR Roof Panel over 1x4 Wood Purlins over
15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-78.5 PSF
Other: -71.0 psf 0 24" o.c. Fastener Spacing. -78.5 psf @
24" o.c. Install per manufacturers details. Not for use in
HVHZ Zones.
FL4595 R3 II 26 Ga PBR Panel over 1x4 - Secured ndf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL4595 R3 AE 26 Ga PBR Panel over 1x4 - Secured odf
Created by Independent Third Party: Yes
4595.5 TCM-Lok Min. 26 Ga. TCM-Lok Roof Panel over 15/32" Plywood
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-52.5 PSF
Other: -52.5 psf 0 5 1/4" o.c. Fastener Spacing. Install per
manufacturers details. Not for use in HVHZ Zones.
Installation Instructions
FL4595 R3 II 26 Da. TCM-Lok Eval Report - Secured.pdf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL4595 R3 AE 26 as TCM Lok Fval Report r d odf
Created by Independent Third Party: Yes
4595.6 TCM-Lok Min. 24 Ga. TCM-Lok Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-116.OPSF
Other: -116.0 psf @ 5 1/4" o.c. Install per manufacturers
details. Not for use in HVHZ Zones.
FL4595 R3 II 24 Ga TCM-Lok Evai Reoort 5 cured odf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL4595 R3 AE 24 Ga. TCM-Lok Eval Report - Secured odf
Created by Independent Third Party: Yes
14595.7 I Ultra -Rib 1 26 Ga. Ultra -Rib Roof Panel over 15/32" Plywood
Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-146.OPSF
Other: -86.8 psf @ 24" o.c. fastener spacing. -146.0 psf @
12' o.c. fastener spacing. Install per manufacturers
installation details. Not for use in HVHZ Zones.
Page 3 of 4
Installation Instructions
FL4595 R3 II 26 Ga. Ultra -Rib Panel over Plywood
secured.ndf
Verified By: Terrence E. Wolfe, P.E. 44923
Created by Independent Third Party: Yes
Evaluation Reports
FL4595 R3 AE 26 Ga. Ultra -Rib Panel over Plywood
secured.odf
Created by Independent Third Party: Yes
4595.8 Ultra -Rib 29 Ga. Ultra -Rib Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL4595 R3 II 29 Ga. Ultra -Rib Panel over Plywood
secured.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-146.OPSF Created by Independent Third Party: Yes
Other: -84.3 psf @ 24"o.c.fastener spacing. -146.0 psf @ Evaluation Reports
12' o.c. fastener spacing. Install per manufacturers FL4595 R3 AE 29 Ga. Ultra -Rib Panel over Plywood
secured.odfInstallationdetails. Not for use In HVHZ Zones.
Created by Independent Third Party: Yes
4595.9 Ultra -Rib 29 Ga. Ultra Rib, 36" wide, over 1x4 Wood Purlins over
15/32" Plywood
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL4595 R3 II 29 Ga. Rlb Panel over 1x4 secured.odf
Verified By: Terrence E. Wolfe, P.E. 44923ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-138.5PSF Evaluation Reports
other: -93.5 psf @ 24" o.c. fastener spacing. -138.5 psf @ FL4595 R3 AE 29 Ga. Rib Panel over 1x4 secured.odf
Created by Independent Third Party: Yes24" o.c. fastener spacing. Install per manufacturers details.
Not for use in HVHZ Zones.
4595.10 Ultra -Rib 29 Ga. Ultra Rib, 36" wide, over 1x4 Wood Purlins over
15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4595 R3 II 29 Ga. Rib Panel over 1x4 with shingles
secured.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-86.OPSF Created by Independent Third Party: Yes
Other: -78.5 psf @ 24" o.c. fastener spacing. -86.0 psf @ Evaluation Reports
24" o.c. fastener spacing. Install per manufactuers details. FL4595 R3 AE 29 Ga. Rib Panel over 1x4 with shinales
secured.odfNotforuseinHVHZZones.
Created by Independent Third Party: Yes
4595.11 Ultra -Rib 29 Ga. Ultra -Rib Roof Panel over 7/16" OSB
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4595 R3 II 29 Ga. Ultra -Rib Panel over OSB secured.odf
Verified By: Terrence E. Wolfe, P.E. 44923ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-123.5PSF Evaluation Reports
Other: Type #1: -41.7 psf @ 24" o.c. Type #2: -123.5 psf FL4595 R3 AE 29 Ga. Ultra -Rib Panel over OSB
@ 12' o.c. Install per manufacturers details. Not for use in secured.odf
HVHZ Zones. I Created by Independent Third Party: Yes
4595.12 Ultra -Rib 29 Ga. Ultra -Rib Roof Panel over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4595 R3 iI 29 Ga. Ultra -Rib Panel over Plywood with
shingles Secured.odfApprovedforuseoutsideHVHZ: Yes
Impact Resistant, N/A Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes
Other. Type #1 -63.5 psf @ 24" o.c. Type #2 - 101.0 psf Evaluation Reports
@ 24" o.c. Install per manufacturers details. Not for use In FL4595 R3 AE 29 Ga. Ultra -Rib Panel over Plywood with
shingles Secured.odfHVHZZones.
Created by Independent Third Party: Yes
4595.13 Ultra -Rib 29 Ga. Ultra -Rib Roof Panel over 10 Wood Purlins over
15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL4595 R3 II 29 Ga. Ultra Rib Panel over 1x4 with
Approved for use outside HVHZ: Yes shingles secured.odf
Impact Resistant: N/A Verified By: Terrence E. Wolfe, P.E. 44923
Design Pressure: +N/A/-131.OPSF Created by Independent Third Party: Yes
Other. -52.5 psf @ 24" o.c. -131.0 psf @ 6" o.c. Install per Evaluation Reports
manufacturers details. Not for use in HVHZ Zones. FL4595 R3 AE 29 Ga. Ultra Rib Panel over 1x4 with
shinales secured.odf
Created by Independent Third Party: Yes
Back Next
Force Engineering & Testing Inc.
19530 Ramblcwood Drive
Humble,TX 77338
Product Evaluation Report
TRI COUNTY METALS
29 Go. Ultra -Rib Roof Panel over 15132" Plywood
Florida Product Approval # 4595.12 R3
Florida Building Code 2014
Per Rule 61620-3
Method: I -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61620-3.00S(1)(d)
NON HVHZ
Product Manufacture
Tri County Metals
301 SE le Street
Trenton, Florida 32693
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID: 1920
Validato
Locke Bowden, P.E., FL #49704
9450 Alysbury Place
Montgomery, AL 36117
Coaten§;
Evaluation Report Pages 1 - 4
C E. F_
C E 14 A
10
J
STATE OF
44
T 4V
ODA. '41
am=
It ORAL
FT_# 4595.12 R3 April 9, 2015
Force Engineering & Testing Inc.
19530 Ramblewood Dric
Humblc,TX 77338
CompHanceStatement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2,1504.7.
Product Description: Ultra -Rib Roof Panel, Min. 29 Ga. Steel, 36" Wide, through fastened roof panel
over one layer of asphalt shingles (optional) over 15/32" APA Plywood decking.
Non -Structural Application.
Panel Material/Standards: Material: Minimum 29 Ga. Steel conforming to Florida Building Code 2014
Section 1507.4.3.
Yield Strength: Min. 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.0165" min.
Width: 36" maximum coverage
Rib Height: V" major rib at 9" O.C.
Panel Fastener: #9-15 x 1-1/2" HWH Woodgrip with sealing washing or approved equal
X" minimum penetration through plywood
Corrosion Resistance: Per Florida Building Code 2014, Section 1506.6,1507.4.4
Substrate Description: One layer of asphalt shingles/felt paper (optional) over minimum 15/32" thick,
APA Rated plywood over supports at maximum 24" O.C. Design of plywood and
plywood supports are outside the scope of this evaluation. Substrate must• be
designed in accordance w/ Florida Building Code 2014.
Design Uplift Pressures:
Table "A"
Maximum Total Uplift design Pressure: 63.5 psf 101.0 psf
Fastener Pattern Type: 1 2
Fastener Pattern: 9"-9"-9"-9" 6"-3"-6"-3"-6"-3"-6"
Fastener Spacing: 24" O.C. 24" O.C.
Design Pressure includes a Safety Factor= 2.0.
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Force Engineering & Testing Inc.
19530 Rambles ood Drivc
Humble,TX 77338
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2014, Section 1504.3.2,1504.7.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014, as relates to Rule 61G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
UL 580-06 - Test for Uplift Resistance of Roof Assemblies
UL 1897-04 - Uplift Test for Roof Covering Systems
FM 4471-92 - Foot Traffic Resistance Test.
Reference Data: 1. UL 580-06 / 1897-04 Uplift Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No.136-0099T-14A, B
2. FM 4471-10, Section 4.4 Foot Traffic Resistance Test
Force Engineering & Testing, Inc. (FBC Organization # TST-5328)
Report No.136-0027T-12C
3. Certificate of Independence
By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc.
FBC Organization # ANE ID:1920)
Test Standard Equivalency: The FM 4471-10, Foot Traffic Resistance test standard is equivalent to the
FM 4471-92, Foot Traffic Resistance test standard
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved
quality assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including Section
1507.4.2 and in accordance with Manufacturers recommendations. For slopes
less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per manufacturer's recommended details.
Underiayment: Per Manufacturer's installation guidelines per Florida Building Code 2014.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
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FU 4595.12 R3
April 9, 2015
Force Engineering & Testing Inc.
19530 Rambiewood Drive
Huinble,TX 77338
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2014 for roof cladding
wind loads. These component wind loads for roof cladding are compared to the
allowable pressure listed above. The design professional shall select the
appropriate erection details to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2014
Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading.
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FU 4595.12 R3
April 9, 2015
MINIMUM 29 GA. ULTRA -RIB PANEL
TYPE # 1 FASTENER PATTERN AT 24" O.C.
36" PANEL COVERAGE
9' 9' 9' 9'
9-15 x 1-1/2' WOODGRIP HWH V/ WASHER
ONE LAYER OF SHINGLES OVER ONE LAYER OF 30# FELT (OPTIONAL)
OVER MINIMUM 15/32' PLYWOOD
MINIMUM 29 GA. ULTRA -RIB PANEL
TYPE #2 FASTENER PATTERN AT 24" O.C.
36' PANEL COVERAGE
6' 3' 6' 3' _ 6' 3" 6'
oprrnNUm TAPE W&
FOR USE 04 SLOM
MS TOM 31.12
CONRADA TAPE SEA.
FOR USE ON SLOPES
LESS M 3:12
9-15 x 1-1/2' WOODGRIP HWH W/ WASHER -'
01111648206,
ONE LAYER OF SHINGLES OVER ONE LAYER OF 30M FELT (OPTIONAL)
OVER MINIMUM 15/32' PLYWOOD+e VV°••,•••'•Y o®+
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APR 092015
ROOFING COMPONENT APPROVAL
Roofing
Underlayment
Polypropylene
SCOPE:
This acceptance is for REX SynFelt, REXtreme, and TECHNOply Roof Underlayment as manufactured by Alpha
ProTech Engineered Products, as described in this Notice of Acceptance, for use with approved prepared roof
assemblies.
TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT:
Test
SpeciF a ionEmdadpfteasions
REX SynFelt 48" x 250' ASTM D 226
rolls Type II
REXtreme 48" x 250' ASTNI D 226
rolls Type II
TECHNOpIy 48" x 250' ASTM D 226
rolls Type ii
MANUFACTURING LOCATit}'i
Product
Woven polypropylene coated with a layer of
L'V stabilized polypropylene on both sides.
Woven polypropylene coated with a layer of
ITV stabilized polypropylene on both sides.
Woven polypropylene coated with a layer of
LIV' stabilized polypropylene on both sides.
y.- .-r v t -,
MD : Machine Direction CD - Cross Direction
Test data is based on an average taken over several production runs and should not be consideredorinterpretedasminimumormaximumvalues. Values are typical data and not limitingspecifications. All vahues ± 1 o%.
RhinoRoof U20 Building Codes
Meets ASTM D4869 & D22-6 'types 1 & It
Class A Fire - ASTM E108 (as part of a system)
Contributes to LEED® points
Texas Department of Insurance
Florida Building Code Approved * FL 15216
Warnock Hersey
CAN/CSA A 123.3
MENU
tnterWrap
7818 - 1177 West Host/ggs ,Street
vancowrer Sr- Canada &F 2K3
TO// Free- 1-800-567-9727
Telephone. 1-778-945-2888
Fax: 1-604-696-5518
Copyright 2014
file.///C:/Zlsers/i imsiAppDatwLocaLr'Ternp,6EMH8OQZ.htm
412312015
1(we) hereby contract with you, the Contractor, for the following work
unt,:
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orC61:", r: M
J\A i d Florida Exteriors, Inc
1065 timb'c-u6h*'W*a:'Yz-'#'1'23-L(iri'g"W- 668 .:FL--- 32150- V. 136-1, 2.06-
407-:94 Pat4,3532
To furnish all nq, ments,-a,icii&din4to theWahthiptoln§,
dMe# m!""ip 0follow: I an I Onpft p CnDea:..
Owners Name Phone qo
LJobAddrepp
Description, Of Workand, Materials
Remove -eiCisting tdbfihg-inaielr'ia'l,"
gerppve and -replace rg.#qn wood where.oqqM d-necessar yby contractor,
Remove replace.and discard existing skylights
9 -.--
Remove all ridge and attic roof vents from surface and re -deck open space
Cover entire r9of,pree 1, F.-
Cover entire roof with quality Galvalume or Aluminum metal roofing
nt. nftalld-ridke.vb .460'rid
Install extended eave trim and gable,trim around'Ooidyd t"kir--of roof
Instaff.new.boo sJor..,all pq6etrp#. 95.thr.qqgbyoof, 00 .
Obtain all necessary building permits
Clean up and remove all construction debris from home
Ve' ,-1ifetirne warranty on all labor
Factory 40 yr warranty on paint and 25 yr on materials
tCONTRACTOR'S GUARANTEE: contractor guarantees all material and workh W. an will replace faulty.material or faulty workmanshipV.
A
V
O L15 - -
Buyer : DateAgentC) I yzfil' Date Co -Buyer Date
YOU, ER), MAY CANCEL THIS TRANSACTION AT ANYTIME PRIOR TO MIDNIGHT OF THE
THIRD USINESS DAY AFTER THE DATE OF THIS TRANSACTION.
Florida Contractors License CCC 1330338
CITY OF SA' NFORD-BUILDING SERVICES
Residential Re -Roof
Hurricane Mitigation Inspection Affidavit
Permit #: 16 —/ b 3
hereby acknowledge that I personally inspected
Roof deck nailing and/or U-Secondary water barrier work
at / 7 W -x
t
a-1.Q and have determined that the work
Job Site Address)
was done according to the Hurricane Mitigation Retrofit Manual. (based on 553.844 F.S.)
I certify that my statements herein are true and accurate to the best of my belief and that I fully
understand that making any false statements in writing with the intent to mislead a public servant in the
performance of her official duty shall constitute a misdemeanor of the second degree pursuant to
Section 837.06 NS. , t S
i Date C
06 C. 133033c y —`-
Printed Narne of Contractor —' License
Type: General Building Residential S<Roofing Contractor or
any individual certified in accordance with F.S. 468 to make such an inspection. I
STATE
OF FLORIDA COUNTY OF — SeMle 0 I - Sworn
to or affirmed) and subscribed before me this day of C, t, , 201, by r16:
Ap fao I I L4 who is XPersonally Known to me or has Produced (type of identification)
as identification. SEAL)
Signature
of Notary PtUic State
of Florida 0.
Print/
Type/Stamp NaAie Nxixlx .
of
Notary Public K1M:April
AN
MY
COMMFF112312 EXPIRES3,
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