HomeMy WebLinkAbout1806 S Magnolia AveEEI"°; ; CITY OF SANFORD
1 BUILDING & FIRE PREVENTION
FEB 1 0 2016 PERMIT APPLICATION
F D
gY• Application No:
p CJ
Documented Construction Value: $ _ 3000
Job Addre
Parcel ID:
Type of Work: New
Description of Work:
Alteration
Historic District: Yes No S,
Residential Commercial
air Demo Change of Use Move_
Or V -211— 5A14
Plan Review Contact Person: Le L fe ' Title: 641 n -2 d'
7Phone: D - /off- Fax: U-o)6'3 a Gf Email: CG G/ 157-7
Property Owner Information
Name 0 k? 15;7 P Phone:
Street:44 I O r ,/ Resident of property?':':
City, State Zip: T a
Contractor Information •, ::::.
Name Phone:
Street: Fax:
City, State Zip: State License No.:
Arch itectlEngineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company: Mortgage Lender:
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: 5" Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application 1171
6'
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;bther 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 requ ir`ements 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 regulating construction and zoning.
a/D /// /
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of F
ON
Dal
U le
FF.A4Y COMMAS ION If FF 17864fs*;
2019
a PdRhNNo Pry Undeters
Owner/Agent is Personally Known to Me or
Produced ID Type of ID F L-
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
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: u.
Revised: June 30, 2015 Permit Application
C
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of
the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
I understand that building permits are not required to be signed by a property owner unless he or she is
responsible for the construction and is not hiring a licensed contractor to assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record- on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the posts do not exceed $75,000. The building or
residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in I year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. 1, as an owner -builder, may be held liable and subjected to serious financial risk for any
i juries sustained by an unlicensed person or his or her employees while working on my property. My
eowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-
uilder and am aware of the limits of my insurance coverage for injuries to workers on my property.
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tag and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
r
G
0
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
abide by all applicable laws and requirements that govern owner -builders as well as employers. I also
understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of the
formation that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injured while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property 148 061;1 .Sam
I, / 1 1P_ 157 e c ce , V l o eq L ( f r , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
ennrMinne enPCIf1PA ahmrp
ate
Form of Identification Z- (4190 S-2
Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
SCPA Parcel View: 36-19-30-509-0I00-0060 Page 1 of 2
David JOhnvon, CFA Property Record Card
PROPERTY Parcel: 36-19-30-509-0I00-0060
A PRMSER Owner: LESTER REBECCA D
SeAlNOL6COUNTY,Ft.ORIOA Property Address: 1806 S MAGNOLIA AVE SANFORD, FL 32771-3843
Parcel:36-19-30-509-0100-0060 1
Property Address: 1806 S MAGNOLIA AVE
Owner: LESTER REBECCA D
Mailing: 1806 S MAGNOLIA AVE
SANFORD, FL 32771-3843
Subdivision Name: MARKHAM PARK HEIGHTS
Tax District: Sl-SANFORD
Exemptions: 00-HOMESTEAD (2015)
DOR Use Code: 01-SINGLE FAMILY
Value Summary
2016 Working
Values
2015 Certii
Values
Valuation Method Cost/Market Cost/Markf
Number of Buildings 1 1
Depreciated Bldg Value 85,489 84,823
Depreciated EXFT Value 10,400 10,400
Land Value (Market) 26,772 26,772
Land Value Ag
Just/Market Value
122,661 121,995
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj
Assessed Value 122,661 121,995
Tax Amount without SOH: $1,
7 2015 Tax Bill Amount $1,
Tax Estimator
Save Our Homes Savings:
Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOTS 6+7BLKI
MARKHAM PARK HEIGHTS
PB 1 PG 78
Taxes
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 122,661 50,000
Schools 122,661 25,000
City Sanford 122,661 50,000
SJWM(Saint Johns Water Management) 122,661 50,000
County Bonds 122,661 50,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 12/1/2015 08604 1677 100 No Improved
WARRANTY DEED
WARRANTY DEED
4/1/2014
9/1/2005
08244
05947
1880
0920
140,000
250,000
Yes
Yes
Improved
Improved
WARRANTY DEED 5/1/2000 03857 1501 132,800 Yes Improved
http://www.scpafl.org/ParcelDetailInfo.aspx?PID=3619305090IO00060 2/10/2016
e
Page 1 of 2
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FU DeparMtd BCIS Home Log In I User Registration Hot Topics I Submit Surcharge Slats & Facts Publications I FBC Staff BCIS Site Map Links I Search
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Aooroval Menu > Product or Application Search > Application List > Application Detail FL #
FL8347-113 REVIEWED MR CODE COMPLIANCE Application
Type Revision T Code
Version 2014 PLANS EXAMINER Application
Status Approved 2 - I$ - 1 - DATE
Comments
Archived
107 Product
Manufacturer Mid Florida Metal Roofing Supply/Supplies, Inc. Address/
Phone/Email 28328 County Road 561 Tavares,
FL 32778 352)
742-7070 Flvalidation@Yahoo.
com `LDIN Authorized
Signature Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Subcategory
Compliance
Method Florida
Engineer or Architect Name who developed the
Evaluation Report Florida
License Quality
Assurance Entity Quality
Assurance Contract Expiration Date Validated
By Certificate
of Independence Referenced
Standard and Year (of Standard) Equivalence
of Product Standards Certified
By Sections
from the Code Product
Approval Method USANFORD
AmyHoncFlvalidation@yahoo.
com Structural
Components Structural
Wall Evaluation
Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Locke
Bowden PE-
49704 Keystone
Certifications, Inc. 11/
30/2016 Zachary
R. Priest, P.E. 10
Validation Checklist - Hardcopy Received FL8347
R3 COI Mid Florida Wall ss.pdf SANFORD
BUILDING DIVISION 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 1709.
2 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 Method
2 Option B 2/
18/2016
Page 2 of 2
Date Submitted 04/17/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/04/2015
Date Approved 06/23/2015
Summary of Products
FL # Modei, Number or Name Description
8347.1 PER Panel 26 Ga PBR Wall Panel over open framing Non HVHZ
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL8347 R3 II Mid Florida Panel Details -Structural Roof and
Wall Details-Final.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Verified By: Locke Bowden, P.E. 49704
Design Pressure: +60.OPSF/-42.5PSF Created by Independent Third Party: Yes
Other: +60.0 psf/-42.5 psf 5'-0" o.c. fastener spacing. Evaluation Reports
Panel is thru-fastened structural wall panel -install over open FL8347 R3 AE Mid Florida Wall ss.odf
framing in accordance with FBC 2014. Engineer must Created by Independent Third Party: Yes
evaluate the panel attachment to substrate for fastener
pullout/pullover per AISI Specifications. The use of this
panel for shear wall application is outside the scope of this
product approval. Non-HVHZ
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have 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 If
they have one. The emalls provided may be used for official 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 available to the public. To determine If you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
PIRW eCheck
2/18/2016
Mid Florida Metal Roofing Supply Details-Non-HVHZ-Structural Roof Deck and Wall
PBR Panel 26GA over 16GA steel framing -Roof and Wall -Non HVHZ
Corrosion resistant*,#12-14 HWH SD with sealing washer or approved equal at
12"-12"-12" fastener pattern for interior supports
Panel side laps fastened with X-14 x 7/8" TCP 1 with sealing washer at 20" o.c.
Fastening pattern for panel ends 7"-5-7"-5"7
Continuous tape seal slopes less than 3:12
Coverage Area: 36"
Master Rib: 12"on center - Rib Height:1-1/4"
z11/10
12-0
360
Ag RIB min. 29GA-Non HVHZ
1A-Minimum, No 2. Southern Pine (Designed by others); Fastener embedment into wood purlins no less than Y,,"
Corrosion resistant: #1'2-8 x V HWH Woo
HWH
XG self -drilling screws with min. Yz" sealing washers at supports. Panel side laps shall be
through fastened with #1/4-14 x 7/8" HWH self -drilling screws with self-sealing washers at max -12" o.c.
2:12 or greater; Slopes less than 3:12 shall follow FBC 2014 Section 1507.4.2 for sealing panel laps
Coverage area: 36'
Master Rib: 9"on center - Rib Height 3M
14 9,
360 --*i
vLocke Bowden, P.E. Mid Florida Metal Roofing Supply, Inc., FL 8347
9450 Alysbury Place 28328 County Road 561
Montgomery, AL 36117 Tavares Florida 32-778
Quality Assurance Program: Keystone Certifications Category: Structural Components Sub-tategory:•Structural Wall
Code: FBC 2014 5th ed.; Method'2-B°Sections:1709.2
D— n U IiftPressure* Fasteners
1
DescNpuon
PBR 26GA Wall
Substrate
166A steel framing
B P
42.5 psf fastening 1-1/4" tall rib Corrosion resistant:, °
36" width pattern 12"-12""- at 12" o.c. 12-14 HWH SD with sealing washer
80 ksi Structural 12"@5'-0'o.c. or approved equal at 12"-12"-12""
Non-HVHZ Designed in compliance fastener pattern for interior supports
Panel side laps -fastened with''/,-14 x 7/8"
with FBC 2014 60 psf fastening
pattern 12"-12"-12" TCP 1 with sealing washer at 20" o.c.
@ 5'-0" Fastening pattern for panel ends 7"-5-7"-
5"-7"
Use Lap Sealant for slopes less than 3:12
Design Pressures includes safety factor-2.0
References
Entity Report # Standard 'Year
Force Engineering 4 Testing (TST-5328). #194-0338T-06A,B ASTNI E 1592-M (20051)
1. ASTM E 1592-01 test standards are equivalent -to ASTM E1592-05.
Limitations:
1. Underlayment to be compliance with current Florida Building'Code.
2. Minimum slope to be in compliance with Florida Building Code 2014, and in accordance with Manufacturer's
installation reference.
3. Products are compliant for State,of Florida product approval per Rule, 61G20-3
4. Compliance Method: 1-1)
S. Fire classification is not part of this acceptance.
6. Shear diaphragm values are outside,this report.
7. All support framing to be in compliance with Florida Building Code 2014, Chapter 22 Steel, Chapter 23 Wood and
Chapter 16 Structural Loading.
8. Engineer must evaluate the wall panel attachment to. substrate for fastener pullout/pullover per AISI
Specifications.
9. This report does not. -imply warranty, installation, recommended. product use outside of this report.
Compliance Statement: These products herein evaluated by Locke. Bowden, P.E. have demonstrated compliance with
the Florida Building Code 2014 with referenced documents submitted.
Certificate of Independence
Locke Bowden,. P.E. does not have; not will acquire a financial interest in any company manufacturing or distributing
products under this evaluation.
Locke Bowden, P.E. is .not owned, operated or controlled by any company manufacturing or distributing ',products underQ171;r7ti
this report, a p, $(jr>
EIV
Ida Reg. No: 970 Myr
41
OJZZOIVA
6
Page 1 of 2
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Uckl DepdrMtd BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links Search
Busines .,
Professi -al Pro CtAUProval
Regulation
Product Approval Menu > Product or ApDlication Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
FL8319-R3
Revision
2014
Approved
C.
Mid Florida Metal Roofing Supply/Supplies, Inc.
28328 County Road 561
Tavares, FL 32778
352) 742-7070
flvalidation@yahoo.com ;\P'0ING
Amy Honc r-ORD
flvalidation@yahoo.comr7
SApv
A O aI
1b"
7
Structural Components
Roof Deck
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Locke Bowden
PE-49704
Keystone Certifications, Inc.
11/30/2016
Zachary R. Priest, P.E.
0 Validation Checklist - Hardcopy Received
FL8319 R3 COI FL 8319 Mid FL Rot -Final 4-29.Ddf
Standard Year
ASTM E 1592 2005
FM 4471 1992
Method 1 Option D
2/18/2016
Page 2 of 2
Date Submitted 04/17/2015
Date Validated 05/01/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/23/2015
Summary of Products
FL # Model, Number or Name Description
8319.1 Ag Rib 29GA over 1x4-Minimum No 2. Southern Pine
Limits of Use Installation Instructions
Approved for use In HVHZ: No FL8319 R3 II Mid Florida Panel Details -Structural Roof and
Wall Details-Final.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Verified By: Locke Bowden, P.E. 49704
Design Pressure: +na/-105psf Created by Independent Third Party: Yes
Other:-105psf at 24"o.c. spacing 1x4 - Minimum No 2. Evaluation Reports
Southern Pine (Designed by others); Limitations Non-HVHZ. FL8319 R3 AE FL 8319 Mid FL Final-ss.Ddf
Design Engineer must evaluate the panel attachment to Created by Independent Third Party: Yes
substrate for fastener pullout/pullover per AISI
Specificatoins. Must be installed per manufacturer details.
The use of this panel for shear roof application is outside the
scope of this product approval. Non-HVHZ
8319.2 PBR Panel 26 Ga. PBR Roof Panel over open framing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL8319 R3 II Mid Florida Panel Details -Structural Roof and
Wall Details-Final.DdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No Verified By: Locke Bowden, P.E. 49704
Design Pressure: +60.OPSF/-42.5PSF Created by Independent Third Party: Yes
Other: +60.0/-42.5 C@ 5'-0" o.c. fastener spacing. Panel is Evaluation Reports
a thru-fastened structural roof panel installed over open FL8319 R3 AE FL 8319 Mid FL Final-ss.odf
framing in accordance with Limitations and compliance with Created by Independent Third Party: Yes
FBC 2014. Non-HVHZ. Design Engineer must evaluate the
panel attachment to substrate for fastener pullout/pu[lover
per AISI Specificatoins. Must be installed per manufacturer
details. The use of this panel for shear roof application is
outside the scope of this product approval.
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have 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 If
they have one. The emalis provided may be used for official 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 available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click hem .
Product Approval Accepts:
ME f M
Cr edScArF E
2/18/2016
Locke Bowden, P.E. Reference FL 8319.1
9450 Alysbury Place
Montgomery, AL 36117
Letter of Clarification
To whom it may concern,
FL 8319.1 Mid Florida Metal Roofing Supply/Supplies
AG Rib 29GA panel has approved testing for Roof Deck category over 1x4 SYP
No.2 wood purlins (as open framing), as referenced in evaluation report under Description
column and on Test Report # FAE-008-02-01, per ASTM E 1592-05 by PRI Construction
Materials Technologies (TST 5878)
Application addition t erinits.the 1x4 SYP wood purlins to be applied over 15/32"
plywood. `+'.%l ',
S i4B tp If.* '
ID ,
ID ice
Regards,: No, 497-04 d
s
Locke Bowl
FL # 49704.
4
Locke Bowden, P.E. Mid Florida Metal Roofing Supply, Inc., FL 8319
9450 Alysbury Place 28328 County Road 561
MQntRomery AL 36117 Tavares Florida 32778
Quality Assurance Program: Keystone Certifications Category: Structural Components Sub -Category: Roof Deck
I - .+_r__ rnr ^II14 eth ...I . c..wL:w..c. 1 Sr1A 2 i 1 Cn7 A 3 1 Snd 7
IVIMMIU 1-V UUMC. i-LA.1GUi`f %-.0 .icc va. ++.. r•v, + --- -
Description Substrate design Uplift Pressure* Fasteners
1 PBR Udk 16GA steel framing 425 psf fastening 1-i/4" Corrosion resistant:,
36" width pattern 12"-12"- tali rib 12-14 HWH SD with sealing washer
80 ksi Structural.application 12"@5'-0'o.c. at 12" Or approved equal at 120-12"-12r' fastener
Non-HVHZ Designed in compliance O.C. pattern for interior supports Panel side laps
with FBC 2014 60 psf fastening fastened with 9-14 x 7/8" TCP 1 with sealing
pattem 12"-12"-12" washer at 20" o.c.
@ 5'-o" Fastening pattern for panel ends
Continuous tape seal slopes less than 3:12
2 Ag RIB min. 29GA 1x4 No.2 SYP wood 105 psf thru tall Corrosion resistant: #12-8 x V. H W H
over 1x4 wood- purlins over 15/32" fastening -at 240o.c. rib Woodgrip® XG self -drilling screws with
puriins min -No. 2 APA plywood Wood spacing. * thru min.-Y2" sealing washers at supports.,
Southern - Pine purlins fastened to Fastener fasten Panel side laps shall be through fastened
designed by others) plywoodw/min. embedment into with #1/4-14x7/8"°HWHself-drilling
8x2-1/2" deck screw purlins no less than screws with self-sealing washers at max
80 ksi 120o.c.max spacing. 12" o.c.
36" width Structural application
Non-HVHZ Designed in compliance
with FBC 2014
Design Pressures includes safetyfactor=20
Force Engineering -&Testing W-5328) #194-0338T-06A MTM E 1592-01 (20051)
Force Engineering and Testing (TST 5328) #194-0134T-118 FM 4471- 95 (19922)
PRI Construction Materials Technologies (TST 5878) FAE-008-02-01 ASTM E 1592-01 (20051)
1. The FM 4471-21095 test standards are equivalent to. the FM 44- 1-1992 test standard.
2. ASTM E 1592-01 test standards are equivalent to ASTM,E 1592-05.
Limitations:
1. Llnderlayment to be compliance with current Florida Building, Code.
2. Minimum slope to be in compliance with Florida Building Code 2014, and in accordance with Manufacturer's installation
reference.
3. Products are.compliant for -State of Florida product approval per Rule 61G20-3
4. Compliance Method: 1-1)
5. Fire classification is not part of this acceptance.
6. Shear diaphragm values are outside this. report.
7. All support framing to be in compliance with Florida Building Code 2014, Chapter 22 Steel, Chapter 23 Wood and Chapter
16 Structural Loading.
8. This report does,not imply warranty, installation, recommended product use outside of this report.
Compliance Statement: These.products herein evaluated by1ocke Bowden, P.E. have demonstrate¢ compliance with the Florida
Building Code 2014 with referenced documents.submitted.
Certificate of Independence
Locke Bowden, P.E. does not have, not will acquire a financial interest in any company manufacturing or distributing products under
this evaluation. airs; to.s aatrirr
Locke Bowden, P.E. is not owned, operated or controlled by any company. -manufacturing o,llgi P. rider this report.
JULockeftNwdeig, P. F . s
O« STATE OF t
C O tif7 i' •q
1 s
OVAL
Page 1 of 3
RECORD COPY
rrlI,,,,.:,,1I'
r rc r
Fk" uncpafljll(ltof BCIS Home I Log In I User Registration Hot Topic I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Busines
Professi -
al@USER: product
Approval Public
User Regulation
Product
Approval Menu > Product or Application Search > Application List > Application Detail FL #
FL11671-R2 Application
Type Revision Code
Version 2014 Application
Status Approved Comments
Archived
W Product
Manufacturer Mid Florida Metal Roofing Supply/Supplies, Inc. Address/
Phone/Email 28328 County Road 561 Tavares,
FL 32778 352)
742-7070 flvalidation@yahoo.
com Authorized
Signature Technical
Representative Address/
Phone/Email Quality
Assurance Representative Address/
Phone/Email Category
Subcategory
Compliance
Method Florida
Engineer or Architect Name who developed the
Evaluation Report Florida
License Quality
Assurance Entity Quality
Assurance Contract Expiration Date Validated
By Certificate
of Independence Amy
Honc flvalidation@yahoo.
com Roofing
Metal
Roofing v\
LDI/yG SANFORD
IS-
490 Evaluation
Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer Evaluation
Report - Hardcopy Received Locke
Bowden PE-
49704 Keystone
Certifications, Inc. 11/
30/2016 Zachary
R. Priest, P.E. Validation
Checklist - Hardcopy Received FL11671
R2 COI FL 11671 Mid Florida Metal Roofing Supply -Metal Roofing-
ss.odf Referenced
Standard and Year (of Standard) Standard Year ASTM
E 1592 2005 FM
4471 1992 TAS
100 1995 UL1897
2004 UL
580 2006 Equivalence
of Product Standards Certified
By Sections
from the Code 2/
18/2016
Page 2 of 3
Product Approval Method Method 1 Option D
Date Submitted 04/17/2015
Date Validated 04/19/2015
Date Pending FBC Approval 04/21/2015
Date Approved 06/22/2015
Summary of Products
FL # Model, Number or Name Description
11671.1 1.0 Nail Strip 1.0 Nailstrip 24 Ga. 16" Wide over 15/32" Plywood Non-
HVHZ
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.pdf
Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-153.SPSF Evaluation Reports
Other: -59.75 psf @ 16" o.c. fastener spacing in panel FL11671 R2 AE FL 11671 Mid Florida Metal Roofing
SSu ply -Metal Roofing-ss.0slots. -101.0 psf 6 3/4" o.c. fastener spacing in panel slots.
153.5 psf @ 6 3/4" o.c. fastener in slot and 12" o.c. Created by Independent Third Party: Yes
fasteners in Pan (See Details). Install per manufacturers
details in compliance with FBC 2014. Not for use in HVHZ
Zones.
11671.2 5V Crimp Min. 26 Ga. 5V Crimp Fastener in Panel Rib
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.odf
Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-108.5PSF Evaluation Reports
Other: -108.5 psf @ 12" fastener spacing. -156.5 psf @ 6" FL11671 R2 AE FL 11671 Mid Florida Metal Roofing
Supply -Metal Roofing-ss.pdffastenerspacing. Min. 15/32" plywood for existing
construction and 19/32" plywood for new construction. Created by Independent Third Party: Yes
Install per manufacturers details in compliance with FBC
2014. Not for use in HVHZ Zones.
11671.3 Min. 29 Ga. AG Panel Min. 29 Ga. AG Panel over 1 x 4 Wood Purlins
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.odf
Approved for use outside HVHZ: Yes Verified By: Locke Bowden, P.E. 49704
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-116.OPSF Evaluation Reports
Other: -93.5 psf @ 9"-9"-9"-9" (Type 1) fastener pattern @ FL11671 R2 AE FL 11671 Mid Florida Metal Roofing
24" o.c. fastener spacing. -116.0 psf @ Suoyly-Metal Roofing-ss.pdf
6.5"-2.5"-6.5"-2.5"-6.5" (Type 2) fastener pattern @ 24" Created by Independent Third Party: Yes
o.c.fastener spacing. Install per manfucturers details in
compliance with FBC 2014. Not for use in HVHZ Zones.
11671.4 Min. 29 Ga. AG Panel Min. 29 Ga. AG Panel over 1 x 4 Wood Purlins over Shingles
over 15/32" Plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.pdf
Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-116.OPSF Evaluation Reports
Other: -93.5 psf @ 9"-9"-9"-9" fastener pattern @ 24" o.c. FL11671 R2 AE FL 11671 Mid Florida Metal Roofing
Supply -Metal Roofing-ss.pdffastenerspacing. -116.0 psf @ 6.5"-2.5"-6.5"-2.5"-6.5"
fastener pattern @ 24 o.c. fastener spacing. Install per Created by Independent Third Party: Yes
manufacturers details in compliance with FBC 2014. Not for
use in HVHZ Zones.
11671.5 Min. 29 Ga. AG Panel Min. 29 Ga. AG Panel over 15/32" plywood
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL11671 R2 II FL 11671 Mid Florida Panel Details.odf
Verified By: Locke Bowden, P.E. 49704ApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: +N/A/-108.5PSF Evaluation Reports
Other: -71.0 psf @ 9"-9"-9"-9" (Type 1) fastener pattern @ FL11671 R2 AE FL 11671 Mid Florida Metal Roofing
Supply -Metal Roofing-ss.odf24" o.c. fastener spacing. -108.5 psf @
6.5"-2.5"-6.5"-2.5"-6.5"-2.5"-6.5" (Type 2) fastener pattern Created by Independent Third Party: Yes
@ 24" o.c. fastener spacing. Install per manufacturers
details in compliance with FBC 2014. Not for use in HVHZ
Zones.
2/18/2016
Page 3 of 3
11671.6 1 Min. 29 Ga. AG Panel
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: +N/A/-108.SPSF
Other: -71.0 psf @ 9"-9"-9"-9" (Type 1) fastener pattern @
24" o.c. fastener spacing. -108.5 psf @
6.5"-2.5"-6.5"-2.5"-6.5"-2.5"-6.5" (Type 2)fastener pattern
@ 24" o.c. fastener spacing. Install per manufacturers
details in compliance with FBC 2014. Not for use in HVHZ
Zones.
Min. 29 Ga. AG Panel over Shingles / 15/32" plywood
Installation Instructions
FL11671 R2 II FL 11671 Mid Florida Panel Details.Ddf
Verified By: Locke Bowden, P.E. 49704
Created by Independent Third Party: Yes
Evaluation Reports
FL11671 R2 AE FL 11671 Mid Florida Metal Roofino
Supply -Metal Roofing-ss.pdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1624
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have 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 if
they have one. The emails provided may be used for official 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 available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
z i M
jCr ItS ArF E
2/18/2016
Locke Bowden, P.E. Mid Florida Metal Roofing Supply, Inc, FL 11671
9450 Alysbury Place 28328 County Road •561
Manigomery AL 36117 Tavares Florida 32778
Quality Assurance Program: Keystone Certifications Category: Roofing Sub -Category: Metal Roofing Method 1-1)
Code: FBC 2014 51 ed.; Sections:1504.3.Z 1507.A% 1506,6,1507.4.4, 1507.4.4, 1504.7
i i Substrate n-ign Uplift pressure* Fasteners
1
Descr Pt on
1.0 Nail strip 24GA 15/32" APA plywood 59.75psf..@16"o.c. X" tall rib Corrosion resistant :Fastened thru slot,
16" width Non Structural panel slot fastening slotted strip 10.13 GP
50 ksi 101.0 psf snap lock Pancake Head Type Ain panel slot
Non-HVHZ 6 %" o.c.siot seam
10-11 Eclipse Head Type Ain the• Pan ofspacing
153.5psf @ Panel with %" min penetration through
6-3%4"o.c. plywood
12"o.c. an spacing*
2 5 V Crimp 26GA• 15/32" APA plywood, 108psf @12"o.c. 3/8'rib Corrosion resistant: #9=15 WoodZac"
2W width Grade C-D. 156:5 @6"o.c. height thru w/ Zac head w/sealing washer,or
50 ksi Non Structural In panel rib * fastened approved equal thru panel rib. >
A' min penetration through plywood. Non-HVHZ
RIB min. 29GA U4 No.2 SYP wood 93.5psffastening 34" tall rib Corrosion resistant: #IU=16 Woodgrip° 3
over 1x4 wood purlins over 15/32" pattern 9"-9"-9" at thru fastened w/sealing washer or approved equal thru
purlins over 15/32" APA plywood 24"o.c. spacing panel rib.
plywood Wood purlins.fastened 116.00sf-fastening Y" min penetration through plywood.
80 ksi to plywood w/min. pattern 6.5"-255 -
36" width 8x2-1/2" deck screw 6.5"-2.5"-6.5"
Non-HVHZ 12"o.c.max spacing. fastening at 24"o:c.
Non Structural
A RIB min. 29GA 1x4 No.2 SYP wood 93.5psf fastening W tall rib at Corrosion resistant: 410-16 Woodgrip°
over 1x4 wood purlins over (1) layer pattern. 9"-91-9" at 9" O.C. thru w/sealing washer or approved equal thru
purlins over shingles over 15/32" 24"o.c. spacing fastened panel rib.
Y.." min through plywood.
shingles over APA plywood 116.opsffastening penetration
15/32" plywood Wood purlins fastened pattern 6.5"-2.5"-
80 ksi to;plywood w/min: 6.5"-2'.5"-6.5"
36" width 8x2-1/2" deck screw fastening:at 24"o.c.
Non-HVHZ 12"o.c.maxspacing.
Non Structural
Rib min. 29GA 15/32"APA plywood, 71.0psffastening tall rib at Corrosion resistant: #10r16 Woodgrip®
5
36" coverage Grade C-D. pattern 9"-9"4' at 9" o.c. thru w/sealing washer or approved equal thru
80 ksi Non Structural 24"o.c. spacing fastened panel rib.
Non-HVHZ 108.Spsf fastening X" min penetration through plywood.
pattern 6.5'-2.5-
6.5"-2.5"-6.5"
fastening at 24"o.c.
RIB min. 29GA Layer of asphalt 71.0 psf fastening tall rib at Corrosion resistant: #10-16 Woodgrip" 6
over shingles over shingles over 15/32" pattern 9"-9"-9" at 9" o.c. thru w/sealing washer or approved equal thru
15/32" plywood APA plywood, 24"'ax. spacing fastened panel rib.
80 ksi GradeC-D. 108.5psffastening YV min penetration through plywood.
36" width Non Structural pattern 6.5"-2.5"-
Ron-HVHZ 6.5"-2.5"-65'
fastening at 24"o.c..
Design Pressures includes safety factor=2.0
Page 1 of 2
References.
Entity Report # Standard Year
Force Engineering & Testing (M-5328) 02-0314T-06 UL 580-941/1897-982) (20061/20042 )
Farabaugh Engineering & Testing (TST-1654) T158-07 TA5100-2995
Force Engineering & Testing OV-53281 194-0135T-07E-G UL 580-941/1897-982) (20061/2000
Farabaugh Engineering & Testing M-1654) T130-07 TAS 100-1995
Force Engineering,& Testing (TST-5328) 194-0135T 07 UL 580-941/1897-982) (20061/20042)
Force Engineering &Testing (TST-5328) 194-0134T-11A FM 4471-95 (19923 )
Force Engineering &Testing (TST-5328) 194-0135T-07B UL S80-941/.1897-982) (20061/20042)
Force Engineering &,Testing (TST-5328) 194-013,4T-11A FM 4471-95 (19923 )
Force Engineering & Testing (TST-5328) 194-0135T-07C-D UL 580-941/1897-982) (20061/20042)
Force Engineering & Testing (TST-5328) 194-0134T-11A FM 4471-95 (19923 )
Force Engineering'& Testing (TS75328) 194-025ST 09A UL 580-941/1897-982) (20061/20042)
Force Engineering & Testing (T5T5328) 194-0134T-11A FM 4471-95 (19923 )
1. The UL580-94 test stan dards ore equivalent to the,UL580-06 test s tan dard.
Z The VL1897=98 test standards are- equivalent to the UL1897-04 test standard.
3. The FM 4471-2095 test standards ,are equivalent to the FM. 4471-1992 test standard.
Limitations:
1. Underlayment to be compliance with current Florida Building Code.
2. Minimum slope to be in compliance with Florida Building Code 2014, and in accordance with Manufacturer's
installation reference.
3. Products•are compliant for State of Florida.product approval per Rule 61G20-3
4. Compliance Method: 1-D
5. Fire classification is not part of this acceptance.
6. Shear diaphragm values are outside this report.
7. All support framing to be in compliance with Florida Building Code 2014, Chapter 22 Steel, Chapter 23 Wood and
Chapter 16 Structural Loading.
8. This report does not imply warranty; -installation, recommended product use outside of this report.
Compliance Statement: These products. herein evaluated. by Locke Bowden, P.E. have demonstrated compliance with
the Florida Building Code 2014 with.referenced documents submitted.
Certificate. of independence
Locke Bowden, V.E. does not have, not will acquire a financial interest in.any company manufacturing or distributing
products under this evaluation.
Locke Bowden, P.E. is not owned, operated -or controlled by any company manufacturing or distributing products under
this report.
sfATE 0. ry
Page
2 of 2
Mid Florida Metal Roofing Supply Details-Non-HVHZ
1.0 Nail Strip 24GA
Fastened thru slot, #].0-13 GP Pancake Head Type A in Panel Slot
10-11 Eclipse Head Type Ain the Pon of Panel with %" min penetration through plywood
T
1 s"and wrvvifts
6 V Crimp 26GA and 29GA Min:
9-15 WoodZa& w/ Zac head w/sealing washer or approved equal thru panel rib.
A" min -penetration through plywood.
Coverage area: '"
Master Rib: 12"on center • Rib Height: 3/R
1/8
12"
Rib Panel 26GA and 29GA (min.)
Panel over U4 purlins over 15/32" plywood -thru fasten with #10-16 Woodgrip® w/sealing washer or approved equal thru rib panel
Panel over 1x4 over (1) layer shingles over 15/32" plywood - thru fastened w/ #10-16 Woodgrip® w/sealing washer or approved equal
thru panel
Panel over 15/32" plywood- thru fasten with #10-16 Woodgrip® w/sealing washer or approved equal thru panel rib.
Panel over (1) layer shingles and over 15/32" plywood-thru fasten with #10-16 WoodgripO w/sealing washer or approved equal thru panel
rib.
Coverage Area: 36t
Master Rib: 9"on center - Rib Height: 3/
1-1/4
36u 01
v
t
i
SE, SEMINOLE COUNTY
IT & COMPTROLLER
ry
9 32772
JLECLERK.ORG
c:2/11/2016
LME:1:52:08 PM
RECEIPT: 1478892
REBECCA LESTER
ACCOUNT N: 0
ITEM - 01 NC
RECD: 2/11/2016 1:52:19 PM
FILE: 2016015461 BK/PG 0 8632/462
FIRST PARTY
RE NOTICE COMMENCEMENT
Recording Fees 10.00
COPIES 1.00
CERTIFICATION 2.00
Subtotal 13.00
TOTAL DUE $13.00
PAID TOTAL $13.00
PAID CASH $13.00
REC BY hdevore
ua%e a 'rice Day
V THIS INSTRENT rEPARED BY- Name-
Address
NOTICE:
OF COMMENCEMENT State
of Florida County
of Seminole / (Q
Permit
Number: / (.O / / ) Parcel ID Number: MAFYANNE
HORSEY SEMINOLE COUNTY CLERK
OFAC:IRCUIT COURT & COMPTROLLER eK
3632 Ps 462 (IF'se ) CLERK'
S T 2016015461 RECORDED
02/11/2016 01.52'.19 PH RECORDING
FEES $10.00 RECORDED
BY hilevor•e 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. DE§
CRIPTION QF PROyERTY: (Legal descr ption of the property and street adAress if available) 1614
OWNER
INFOR4(IATION, Name:
Address:
Fee
Simple Title Holder (if other than owner) CONTRACTOR:
Name:
L' Address:
Persons
within the State of Florida Designated by OK as
provided by Section 713.13(1)(b), Florida Statutes. Name:
Address:
In
addition to himself, Owner Designates i^
upon
whom notice or other documents may be served of
To
receive a copy of the Lienor's Notice as Provided in Section
713.13(1)(b), Florida Statutes. Expiration
Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different
date is specified) C3, :?/
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 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
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under
penalties of perjury, I to
the best of my kpywledW read
the foregoing and that the facts stated in it are true Florida
Statute 713.13(1)(g): 'The owner must sign the notice of commencement and no one else maybe permitted to sign in his or her stead. State
of _ County of AWN The
for going instrument was ackn wedged befor by
C L' Ca (Q, Name
of person making sl temenl OR
who has produced identification type of ide DEBBIE
BU 90N k+
Y COMMISSION # FF 178CA vg EXPIRES:
February 25, 201g Bonded
Thru Notary Public Undenkriters T/
D(,
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