HomeMy WebLinkAbout3703 Hanworth LpCOUNTY OF SEMINOLE
IMPACT FEE STATEMENT
STATEMENT NUMBER: 18100002
BUILDING APPLICATION #: 18-10000298
BUILDING PERMIT NUMBER: 18-10000298
DATE: March 22, 2018 4• /
UNIT ADDRESS: HANWORTH LOOP 3703 17-20-31-5VC-0000-0230
TRAFFIC ZONE•022 JURISDICTION:
SEC: TWP: RNG: SUF: PARCEL:
SUBDIVISION: TRACT:
PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT:
OWNER NAME:
ADDRESS:
APPLICANT NAME: NVR INC. DBA RYAN HOMES
ADDRESS: 4307 VINELAND ROAD SUITE H-20 ORLANDO FL 32811
LAND USE: SINGLE FAMILY RESIDENCE
TYPE USE:
WORK DESCRIPTION: CITY-SANFORD
SPECIAL NOTES: 3703 HANWORTH LOOP / KENSINGTON RESERVE
SFR
FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE
ROADS-ARTERIALS CO -WIDE ORD
Single Family Housing 705.00
ROADS -COLLECTORS
1.000 dwl unit 705.00
N/A
Single Family Housing .00 1.000 dwl unit
FIRE RESCUE N/A
00
LIBRARY CO -WIDE ORD
00
Si le Family Housing 54.00
SCH90ES
1.000 dwl unit 54.00CO -WIDE ORD
Single Family HoN5iAng 5,000.00 1.000 dwl unit 5,000.00PAR
LAW ENFORCE N/A
00
DRAINAGE N/A
00
AMOUNT DUE 5,759.00
PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE
SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL
ISSUANCE OF A BUILDING PERMIT.
PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER,
TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES
MUST BE EXERCISED BY FILING A WRITTEN REQQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVEBUTNOLATERTM
CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW
MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE.
COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED,
FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET,
SANFORD FL, 32771; 407-665-7356.
PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD
BUILDING DEPARTMENT
1101 EAST FIRST STREET
SANFORD, FL 32771
PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE
THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT.
THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT
ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE
J .
r Inglis Belli Mlle Bills 1111111111 lilt 1111
GRANT MALOY, SEMINOLE COUNTY
THIS INSTRUMENT PREPARED BY: CLERK OF CIRCUIT COURT & COMPTROLLERName: NVR Inc. dba Ryan Homes BK 9135 P9 1351) (1P9s)
Address: 4307 Vineland Rd, Suite H-20 CLERK'S 0 2018056639
Orlando FL 32811 RECORDED 05/18/2018 10:45:13 AM
RECORDING FEES $10.00
NOTICE OF COMMENCEMENT
RECORDED BY hdevorP
Permit Number: 18-1515
Parcel ID Number: 17-20-31-5VC-0000-0230
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 property and street address if available)
Lot # 23 of Kensington Reserve 3703 Hanworth Loop
2. GENERAL DESCRIPTION OF IMPROVEMENT:
Construction of Single Family Home Residential
3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT:
Name and address: NVR Inc. dba Ryan Homes- 4307 Vineland Rd. Suite H-20 Orlando FL 32811
Interest in property: 0 Fee Simple Title Holder (if other than owner listed above) Name: NA
Address:
4. CONTRACTOR: Name: NVR, Inc dba Ryan Homes Phone Number: 407-692-9820
Address: 4307 Vineland Rd, Suite H-20 Orlando FL 32811
5. SURETY (If applicable, a copy of the payment bond Is attached): Name: NA
Address: Amount of Bond:
S. LENDER. Name: Phone Number:
Address:
7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section
713.13(1)(a)7., Florida Statutes.
Name: Dayna Whitson Phone Number: 407-692-9820
Address: 4307 Vineland Rd Suite H-20, Orlando FL 32811
8. In addition, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number:
9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified)
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.
2 Dayna Whitson Assistant Secretary
Slgnetu Owner or Lessee, or Ownees or Lessee's (Print Name and Provide Signstory's nUa/011ice)
Auth0fted 01111cer/Dlrector7ParinerrManager)
state of Florida County of Oran
The foregoing Instrument was acknowledged before me this day of — - - f 20 18
by Dayna Whitson Who Is personally known to me IX OR
Name of person making statement
who has produced Identification 0 type of Identification produced:
I :."'•; TRACY LEIGH MCDONALD
PAY COMMISSION # FF925012 : = ;'' + L i n
EXPIRES October 06. 2019
1:07095.0153 FloridaftwySemececom ;' i
REQUEST FOR TUG & PREPOWER AGREEMENT
ALL RESIDENTIAL PROPERTIES
Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Date:
Project Name: Kensington Reserve
Project Address: lJ - ,,\A LL ,,b
Building Permit #: Electrical Permit #
D
In consideration for authorizing the appropriate utility company to energize the facility, we agree with and
understand the following:
1. This Tug/Pre-power application is valid only for one -and two-family dwellings.
2. The facility will not be occupied until a certificate of occupancy has been issued.
3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has
been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service
without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the
jurisdiction will not be responsible for any damages or costs which may result from the exercise of such
right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly
and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including
attorney's fees.
4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the
area designated for pre -power shall be complete and in safe order. All electrical services associated with the
area will be 100% complete unless specifically approved by the electrical inspector.
5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors,
the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical
contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent
energizing circuits other than those that are safe.
6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval.
7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power.
8. TUG approval is for service and outside GFCI outlets only.
9. Check with the local jurisdiction for fees associated with tugs.
Robert Lattanzi - Ryan Homes
Print Name, f Owne /Ten
Signature of er/Tenant
JURISDICTION EMPLOYEE NAME:
JURISDICTION:
CALLED INTO:
Rev. 02/10/15)
Robert Lattanzi - Ryan Homes
Print Nam en. Co tra
Signature of Gen. Contractor
CBC1257565
Gen. Contractor License #
Scott L Easterbrook - Palmer Electric
Print Name of El. Contractor
ignature of El. Contractor
EC0003096
El. Contractor License #
o Progress Energy o Florida Power and Light on
r
LIAR Z
CITY OF SANFORD
BUILDING 8t FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ ?, l-q
Job Address: 3703 Hanworth Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0230 Residential X Commercial
Type of Work: NewEA Addition Alteration Repair Demo Change of Use Move Description
of Work: New Single Family Residence Plan
Review Contact Person: Tracy McDonald Title: Production Admin Phone:
407-692-9831 Fax: Email: trmcdona@nvrinc.com Property
Owner Information Name
NVR INC. dba Ryan Homes Phone: 407-692-9831 Street:
4307 Vineland Rd #H20 Resident of property? City,
State Zip: Orlando FL 32811 Contractor
Information Name
NVR, Inc, dba Ryan Homes Phone: 407-692-9820 Street:
4307 Vineland Rd # H-20 Fax: 407-692-9821 City,
State Zip: Orlando FL 32811 State License No.: CBC1257565 Architect/
Engineer Information Name:
AB Design Phone: 407-774-6078 Street:
1441 N Ronald Reagan Blvd Fax: City,
St, Zip: Longwood FL E-mail: brian@abdesigngroup.com Bonding
Company: N/A Mortgage Lender: N/A Add
ress: 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. 1 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. 1 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: 51' Edition (2014) Florida Building Code 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 regulating construction and zoning.
3/21 /2018 3/21 /2018
Signature of Owner/Agen Date Signature o tor/Agent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
3/21 /2018
Signature of Notary -State of
FFllorridNaLYNNEFOWLER
Date
rp4p...,e,k MY COMMISSION # GG W3253
N,Pt EXPIRES: January 17, 2021
IOF,,'-" Bonded ThruBudget Notary Wets Owner/
Agent is x Personally Known to Me or Produced
ID Type of ID 3/
21 /2018 Signature
of Notary -State of Florida Date ooivY
Puek MEAGAN LYNNE FOWLER MY
COMMISSION # GG 063253 EXPIRES:
January 17.2021 EOF
FjQgP Bonded Thru Budget NOW Services Contractor/
Agent is _x Personally Known to Me or Produced
ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Z Electrical Y Mechanical [W Plumbing] Gas[] Roof Construction
Type: Occupancy Use: Flood Zone: X.-5 CE Q
Total
Sq Ft of Bldg: Min. Occupancy Load: # of Stories: Z A-
TTAt*IED New
Construction: Electric - # of Amps 0 Fire
Sprinkler Permit: Yes[] No # of Heads APPROVALS:
COMMENTS:
ZONING: .
511 b UTILITIES: ENGINEERING:
oA-t C 445-1 3 FIRE: Ok
to construct single family home with
setbacks and impervious area shown
on plan. 3y . y % i,np. gaAc ,
C-r}2 Plumbing - #
of Fixtures Fire
Alarm Permit: Yes No WASTE
WATER: BUILDING:
vor f if I Revised
June 30, 2015 Permit Application
e8- IL516
15 lightyears, Inc
776 Bennett Drive
Longwood, Florida 32750
June 1, 2018
To: Local Building Department
RE: Blower Door Test & Duct Leakage Test Reports
To whom it may concern,
151ightyears This
letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code
statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The
attached forms were provided by the Florida Building Commission as the accepted forms to be submitted.
These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance
Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-
80 (page numbers 159-161). Web
link provided for quick access to the TAM document https:1ftinyurl.com/2017F1BC-TAM These
forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive,
Performance, and Energy Rating Index (ERI) paths. We
are working with building departments across Florida to standardized the form submittal process and would
like your department to allow these forms to meet compliance. If there are any issues with accepting
these forms, please reach out to me directly and I will ensure that we submit any specific form that
you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully,
2
Timothy
ith 15
Lightyears, Chief Operations Officer Energy
Technical Advisor RESNET
Quality Assurance Designee IECC
Residential Energy Inspector/ Plans Examiner Member,
Building Officials Association of Florida Member and Code Development Committee participating
member. Also, representative to the Florida Building Commissions, Energy Technical Advisory
Committee for the BOAF- CDC
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Furisdiction: Permit #:
Job Information
Builder: RV A&I Community: Lot: 2 3
Address: 3-103 RP'4LUo,r+1-. loop Unit:
City: 5A^4o'j State: 171 Zip: 37 -7'73
Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method
OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air
changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2.
PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50.
ACH(50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI). =
59 3 X 60 _ 1 99 2 e _ 4 - <9 Method for calculating building volume:
CFM(50) Building Volume ACH(50) O Retrieved from architectural plans
2<ASS (Mechanical Ventilation is not required) ode software calculated
PASS (with Mechanical Ventilation)
O Field measured and calculated
FAIL
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals).
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2.Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3.Interior doors, if Installed at the time of the test, shall be open.
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5.Heating and cooling systems, if installed at the time of the test, shall be turned off.
6.Supply and return registers, if installed at the time of the test, shall be fully open.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (855)438-1515
1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy
Conservation requirements according to thencom'ance method selected above.
Signature of Tester: Date of Test:i
Printed Name of Tester: Aaron Overholt
License/Certification #: 2DNAB7 Issuing Authority: RESNET
Copy of License / Certificate of the tester must be attached)
Duct Leakage Test Report
Residential Prescriptive, Performance or ERI Method Compliance
2017 Florida Building Code, Energy Conservation, 6th Edition
Fj -url scliction: Permit #:
Job Information
Builder: Community: Lot:
Address: Unit:
City: State: Zip:
Duct Leakage Test Results
System 1
cfm25
System 2
cfm25
System 3 cfm25
Sum of any
dditional systems cfm25
Total of all
systems
S
cfm25
OPrescriptive Method cfm25 (Total) .
To qualify as "substantially leak free" Qn Total must be less than or
equal to 0.04 if air handler unit is installed. If air handler unit is not
installed, Qn Total must be less than or equal to 0.03. This testing
method meets the requirements in accordance with Section R403.3.3.
Is the air handler unit installed during testing? YES (mo) [:]NO ( )
Performance / ERI Method cfm25 (out or Total)
To qualify using this method, Qn must not be greater than the
3 57' ;U4 / = - 0 ( Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017.
Total of all Total Conditioned
systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017
R405-2017 (Energy Calc) or R406-2017 (Energy Co/c) or R406-2017
Ass F
Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section
553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes.
Testing Company
Company Name: 15 Lightyears, Inc Phone: (}55) 438-1515 I hereby
verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements
according to the compliance method selected above. Signature of
Tester: Date of Test: '7 D Printed Name
of Tester: Aaron Overholt License/Certification #:
2DNAB7 Issuing Authority: RFSNFT Copv of
License / Certificate of the tester must be attached)
L
qw
0
4)
CL
i
Certificate of Achievement
THIS ACKNOWLEDGES THAT
Aaron Overholt
HAS MET THE STANDARD REQUIRED BY RESNET, AS A
CERTIFIED RATING FIELD INSPECTOR
RFI # 2GNAB7
Certification Date: 08/07/2018
Certification Expires: 08/07/2021
2
Tim Smith,
RESNET Quality Assurance Designee
15 14ightyears
RESNET QA Provider # (1998-199)
r
r
7. -
1 r'L. ..-. •
I CITY OF SANFORDr
LIAR d & L'"J BUILDING & FIRE PREVENTION
PERMIT APPLICATION
gvor_
Application No:
Documented Construction Value: S 82.727
Job Address: 3703 Hanworth Loop Historic District: Yes No X
Parcel ID: 17-20-31-5VC-0000-0230 Residential X Commercial
Type of Work: New Ea Addition Alteration Repair Demo Change of Use Move
Description of Work: New Single Family Residence
Plan Review Contact Person: Tracy McDonald Title: Production Admin
Phone: 407-692-9831 Fax: Email: trmcdona@nvrinc.com
Property Owner Information
Name _ NVR INC. dba Ryan Homes Phone: 407-692-9831
Street: 4307 Vineland Rd #H20 Resident of property? :
City, State Zip: Orlando FL 32811
Contractor Information
Name NVR, Inc, dba Ryan Homes Phone: 407-692-9820
Street: 4307 Vineland Rd # H-20 Fax: 407-692-9821
City, State Zip: Orlando FL 32811 State License No.: CBC1257565
Architect/Engineer Information
Name: AB Design Phone: 407-774-6078
Street: 1441 N Ronald Reagan Blvd Fax:
City, St, Zip: Longwood FL
Bonding Company:
Address:
N/A
E-mail: brian@abdesigngroup.com
Mortgage Lender: N/A
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: 51D Edition (2014) Florida Building Code
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 regulating construction and zoning.
C3/21/2018 3/21/2018
Signature of Owner/Agen Date Signature on for/Agent Date
Tracy McDonald Tracy McDonald
Print Owner/Agent's Name Print Contractor/Agent's Name
3/21/2018
Signature of Notary -State of Florida Date
so.*Av Poems MEAGAN LYNNE FOWLER
MY COMMISSION 4 GG 063253
EXPIRES: January 17, 2021M".1Bonded Ttw Budget NOlary SaMcas 3/
21/2018 Signature
of Notary -State of Florida Date o&
W ?!e MEAGAN LYNNE FOWLER f
MY
COMMISSION #GG 063253 PV
EXPIRES: January 17, 2021 FOW.
0 Bonded Thor Budget Notary SeMtas Owner/
Agent is x Personally Known to Me or Contractor/Agent is x Personally Known to Me or Produced
ID Type of ID Produced ID Type of ID BELOW
IS FOR OFFICE USE ONLY Permits
Required: Building Electrical Mechanical Plumbing Gas Roof Construction
Type: Occupancy Use: Total
Sq Ft of Bldg: Min. Occupancy Load: Flood
Zone: of
Stories: New
Construction: Electric - # of Amps Plumbing - # of Fixtures, Fire
Sprinkler Permit: Yes No # of Heads APPROVALS:
ZONING: ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
Fire
Alarm Permit: Yes No 0
WASTE WATER: BUILDING:
Revised:
June 30, 2015 Permit Application
3/22/2018 SCPA Parcel View: 17-20-31-5VC-0000-0230
Property Record Card
Parcel: 17-20-31-5VC-0000-0230tp&i
Property Address: 3703 HANWORTH LOOP SANFORD, FL 32773
Parcel Information I I Value Summary
Parcel 17-20-31-5VC-0000-0230
Owner BRISSON WEST PROJECT I LLC
Property Address 3703 HANWORTH LOOP SANFORD, FL 32773
Mailing 3601 RIGBY RD SUITE 300 MIAMISBURG, OH 45342-5038
Subdivision Name KENSINGTON RESERVE
Tax District S1-SANFORD
DOR Use Code 00-VACANT RESIDENTIAL
Exemptions
Legal Description
LOT 23
KENSINGTON RESERVE
PB 81 PGS 86-92
Taxes
2018 Working
Values
2017 Certified
Values
Valuation Method Cost/Market Cost/Markel
Number of Buildings 0 0
Depreciated Bldg Value
Depreciated EXFT Value
Land Value (Market) 67,000 14,000
Land Value Ag
Just/Market Value '• 67,000 14,000
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj 0 0
Assessed Value 67,000 14,000
Tax Amount without SOH: $266.58
2017 Tax Bill Amount $266.58
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 67,000 0 67,000
Schools 67,000 0 67,000
City Sanford 67,000 0 67,000
SJWM(Saint Johns Water Management) 67.000 0 67,000
County Bonds 1$67,000 0 67,000
Sales
Description Date Book Page Amount Qualified Vac/Imp
No Sales
F w Coelparow sales
Land
Method Frontage I Depth Units Units Price Land Value
LOT 0.00 1 0.001 1 1 $67,000.00 1 $67,000
Building Information
Permits
Permit # Description Agency Amount CO Date Permit Date
http://parceldetail.scpafl.org/ParceiDetaillnfo.aspx?PID=1720315VC00000230 1/2
RowP .5
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: Tracy McDonald Firm: NVR, Inc.
Address: 4307 Vineland Road #H20
City: Orlando State: FL Zip Code: 32811
Phone: 407.692.9831 Fax: 407.692.9821 Email: trmcdona@nvrinc.com
Property Address: 3703 Hanworth Loop
Property Owner: NVR, Inc. dba Ryan Homes
Parcel identification Number: 17-20-31-5VC-0000-0230
Phone Number: 407.692.9820 Email: trmcdona@nvrinc.com
The reason for the flood plain determination is:
FOR New structure Existing Structure (pre-2007 FIRM adoption)
Expansion/Addition Existing Structure (post 2007 FIRM adoption)
Pre 2007 FIRM adoption = finished floor elevation 12" above BFE
Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360)
O-'CA S O
Flood Zone: X Base Flood Elevation: N/A Datum: N/A
FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007
The referenced Flood Insurance Rate Map indicates the following:
The parcel is in the: floodplain floodway
A portion of the parcel is in the: floodplain floodway
FEW The parcel is not in the: floodplain floodway
The structure is in the: floodplain floodway
The structure is not in the: floodplain floodway
If the subject property is determined to be flood zone W, the best available information used to
determine the base flood elevation is:
BP# 18-1515
Reviewed by: Michael Cash, CFM Date: March 25, 2018
P Application for Paved Driveway, Sidewalk or
WalkwayIncluding Right -of -Way Use & 9 9e877— Landscaping in Right -of -Way www.
unrordn.gov Department of Planning & Development Services 300
North Park Avenue, Sanford, Florida 32771 Phone:
407.688.5140 Fax:407.688.5141 This
permit authorizes work to be done on the subject property or In the City of Sanford's right-of-way in accordance with the City'
s regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk
construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway,
walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction'
s right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the reo..lanbNole size
and location of the existing right—of-way and use shall be provided or application could be delayed. Call- ti yoodre 1.
Project Location/Address: 3703 Hanworth Loop, Sanford, FL 32773 2.
Proposed Activity: X Driveway Walkway 3.
Schedule of Work: Start Date Completion Date 4.
Brief Description of Work: Construction of New Single Family Home This
application is sub i y: . Property
Owner Signature:
Address:
4307 Vinelan H-20 Orlando, FL 32811 Phone: (
407) 692-9831 Fax: Other:
Print
Name: Tracy McDonald Emergency
Repairs Email:
trmcdona@nvrinc.com Date: 03/22/2018 Maintenance
Responsibilities/Indemnification The
Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall
include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove
said installationlmprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities,
stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove,
relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not
continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition,
the City shall, after appropriate notice, restore the area to its previous condition at the Requestor s expense and, if necessary, file a lien on the Requestors
property to recover costs of restoration. To
the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its counclipersons, agents, servants, or employ- ees (
appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect
or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense,
settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected
with the use of the City's right-of-way. 1
have read andlunAeAdind the above statement and by signing this application I agree to its terms. Signature:
Date: 03/22/2018 permit
shall be posted on the site during construction. Please
call 407.688.6080 24 hours In advance to schedule a pre -pour Inspection. Pre -
pour Inspection by: Date: Application
No: Reviewed:
Public
Works Utilities
Approved:
Engineering
Site
Inspected by: Special
Permit Conditions: Official
Use Only Fee:
Date: Date:
Date:
Date: +
25 Date:
November
2015 ROW Use Driveway pdf
LIMITED POWER OF ATTORNEY
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date: x.>-
I hereby name and appoint: Tracy McDonald
an agent of: NVR Inc., dba Ryan Homes
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
A The specific and application for work located at:
e'A\
Expiration Date for This Limited Power of Attorney: May 20,2018
License Holder Name: Robert Lattanzi
State License Number: CBC125756
Signature of License Holder:
STATE OF FLORIDA
COUNTY OF Orange
The foregoing instrument was acknowledged before me this 2Z day of a. r
200-2a , by Robert Lattanzi who is mpersona y known
or o who has produced as
identification and who did (did not) take an oath.
Notary Seal)
ar vue
c
MEAGAN LYNNE FOWLER
My COMMISSION # GG 06=1
EXpiRES: January 17, 2021
s Oi F
W
Bonded Thru Budget Notary Services
Rev. 08.12)
Signature
MrrAG y Fow1,,eK
Print or type name
Notary Public - State of _
Commission No.
My Commission Expires:
SQ.FT. CALC.'S
IST. FLR LIVING 2034 Sa FT.
BONUS ROOM 330 W. FT.
TOTAL LIVING 2364 50. FT.
GARAGE 429 W. FT.
ENTRY 30 Sa FT.
LANAI 88 SQ. FT.
TOTAL 2911 Sa FT.
EXTERIOR MASONRY
WALL BIG. HEICMTS
9'-4' BRG
W-S' BRCS.
LOAD BRG. WALL
COAPOIHR NO CLADDNO WM LOADS BANC WEO EXIA09 E
FOR 31ECCM GUOM
CAu• SCANE ISUMM
WHIM
FWAM COMIM ww How
Ox -0' M.st' 5 749/ -30J5
7 71 WW OR 40' 96' 4 71AM -3030
2A 5 11g OP 30' 60' 4 7SAV -30.9
9 7E - 38' 17' 6 7570/ -96 Sig
3A Is EGRE6
3e' 17• 5 7e70/-36'..B
4 Il EGRRESS 3a' 60' 4 7SAV -309
5 M 75-6H 3W 60' S 7SAV -3131
6 tt 725-O 3V 60' 4 7S.4V -30.1
1 40 60S0-9G0. 133' 96' S 9L13/ -40®
0 n 75-OW 30' 60' 4 7SAV -301
9 TT 75-SW 38' 60' 4 MAY -301
to n 7ECO:5ES9 30' 60' 4 70AV -301
11 A 7E 3S' 60' S 79,4V -3191
D 4I
36'NI6 30' 16' 4 7943/ -3LW
13 n 75.SH 30' 60' 4 ZSAV -3011
WIND DESIGN CRITERIA
A BASIC W110 6PEEO MPH (3 6EGRm GWT)
VLLT.50 / VAW-116 MPH
6 1NIEMAL PREASIKM OOEfRGEIR.. J6
Q RISK CATPAGRY.TYPE 11
D. 00MOSURE GATEGORI• C
NOTE,
VALUES FOR CGPPROlEWS T GLADOPIG FTWAS M ARE
BASED ON THE wit PEGIGH WM SPEED. FBCR 6TH F.D. (70Ti1
ALLOWS THESE F'IE:6OU E:5 TO BE MJLTIPLIED BY Ob TO
MEET THE ALLOWABLE OR HOMIMAL TESTED VALUES USED BY
PROOIICT MANLFACTURFRNL
HOTEL PRIOR TO DRYWALL
INSTALLATION ON ALL FRAMM
MEMBERS 7'-0' FROM THE FINISH
FLOOR WLL BE SPRAYED AND
TREATED W/ 'BORATE' A TERMITE
TREATMENT SPRAY
TOPLATE
7N6 0
W' FRAYED
16, or_
17,
CABINET SECTION
p
Qi ARCH DETAIL
O
4
02 ARCH DETAIL
03 ARCH DETAIL
4
i
ARCH DETAIL
9'-6' 4'-4' Y-I0' 0'-0' 1'-Im' W-0'
O 9 ro II
1
Q 75-964 75-SH 75.614 75-SH
II'-0A'NB m' m EGRESS EGRESS
W-4' GLrG. 7 I
4'-6'
I m II56
tLtw Loa
75-SW 7g-SH
I ro
TEMP
GREAT RM.
14'-m'NI9'-m' OWNER'S SUITE
I V 9'-4' OLD. 13'-O'Nlb'-0'
9'-4' CLG.
DIMTTE I
I
I
8'-I' 5'-5' 17'•4' Y-10' W-S'
I e
wr
9'-4' CLG. 9 I -4' @S:8IIIIuurIj
4X6 Y
POST I I w
0 A fl
III II
II 3'-m• III I I I I Ian e
STUD
r 4._S.
42' HI
WALL
Im
I
Tao]/
T1Pr7A 47>I I.C.6DTUD
I
4-
4'
I /
l2__J I 4'CLa9'-4' GLGb'-7' II'-7'
I
GROIN IIa' 6HFIF Lo•PN r-- IR-w" -
J
M014DIIGL-----
I BF IR 16 I
BDRM.64 0 i.
lo! 0 I 69'-4' GLG. I— 3."4. 4'-7'
1'-7'
T-W AFF.
b._b. 9._S. I'.7' r— 7••4' 10'•10'
4 ,
I all I I BDRM.03 mm
I0'-0'ND -6' 3Biq
4x6"
iaiQl. L _.1. J I g
9'-4' CLG.
c 6 FO6T W-4' I I
Q
I I GI J I
dEG
PATEL
LA I I ' 0 v II 6 a ® O
8-4' CN4 I 11 6 S
Y I ATTrc I
TUB LA;-:p 6J
4-8H MARCH Rfff
ti1° m CO]f 2-CAR GARAGEGARAGE
J
O
13F. 10'
3- -6 4'-10' i- 13'-0'
I'"4
5'-0'
7A
D'_4 z1M.02
9'-4' CLG. if6iSPl
T 7'-
26-SW 76-OH
3A E S6 C
Y
BC 6 TONE
in
µgem n i- VEIQ=ER
m
7'-6' 16'-0' 7'-6'
5'-0'
S.A. Y-10' S"A.
FIRST FLOOR PLAN
SCALE.V4'.I'-0' ELEVATICN E
mQr Oa
33
4M
STOPVERM
A E C N I T E C T
Design
1Y1 N. RONA10 REAGAN BLVD.
LONGWOOD. i137770
PN• 407.7744076
T.AX407.774A07N
AMW0np.00mm
All & 0003317
IIIIIIIIII
01111111111
I
BUDDrv. ad LOT:
KENSINGTON
RESERVE
IAT#23)
MODEL:
SEAGATE
VERSION004)
PROJECT#:
2997.000
FADE:
FIRST
FLOOR
PLAN
DATE: 2/6/18
BCALE: 1/4-=1'-O-
BI=ET
2 or 6
MAIL wm!m
ROME
oP Ra
r----------------------------------------------------
I
I I
I
I
I
I
I
I I
I
I
I
I
I
I
I I
I
I
I I
I
I
I
I
I
m 19'•4' J0'-B'
6 g•-m• 6• T•_4-
b II I I I I
JaI -I
6 I
I Oj
crA1R oAT I
r—
9417RISERS67.57•
x 3°• I J I
l0 TRRABS 010•
rz) uram or an•
I oOI
a 9
PLYWOM OR W4•
rMur Pape Faa 41
BONUS
19'-
01
AN
SOLO KARIM CL & E'-0' 0.Ca.
3/4• TAe GM RAM
19'•4' S'-10' 14'-10•
AAAM 4 KAILM J
rPaleaee
I
I
SECURE
e masmo I 2020- J20- J0J0-
AIL* o•wP' I K' FG
To ee wArten FJWM
r.4• em. mt.— —
tvn(eme
5 4 O
IT-4' II'-10• 7'-B' 7'-e' 3'-6'
I
I
I
I
I
I
Y
I
I I1•
10' J'-e' I I r
nr no arp. I
etI®PrtPoe I I
7( WA'KICK MA
I i ILh4acaR°
m e(, ao erwa+aePe7xv6TSECURMoyod I I
or_ I
L I
L4Pti4re
I
I
I
I
9
I
I
I
I
STAIR SECTION L------------ aFEaaP --
9'-4" BEG. A SCALE:1/7'=I'-0'
L---------------------------
I
J
SECOND FLOOR PLAN
E,-0 ELEVlATI E
C0[D fi.rt WEDOW GIAB
001F'OIE3R AND CLAOOfIRR NRD LOAM BASIC MRO E7tP'OBI E
FOR 5 8 0010 0Aar8
CRL • IA! m 1/M r0
0l3o71A1t1a
I 15 I- 4 J9.49/ •3J11
15 4 J959/ •
3Jli15Kal61• r.1-
J0J0-FG 4'S 36/-41D6
4 15 70J0-TG' 3U6/ -33.91
J0J0-FG u• 4 3U6/ -33.91
WIND DESIGN CRITERIA
4 El691G YRiD ePFEO r 1 (3 eEccro GWiI
WLT.150 / VA90.116 rR+l
B. NIERiAL Pl eellla= GO@FlGEI(f.. Je
G We1C GA1e30RT•1'TFe II
v. E> CATE[ARr' c
Hare.
V.attE!a Pale coragormRr (G..Avvera rPreeeure AIa
eAeED QI TFEi Wit OE°KN 110iD efEED. FBGR 6TN ED. (JOI'71
ALLOPll9 TFE9E PraEe611race TO BE M0.TIPLIED eT eb TO
r rr Tit£ ALLout4eLE OR elorto InAL reereD VALUES P>sEv er
1'ROOIICT FUY4PAR:T{PaElie.
A! R: M I T E C T E
Design
Grou rn
uut x aoxAw awax uw
toxcrwoo. n nrao
PM:4or-n4aoro
A¢401a744078
u.YNe..I.an
u c Dooms
8
t
C
aTJBDIV. Ac LOT:
KENSINGTON
RESERVE
IAT#23)
1LODSLc
SEAGATE
vaMIoNAoa)
PROJIDCT*1:
2997.000
PAGE:
SECOND
FLOOR
PLAN
rWl
DwT1Rr z/s/Le
SIlEET
2.1 air 6
REQUIRED INSPECTION SEQUENCE
RYAN HOMES SFR-DETACHED
Permit #
BUILDING PERMIT
Min Max Inspection Description
10 Form board / Foundation Survey
10 Slab / Mono Slab Pre our
20 Lintel / Tie Beam / Fill / Down Cell
30 Sheathing — Walls
30 Sheathing — Roof
30 50 Final Window
40 Roof Dry In
50 Frame
60 Insulation Rough In
70 Drywall / Sheetrock
40 70 Lath Inspection
50 1000 Final Roof
50 1000 Final Stucco / Siding
80 1000 Insulation Final
1000 Final Single Family Residence
Address:
ELEGTRICAL,PERMIT.. •
Min Max Inspection Description
10 Electric Underground
10 Footer / Slab Steel Bond
20 30 Temporary Underground Power TUG
30 Electric Rough
1000 Electric Final
U, B • C4 Fi I
Min Max Inspection Description
10 Plumbing Underground
20 Plumbing Tubset
10 1000 Plumbing Sewer
1000 Plumbing Final
R •ram
MECHANICAL
Z'1'1MfY
PERIVIIT,.!:'•*:"';;x
t•'Srii i,.... q-.t,.v.Y^u••,.qp}.y w;:Rr'%r.•._•,_ .iw_
Min Max Inspection Description
10 Mechanical Rough
1000 Mechanical Final
REVISED: June 2014
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: 18 - 15115
2
S) Y-0 n Documented Construction Value: $
Job Address: P6LY WQ r'J h / 6) 42 Historic District: Yes N
Parcel ID: ResidentiO Commercial
Type of Work: Ne79Addition Alteration
Rep7tionr Change of Use Move
Description of Work: Plumbing New Residential Constru
Plan Review Contact Person: Khrissy or Jamie
Phone: 407-323-7515 Fax: 407-323-8954
Title: Clerical
Property Owner Information
Name S
Street:
City, State Zip:
Phone:
Resident of property?: nQ
Contractor Information
Name Advantage Plumbing, Inc. Phone: 407-323-7515
Street: PO Box 1117
Fax: 407-323-8954
City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
ArchitectlEngineer Information
Phone:
Fax:
E-mail:
Mortgage Lender:
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, bollera, heaters, tanks, and air conditioners, etc.
FBC 1053 Shall be Inscribed with the date or application and the code In efred as of that date: 50 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
fNV- CE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required tom other govem>meatal entities such as watermanagementdistricts, state agencies, or federal agencies.
Accepts 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
is order to calculate a plea review charge and will be fee at the time ofpermit submittal. A Dopy of the executed contract is required
considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the cement ICC Valuation Tablo in effect at dic time We permit is issued, iDaccordancewithlocalordinance. Sbould calculated clargcs figured off the excwted contract exceed the actual construction value, credit will be applied to your permit foes 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,
8igaatrue of Vwner/Aamtt Data
Print OwaedAsent'e Name
Str-h- ofN*WySWe of Florida Df
Owner/Agent is Personally Known to Me
or iced ID Type of ID
ate, 5 9
940" a ofCM&NO dAvft Date
A. 7boow Smith
NO Ceotra¢ dAarla'a Neme
c
Ill R o o1Wr i WftQ% i L Wan.ds8mnn D°te
t NOTARY PUBM
STATE OF FLORMA
Ergtires ti/21lZO't1
Contractor/Agent is X 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: Occupancy Use: Flood Zone. -
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING:
CONUVE NTS:
teavieed: teas so, tot s
Pemh ADvliatiaa
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: ' j q
3) K,.e,n Si nGt i-0 Y1 Documented Construction Value: $ q%( (n, M
Job Address: 7 l:i1 Elan A nrih L.= Historic District: Yes No
Parcel ID: Residentia ommercial
Type of Work: New Addition Alteration Repair De ge of Use Move
Description of Work: Plumbing New Residential Construction
V I
Plan Review Contact Person: Khrissy or Jamie T' e• Clerical
Phone: 407-323-7515 Fax: 407-323-8954 Ema - info i-orlando.com
Property Owner Information
Name E Phone:
Street: Resident of property?
City, State Zip:
Contractor Information
Name Advantage Plumbing, Inc. Phone: 407-323-7515
Street: PO Box 1117
Fax: 407-323-8954
City, State Zip: Sanford, FL 32772 State License No.: CF-0057891
Architect/Engineer 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 10 effect as of that date: 50 Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
NOTICEd: In addition to the lequiof this permit, there may be additional restrictions applicable to this property that may be founinthepublicrecordsofthiscmountyanta. and there may be additional peTmits required from otter govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of
permit is verification gust I will notify the owner of the property of the requiremeata of Florida Lies Law, FS 713. The City
of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the exeeated contract is required in ordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actualconstructionvaluewillbefigurcredited
basedonthectaaentICCValuationTabloineffectatthetimetheermied, in local t isissuaccordancewithordinance. Should calculated charges figured off the executed contract exceed the actual ppoohconstructionvalue. applied your permitfeeswhenthepermitisissued. OWNER'S AFFIDAVIT:
I certify that all of the foregoing information is accurate and that all work will be done incompliancewithallapplicablelawsregulatingconstructionandzoning. slgrtature of OwnedAbeat
Date Print ownedAgent•a
Name signawm grNotary-bum
or rimida Date Owner/Agent is
Personally Known to Me or Produced ID
Type of ID 64MM Of ». .. A. '
1Lo = Smith
FrintCoomae or/Asart
aName Sisha ric otary
oeerrodw &mill Date NOTARY PUBLIC STATE
OF FLORIDA
rianilfitiGt 6888 E
Expires 81212MI
ContrttMdAgent is X
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: Occupancy
Use: Flood Zone: Total Sq Ft
of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - #
of Amps Plumbing - # of Fixtures Fire Sprinkler Permit:
Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING:. UTILITIES:
WASTE WATER: ENGINEERING: _ - FIRE: BUILDING: •
COM ENTS: Reviled:
Jmu 30,
2013 Permit Application
DESCRIPTION AS FURNISHED: Lot 23, KENSINGTON RESERVE, as recorded in Plot Book 81, Pages 86
through 92, Public Records of Seminole County, Florida.
BOUNDARY FOR / CERTIFIED TO: Ryan Homes/NVR Inc.
O
W
2
I REC. 1/2' I.R.
I NO 1. D.
LOT 48
S 00!19'09" E
77.65'
OFF.
I
24.50' 24.50' 24.50'
I
LOT 23
I27.50' 11.0 29.0'
10.20'
o CO. o
I toCONE.NC.
27.52'
I
11.0
I TWO STORY
RESIDENCE
F.F.- 25.94'
I
I
o
o I
in
3.5'A3.5' ElACPAD
I
COV'D.
I 5.0' CONE.
I b o
27.65'
I
14.0' ' 21.010.
20, ON
ONBRICK WALK
16
26.
50' 25.50 BARK
25.
50' I
10'unl.t--- I--- o_ 9' ESMT. 0.1 ' D=
90P08'03" R=
25.00' L=
39.33' C=
35.40' CB=
N 4404453" E 4'
CONC. WALK P.
C. (B'B') S 00°19'09" E SET
N&O 52. 86 ' 4596I
I
REC.
112" I.R. I
NO I.D. O
O
o N
SET
N&D 4596
TH
LOOP HAjV #'0R 50'
PRIVATE ROAD) LOT
47 LOT
24 3,
03 P AQ W0 1- Ln0
V:, bQ:
4 16 -1515 PROPOSED -
FINSHED SPOT GRADE ELEVATIONS FRONT = 25 rR
I7 DRAINAGE PLANS PLOT PLAN AREA CALCULATIONS REAR 20' PROPOSED
DRAINAGE FLOW ,a, IMPERVIOUS COVERAGE - 3,032t SQUARE FEET OR 34.4Z SIDE - 5' FOR 40' LOTS LOT
ITGRADING TYPE A SQUARENTAINS 8.809* FEET LOTOAREAFOR 75' Q PROPOSED
FINISH FLOOR PER PLANS - 25.6 LIVING CONTAINS 2, SQUARE FEET SIDE - 10' LOTS SIDE
STREET = 25' QQCONE (ANAL PORCH CONTAINS 5691 SQUARE FEET t :=
R UIS'LTNMEYFR - SCOTT A SSO C , INC. - LAND SURVEYORS LEGEND -
5400
E. COLONIAL DR. ORLANDO. FL. 32807, (407)-277-3232 FAX (407)-658-1436 P
PLAT PZA_ POINT ON LINC r .
YIELD TYP. • TYPICAL NOTES: 1 •. .
IRUN PIPC PAL' •POINT Or REVERS[ C AIURC 1. THE UNUERSICNEO DOES HEREBY CERI9Y TINT THIS SURVEY Man THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOWO OF IA. •
IRON ROD PLC. • POINr Or COMPOUND CURVATURE PROrESUCNAL SURVE-?S AND MAPPERS W CHAPTER SJ-17 FLORIW ADMW4TRARVE CODE PURSUWT TD SECTION 472.027, FLORIDA STAIVES CH. •
CONCRETE NpRIMENT RA0. • RADIAL 2, UNLESS EMBOSSED WyN SUFL VR'S SR:NATVRE AND OR IAL RAISED SEA4 THIS SURVEY YAP OR COPIES ARE NOT VAIRI. L'
1 IN. . I/2' IR ./DLB 4596 NR NON-PADIAL VP. •
VITNCSS POINT J. THIS SURVEY WAS PREPARED FROM. THE WFORM4110H FURNISHED TO THE SURVEI'OR. THERE ANY BE OTHER RESIIRIGF06 TILL'. • RCCOVCRCD P
O.D vO1N1 Di 'CrCALL CALCULATED v:
IC DINT Or COHNCNCCN[NT AM • ERNANOR REFERENCE IONVRENT OR
EISENENrS THAT AFFECT INIS PROPERTY. 4.
NO UNMXROUND 1MrROVEVENIS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CCNTL'
RL INC rI, • nPUSHED rLUDR ELCVATION 5. THIS SURVEY n PREPARED FOR THE SOLE BENE"T OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON OY ANY OTHER QITITY. N:7 •NAIL L DISK DSL •WILDING SCTBACN LINE BJL •
BENCHMARK g, WMENSA7NS SHOWN FOR ME 'OGTION Or INPROVENrM HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. I, `
S .NIGHT-pr-VAT CSHI.
CASCHCNI B.B. VASE BEARING 7. 9E:T CS. ARE BASED ASSUMED :NTUN AND ON THE LINE SHOWN AS BASE BFiARINC (ILB.) p+
nir. •DRAINAGE B. LTCVATIONS. IF-IIDWv. ARE BISED ON 14nONAL OE000T/C VERrTC4 DATUM Or IV2V. UNLESS OTHERWISE Norm. VTII .
UTILITY CLfC
CHAIN LINK rENCE V.
CERTIFICATE Or AUTHORIZATION W 45911t. VILrC
VOOD FENCE CID •
CONCRETE R.00r, SCALE M- 1' - 20 —i DRAWN BY: ••• PX -
POINT Or CURVATURE P.
1 . POINT Or TANGGCY CERTIFIED BY.• DATE _
ORDER NO.- - -- OESr •
DCSCRIPT ION R.. .
RADIUS PLOT PLAN 01-30-2018 507-18 A .
APE LENGnI DELTA
REVISED PLOT PLAN 02-06-15 C' . CNORD
1. R •
CHORD DEARING NORTH FORM80ARD
FOUNDAnON/
ELEVS. 06-11-2016 FINAL/ELEVS.
09-12-2018 3789-18
6166-18
AYV. MIS
BUILDING/
PROPERTY DOES NOT LIE WITHIN 70M SENM—
R.L.S• 4714 THE ESTABLISHED
100 YEAR FLOOD PLANE AS PER FIRM' JAMES W. SCOTT. R.L.S 4801 ONE X'
MAP 1 12117CO09OF (09-28-07)
Head flashing tie-in instructions:
Flanged Window VCRDET-too 1. Cut, fold up and temporarily secure
weather -resistive barrier above header to
Flashing Installation After Weather -Resistive Barrier allow for flashing installation
2. Install Grace Vycor Plus head flashing
MECHANICALLY FASTEN WEATHER-
FOLD UP WEATHER-
RESISTIVE BARRIER &
under weather -resistive barrier
RESISTIVEASNECESSARYINDER
TEMPORARILY SECURE 3 Fold weather -resistive barrier back over
CORNERS THROUGH
GRACE VYCOFe PLUS head flashing and seal with tape
R
Notes:
1. For the most current details, installation
MAIM., ,
SHEATHINGT and product information, see ourwvideoSILLPLATEwebsiteatwww.graceconstruction.com
we
p / FOR OPTIONS)
06
2. RIPCORD° (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Remove weather -resistive barrier from top
GRACE VYCOR® PLUS of window sill plate
4. Install Grace Vycor Plus in order
i / shown by numbers
Do NOT R"W OVER
B TTOM NNUNO FUINGE 5. Install Grace Vycor Plus and weather -
resistive barrier to form water -shedding laps
6. Detail also relevant for Grace Vycor V40
Flanged Window VCRDET tol
Option 1- Low Exposure
Notes:
NAILING FLANGE
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS THROUGH
GRACE VYC.OR* PLUS --I
GRACE
VYCOR®
DO NOT FLASH OVER
BOTTOM NAILING FLANGE-
A
EXTERIOR
NSHEATHING1. For the most current details, installation video and
product information, see our web site at www.
graceconsnction.com 2.
RIPCORD* (Split Release on Demand) can be SILL
PLATE removed from Grace Vycor Plus for ease of FOR
OPTIONS) oa
installation
p :._ •
3. Install Grace Vycor Plus in order as shown by
numbers 4.
If applicable, leave release paper on lower half
of sill flashing until future tie-in GRACE®
VYCOR
PLUS 5. Install Grace Vycor Plus and weather -resistive barrier
to form water -shedding laps 6.
Detail also relevant for Grace Vycor V40
T 1ozFlangedWindowVCRDE
Option 2 - AAMA Recommendation Notes:
NAILING FLANGE
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS THROUGH
GRACE VYCOR® PLUS --I
GRACE '
VYCOR ®PLUS
DO NOT FLASH OVER
BOTTOM NAILING FLANGE
EXTERIOR
SHEATHING 1. For the most current details, installation video
and product information, see bur web site at
www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order shown
by numbers
4. If applicable, leave release paper on lower
GRACE
half of sill flashing until future tie-in
VYCOR® PLUS 5. Install Grace Vycor Plus and weather -resistive
barriertoform water -shedding laps 6.
Detail also relevant for Grace VycorV40 Flanged
Window VCRDEr-103 - Option
3 - Severe Exposure Notes: MECHANICALLY
FASTEN AS EXTERIORSHEATHING 1. For the most current details, installation NECESSARY
IN CORNERS video and product information, see our web THROUJH
GRACE site at wwwgraceconstruction com VYCORPLUS2.
RIPCORD° (Split Release on Demand) can be SILL
PLATE removed from Grace Vycor Plus for ease of SEE
VCRDET 106 FOR
OPTIONS) installation O_:
w 3.
Install Grace Vycor Plus in order shown by numbers
leave
release on lower GRACE
4. If applicable, paper GRACE
VYC.OR® PLUS half of sill flashing until future tie-in VYCOR' PLUS
i I
5. Install Grace Vycor Plus and weather -resis- tive
barrier to form water -shedding laps 6.
Detail also relevant for Grace Vycor V40 DO
NOT FLASH OVER BOTTOM
NAIUNG FLANGE
Half Round Window VCRDEF-m
Option 1- low to Moderate Exposure Notes:
DO-ERIORSHEATHING1. For the most current details, installation video SILLPLATE (SEE
VCRDEr-106 and product irrfonnation, see our web site at A
FOR OPTIONS) www.graceconst uction.com RFFERTO
TEGHNIvu. LETTER:
1 ON CHEMICAL COMPATIBILITY
WITH NAILING
FLANGE A
r "
8 f1'C 4 •k DO
NOT FLASH OVER BOTTOM
NAILING FLANGE GRACE®
VYOOR
PLus- 2.
RIPCORD* (Split Release on Demand) can be removed
from Grace Vycor Plus for ease of installation
3.
Install Grace Vycor Plus in order as shown by
numbers L
GRACE PLUS
4.
Mechanicallyfasten as necessary VYCOFP
5.
If applicable, leave release paper on lower CORNER
PATCH half of sill flashin until future be SEEVCRDETb04gFOR
OPTIONS) 6.
Install Grace Vycor Plus and weather -resistive barrier
to form water -shedding laps 7.
Detail also relevant for Grace Vycor V40 Half
Round Window VERDEr--105 Option
2 - Severe Exposure Notes: REFER
TO TECWQLL-^ LETTER
CL ON CHEMICAL COMPATIBILITY
WITH NAILING
FLANGE ZAP
EXTERIOR
SHEATHING—` SEE
VCRDET--106 FOR
OPTIONS) 1.
For the most current details, installation video and
product information, see our web site at www.
graceconstruction.com 2.
RIPCORD* (Split Release on Demand) can be removed
from Grace Vycor Plus for ease of installation
3.
Install Grace Vycor Plus in order shown by
numbers PLUS
4.
Mechanically fasten as necessary 5.
If applicable, leave release paper on lower half
of sill flashing until future tie-in 6.
Install Grace Vycor Plus and weather -resistive barrier
to form water -shedding laps Do
NOT RASH OVERGE ? BOTTOM
NMLNGRAN7. Detail also relevant for Grace Vycor V40
Sill Plate ®ptions vcRDEr,o6
OPTION - A
NOTE #2
WALL SHEATHING J
VINYL
GRACE VYCORO PLUS
WOODEN
SIDING
SILL PLATE
OPTION - B
CORNER PATCH OR
COMPATIBLE SEALANT
SEE NOTE #2— /
WALL SHEATHING J
Tie-in with Vinyl Siding at Window Sill VCRDEF-107
WOODEN
FURRING
STRIP
SILL PLATE
Notes:
1. For the most current details, installation
video and product information, see our
web site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can
be removed from Grace Vycor Plus for
ease of installation
3. Remove weather -resistive barrier from
top of window sill plate
4. Install sill flashing as shown at left
5. Install Grace Vycor Plus around remaining
window unit per Grace Window Details
VCRDET 100 to 105)
6. Install Grace Vycor Plus and weather -
resistive barrier to form water -shedding
laps
5. Option C: Install wooden furring strip on
top of wooden siding prior to Grace Vycor
Plus
B. Detail also relevant for Grace Vycor V40
Notes:
1. For the most current details, installation video and product
information, see our web site at www.graceconstruction.com
2. RIPCORD" (Split Release on Demand) can be removed from
Grace Vycor Plus for ease of installation
3. Install Grace Vycor Plus and weather -resistive barrier to form
RD@
RELEASE ON DEMAND-)
water -shedding laps
4. Remove weather -resistive barrier from top of window sill plate
SILL PLATE 5. Leave release paper on lower half of Grace Vycor Plus Sill
SEE VCRDET 106
FOR OPTIONS) Flashing until future tie-in
B. Extend Grace Vywr Plus over nailing flange of the last com-
plete course of siding panel and trim Grace Vycor Plus to
L SHEATHING protect from permanent exposure to LIV
7. Install Grace Vycor Plus around remaining window unit per
Grace Window Details (VCRDET--100 to 105)
NEATHER-RESISTIVE
3ARRIER (OPTIONAL) 8. Detail also relevant for Grace Vycor V40
9. Leave release paper on or other bond breaker between Grace
Vycor Plus and vinyl
Outside Corner VCRDET 500
WEATHER-RESIS
BARRIER (OPIIOI
GRACE
VYCOR® PLUS
Notes:
1. For the most current details, installation video
and product information, see our web site at
www.graceconstruction.com
lEATHING 2. RIPCORD° (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order as shown
by numbers
4. Mechanically fasten as necessary
5. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
GRACE6. Detail also relevant for Grace Vycor V40 VYCOR® PLUS ET
504 FOR OPTIONS) Wall -
to -Wall Outside Corner VCRDET 501 7.
Notes:
GRACE
VYCOR
PLUS
SIDING
R
IS
1.
For the most current details, installation Video
and product information, see our web site
at www.graceconstrucdon.com 2.
RIPCORD® (Split Release on Demand) can be
removed from Glace Vycor Plus for ease
of installation 3.
Install Grace Vycor Plus and weather -resis- tive
barrier to form water -shedding laps 4.
Extend Grace Vycor Plus beyond joint between
siding and comer post/boards 5.
Install Grace Vycor Plus on outside comer for
the height of the wall 6.
Detail also relevant for Grace Vycor V40
Inside Corner VCRDET--502
RUBBERIZED
Notes:
RUBBERIZED
ASPHALTADHESIVE
ro
a
ASPHALT ADHESNE
GRACE r x
VYCORePLUs '
MN.
SCORED RELEASE
PAPER
ISFFORE FOIDON0. SCONE REI2A9E PAPER7OWWEADN®VEA9 R OWM
a
MECHANICALLY FASTEN AS NECESSARY IN
CORNERS THROUGH GRACE UNDERLAYMENT
1. For the most current details, Installation
video and product information, see our web
site at www.graceconstruction.com
2. RIPCORD* (Split Release on Demand can be
removed from Grace Vycor Plus for ease of
installation
3. Use a square piece of membrane (3 inches x
3 inches minimum) for inside comer
4. Use RIPCORD (Split Release on Demand)
for ease of installation and to minimize
scoring release paper
5. Fold as shown by arrows
6. Angle of comer may vary, adjust folding of
the membrane accordingly to fit tightly to
comer .
7. Install Grace Vycor Plus and weather -resistive bar-
riertoform water -shedding laps B.
Detail also relevant for Grace Vycor V40 Wall -
to -Wall Inside Corner VCRDET-5M Notes:
VINYL
SIDING VYCOR'
SIDING
WOOD
SIDING 1.
For the most current details, installation video
and product information, see our web
site at www.graceconstruction.com 2.
RIPCORDS (Split Release on Demand) can be
removed from Grace Vycor Plus for ease
of installation 3.
Install Grace Vycor Plus and weather - resistive
barrier to form water -shedding laps
4.
Extend Grace Vycor Plus beyond joint between
siding and comer post/boards 5.
Install Grace Vycor Plus on inside comer for
the height of the wall 6.
Detail also relevant for Grace VycorV40
Corner Detailing Patch Options VCRDET--5D4
Notes:
t. For the midst current details, installation video and product
information, see our web site at www.graceconstruction.com
Z. RIPCORD* (Split Release on Demand) can be removed from
Grace Vycor° Plus for ease of installation
3. Remove release paper at time of installation of comer patch
4. Nominal patch size is 3 inches x 3 inches
5. Detail also relevant for Grace Vycor V40
Option -A F-T,
PATCH -A
Option-B
PATCH-B
Option-C
PATCn-v
RELIEF
CUT
rrl 1 V!T-n
INSTALLED AT CORNER
rr%1 WI. -
INSTALLED AT CORNER
PATCH-C
INSTALLED AT CORNER
Foundation Sill Plate VCRDET--505
Option 1
Notes:
WEATHER-RESISTWE
BARRIER toPnoNAQNAL)-1 1 For the most current details, installation
EXrERIOR-
SHEATHING
GRACE
VYCORO
e
STUD WALL
SILL SEAL
GRACEVYCOR®
PLUS
FOUNDATION
WALL
video and product information, see our web
site at www.graceconstruction.com
2. RIPCORD® (Split Release on Demand) can
be removed from Grace Vycor° Plus for
ease of installation
3. Install Grace Vycor Plus in order shown by
numbers
4. Install Grace Vycor Plus and weather-resis-
tive barrier to form water -shedding laps
5. If priming is necessary, use Perm -A -Barrier
WB Primerto promote adhesion to concrete
6. Detail also relevant for Grace Vycor V40
Foundation Sill Plate VCRDEr--5o6
Option 2
Notes:
WEATHER -RESISTIVE
BARRIER (OPTIONAL)
SHEATHING
STUD WALL
SILL SEAL
GRACE VYCOR®
2e ;
e .Q
PLUS
e
FOUNDATION
v
WALL
e
a
v
e
1. For the most current details, installation video
and product information, see our web site at
www.graceconstructon.com
2. RIPCORD® (Split Release on Demand) can be
removed from Grace Vycor Plus for ease of
installation
3. Install Grace Vycor Plus in order shown by
numbers
4. Install Grace Vycor Plus and weather -resistive
barrier to form water -shedding laps
5. If priming is necessary, use Perm -A -Barrier
WB Primer to promote adhesion to concrete
6. Detail also relevant for Grace Vycor V40
Georgia-Pacific
Technical Service Hotline 1.8UO.7Z5.6119 or , DensArmor Pius® = Sum"corn
Interior Panels 9P9YP
Manufacturer
Georgia-Pacific Gypsum Georgia-Pa2180Medowra
fic Canada
133 Peachtree Street le Boulevard, Suite 200
Atlanta, GA 30303 Mississauga, ON l5N 5S3
Technical Service Hotline:1-800-225-6119
Description
DensArmor Plus® Interior Panels are noncombustible (as defined and tested in
accordance with ASTM El36 or CANNLC S114) interior panels that consist of a
moisture -resistant gypsum core with coated fiberglass mats The fiberglass mats
provide superior protection from incidental moisture. DensArmor Plus Panels arehighlyresistantto -the growth of mold, and have scored a 10, the highest level of
performance for mold resistance under ASTM D3273 test method.
The core of DensArmor Plus panels is reinforced with fiberglass, increasing the
product's strength. The treated core and the coated facings made with fiberglassoffergreatermoistureresistanceandimproveddimensionalstabilitythanregular
gypsum board. The product resists warping, rippling and buckling.
They have a tapered edge to receive joint treatment The field of the board can be
finished in the same manner as regular gypsum board.
DensArmor Plus Interior Panels are GREENGUARD and GREENGUARD Gold
Certified for low emissions of volatile organic compounds (UOCs) by a leading
third -parry organization, UL Environment In addition, DensArmor Plus InteriorPanelsarelistedasGREENGUARDmicrobialresistantThislistingmeans
DensArmor Plus Panels, which feature fiberglass mats instead of paper facingsusedonthesurfaceoftraditionalgypsumboardproducts, resist mold growth.
The microbial resistant test is based on ASTM D6329, a testing standard set
by ASTM International, which develops testing guidelines and procedures for
building materials, products, systems, and services.
DensArmor Plus Panels also are listed in the Collaborative for High Performance
Schools® (CHPSO) High Performance Products Database for low emissions of VOCs. CHPS is a national non-profit organization that works with school districts and
their design teams to improve the quality of education by using products that
have met requirements to receive CHPS credits.
Primary UsesDensArmorPlus Interior Panels are an interior wall or ceiling covering material for
use irh new construction or renovation work. They are designed for direct attachment
wit htprb'ws or nails to wood and metal framing or existing surfaces. They maybeusedasacoveringmaterialforflatorcurvedstructuresDensArmorPlusPanels
are manufactured with fiberglass mat surfaces. They have a tapered edge to receive
joint treatment
Use on interiors of exterior walls, where moisture intrusion is most likety.
Use in pre -rock areas, where the windows, doors or roof have not beeninstalledmakingmoistureintrusioninevitable. DensArmor Plus Panels
come with a limited warranty against delamination and deterioration for
up to 12 months of exposure to normal weather conditions'
Use in wet areas behind tile, such as tub and shower areas, where
ASTM C1395, Section 7 is allowed by code.
For complete warranty details, visit www.gPgypsum.com.
Submittal Job Name
Approvals
Contractor
Date
Limitations
DensArmor Plus Interior Panels are a non-structural product and should not be
used as a nailing base to support heavy wall -mounted objects.
Intended for interior applications and soffits in protected areas, DensArmor Plus
Panels must be kept dry during storage and handling.
Do not use DensArmor Plus® Fireguard® (per ASTM C165B) Panels where there is
prolonged exposure to temperatures exceeding 125 F (52'C), e.g. adjacent to
wood burning stoves, heating appliances, saunas or steam rooms.
Technical Data
Flame spread and smoke developed rating of 0/0 when tested in accordance with
ASTM E84 or CAN/ULC S102.
Noncombustible as described and tested in accordance with ASTM E136 or
CAN/ULC S114.
5/8" DensArmor Plus Fireguard panels are UL and ULC Classified Type DAP.
1/2" and 5Ar DensArmor Plus® Fireguard CO panels are UL and ULC Classified
Type DAPC.
Decoration
DensArmor Plus Interior Panels are designed to accept most types of paints,
textures and wall covering materials. Because of the enhanced moisture- and
mold -resistant properties of DensArmor Plus Panels, drying times for both joint
compound and wall coverings may vary. Always follow paint or wall covering
manufacturer's installation instructions when applying either of these finishes.
Georgia-Pacific Gypsum strongly recommends priming the surface of DensArmor
Plus Panels with a quality, high solids primer/sealer before applying a final
decorative material. Priming will equalize the suction variations between the joint
compounds and the fiberglass surlces. If glossy paints are used in such areas
as kitchens or bathrooms, skim coat joint compound over the entire surface ofDensArmorPlusPanelstoreducehighlightingorjointphotographing. This method
is also recommended in areas with severe natural or artificial side lighting.
Handling and Use —CAUTIONThisproductcontainsfiberglass facings which may cause skin irritation. Dust and
fibers produced during the handling and installation of the product may cause
skin, eye and respiratory tract irritation. Avoid breathing dust and minimize con-
tact with skin and eyes. Wear long sleeve shirts, long pants and eye protection.
Always maintain adequate ventilation. Use a dust mask or NIOSH/MSHA
approved respirator as appropriate in dusty or poorly ventilated areas..
Stack DensArmor Plus Interior Panels flat on a level surface. As individual sheets
are removed for installation, they should be raised up on edge carefully and carried
in a vertical position. Appropriate handling for gypsum board is also outlined in
Gypsum Association Publications GA-216 and GA 801.
Take care to avoid impact, undue flexing and subsequent damage to board edges,
ends and comers.
Material Safety Data Sheet (MSDS) is available at www.buildgp.com/safetyinfo
or call IA04-652-5119.
Applicable Standards
Manufactured to meet ASTM C1656, ASTM C1396 Section 7 and ASTM C1177.
condbued —,
Stamps/Sognarureg
1411., Georgia-Pacific
DensArmor PlusIntevior Panels
Sizes and Edges
DensArmor Plus Thickness: 1/2" (12.7 mm), Width: 4' (1219 mm),
Lengths: 8'-12' (2438 mm-3658 mm), Edges: Tapered
DensArnDr Plus Fireguard C Thickness:1/2" (12.7 mm), Width: 4' (1Z19 mm);
Lengths: 8'-12' (2438 mm-3658 mm), Edges: Tapered
DensArmor Plus Fireguard Thickness: 5/8' (15.9 mmy Width: 4' (1219 mm);
Lengths: 8'-12' (2438 mm-3658 mm); Edges: Tapered
DensArmor Plus Fireguard C Thickness: 5/8' (15.9 mm); Width: 4' (1219 mm);
Lengths: 8'-1Z' (2438 mm-3658 mm), Edges: Tapered
Physical Properties
Technical Service Hotline 1.800.225.6119 or
www.gpgypslum.Com
Installation
Denskmor Plus° Interior Panels should be installed according to the most current
versions of Gypsum Association Publication GA-216 "Application and Finishing of
Gypsum Board for Non -Fire -Rated Construction."
For fire -rated installations, the installation and details shall be in conformity with
those assemblies published in the Gypsum Association Fire Resistance Design
Manual GA-600, UL and ULC Fire Resistance Directories.
Thickness, nominal' 1/2' (127 mm)
t 1/64" IDA mm)
1/2" (12.7 mm)
t 1164" (0.4 mm)
5/13' (15.9 mm)
t 1/64" (DA mm)
5J8' (15 9 mm)
t 1/64' (0.4 mm)
Width, standard' 4' (1219 mm)
t 3/32" (7-4 mm)
4' (1219 mm)
t 3/3Z' RA mm)
410219 mm)
t 3/32' (2.4 mm)
4' (1219 mm)
t 3/32' (7.4 mm)
Length, standard' 8' (2438 mm) to
12' (3658 mm)
8' (2438 mm) to
12, (3658 mm)
8' (2438 mm) to
12' (3658 mm)
8' (2438 mm) to
12' (3658 mm)
t 1/4" (6.4 mm) t V4' (6.4 mm) t 1/4" (6.4 mm) t V4" (6A mm)
Weight', nominal, lbs./sq. fL, (Kg/m') Z.0 (9.8) 20 (9.8) Z.5 (122) 2.4 (1Z.1)
Edges Tapered Tapered Tapered Tapered
Permeance', Penis (ng/Pa - s- m9 10 (570) 10 (570) 10 (570) 10 (570)
Linear expansion with moisture change, c ,t 1 n4 R 75 x fps 6.25 x IV
Coefficient of thermal expansion,
in/n/'F (mm/mm/'C) 8.5 x 104 (15.3 x 1 D9 8.5 x 104 (15.3 x I D4) 8.5 x 104 (15.3 x 10) 8.5 x 104 (15.3 x 104)
Flexural strength, parallel, Ibf.i' (N) ago 1355) aRD (355) z100 (444) 2100 (444)
Flexural strength, perpendicular, Ibf a' (N) x100 (444) z100 (444) Z140 (622) 2:140 (622)
R Value', ft'-'F- hr/8TU (ff?- KM 56(0.099) 5610.099) 57 (0.118) 67 (0.118)
I__«,_ I........ 6."hie Nnnmmhustible Noncombustible
Nail pull resistance, Ibf a' (N) Zuu (3bb) au rauur
L15 (67) z15167)
Hardness core, edges and ends, Ibf. (N) 215 (67) 215 (57)
Water absorption (% of weight)" 5 5 5 5
Surface water absorption's' 1.6 grams 1.5 grams 1.6 grams 1.5 grams
Surface burning characteristics
per ASTM E84 or CAN/ULC S102): 0/0 0/0 0/0
flame spread/smoke developed
Humidified deflections'
WO
s2/8'(6.4 mm) sZ/8'16.4 mm) 13 mm) sIAF (3 mm)
Bending radius 6' (1829 mm) 6' (1829 mm) 81(24Ar2438 mm) 8' (2438 mm)
Repmsents apprwrie a weight for design and shipping purposes ' Double fasteners on ends as needed
Tested in accordance wid; ASTM C518 ' As defined and tested in accordance with ASTM E136 orCAA1/ULC S114.
Tested in accordance with ASTM C473 ' Tested in accordance with AS7M E95 fdry cup method!
Specified values per ASTM C1658 and ADM C1177
AitlkGeorgia-Pacific
Gypsum
U.S.A. Georgia-Pacific Gypsum U.0
Georgia-Pacific Gypsum II U.0
Canada Georgia-Pacific Canada LP
SALES INFORMATION AND ORDER PLACEMENT
USA West 1-8004824-7503
Midwest 1-80D-876-4746
South Central: 1-800-231-6050
Southeast 1-800-3Z7-2344
Northeast 1-BDD-947-4497
G4N,4a4l Canada Toll Free: 1-800-387-6823
Quebec Toll Free: (-8oD-361-0485
TECHNICAL INFORMATION
U.SA and Canada:l-BUD-225-6119, WWW.gpgypsum.com
anuw 6,,*e0=at Any mwad>n4. VOTM uc nem.=411.
TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific
Gypsum LLC. Collaborative for High Performance Schools and CHPS are trademarks owned by
Collaborative for High Performance Schools Inc.
WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this
product, please go to www.gpgypsum.com and select the product for warranty information. All sales
of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com.
UPDATES AND CURRENT INFORMATION The information in this document may change without
notice. Visit our website at www.gpgypsum.com for updates and current information.
CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfa
or call 1-80D-26-6119.
FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or
labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems. does not mean that
either a particular assembly/system incorporating the product, or any given piece of the product
itself, will necessarily provide one, hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninanactualfire. In the event of an actual fire, you should
immediately take any and all actions necessary for your safety and the safety of others without
regard for any fire rating of any product or assembly/system.
Georgia-Pacific
DensGlass®
Sheathinq
Manufacturer
Georgia-Pacific Gypsum Georgia -Pack Canada
133 Peachtree Street 2180 Meadowvale Boulevard, Sub 200
Atlanta, GA 30303 Mississauga, ON L5N 5S3
Technical Service Hotline:1-800-225-6119
Description
DensGlass• Sheathing is a gypsum panel made of a treated, water-resistant
core, surfaced with fiberglass mats and a GOLD colored primer coating. Providing
superb protection from the elements, DensGlass Sheathing is resistant to
delamination and deterioration due to weather exposure —even during construction
delays that last as long as twelve months after installation and are backed by a
limited warranty against delamination and deterioration for up to 12 months of
exposure to normal weather conditions' DensGlass Sheathing panels are also
mold -resistant, and have scored a 10, the highest level of performance for mold
resistance under ASTM 03V3 test method.
DensGlass Sheathing exhibits a dimensional stability that assures resistance to warping,
rippling, buckling and sagging for a flat and even substrate and is noncombustible
as defined and tested in accordance with ASTM El36 or CAN/ULC 5714. Since
DensGlass Sheathing is strong in both directions, it may be installed either
parallel or perpendicular to wall framing members (always follow specific
assembly installation instructions).
Primary Uses
Because of the superior performance of DensGlass Sheathing, it is specified for
exterior walls, ceilings and soffits in a wide variety of applications. These include
exterior insulation and finish systems (EIFS): cavity brick or stone veneer applications;
cladding such as wood siding, vinyl siding, composition siding, wood shingles,
shakes, conventional stucco systems, plywood siding panels; and interior finish
systems that require a substrate panel with superior fire and moisture resistance.
For EIFS applications, DensGlass Sheathing is an ideal substrate for adhesive or
mechanical application of expanded polystyrene or extruded polystyrene insulation,
and is recommended in all climate zones.
Manufacturers of water and air resistive barriers, which include attached flexible
membranes, self -adhered membrane and liquid applied, have found DensGlass
Sheathing to be a suitable substrate for their systems.
DensGlass Sheathing is an ideal product for exterior ceilings and soffits for both
cold and warm climate zones. It resists sagging, even under exceptionally humid
conditions. Panels are applied directly to structural framing. Surface and joints
may be finished and painted, or surfaced with an exterior finish system.
Limitations
DensGlass Sheathing is resistant to normal weather conditions, but it is not intended
for immersion in water. Cascading root/floor water should be directed away from
the sheathing until appropriate drainage is installed.
Avoid any condition that will create moisture in the air and condensation on
DensGlass Sheathing. The use of forced air heaters creates volumes of water
vapor which, when not properly vented, can condense on building materials.
The use of these heaters and any resulting damage is not the responsibility of
Georgia-Pacific Gypsum. Consult heater manufacturer for proper use and ventilation.
For complete warranty details, visit www.gpgypsum.com.
Submittal Job Name
Approvals
Contractor
neto
Technical Service Hotline 1.800.225.6119 or
www.gpgypsum.com
When DensGlass Sheathing panels are used in slameo wan appncaoons, uhar puruun
of the wall must be temporarily protected from the elements. Do not allow water
to pond or settle on sheathing. Also, exposed wall ends must be covered to
prevent water from infiltrating the cavity.
Georgia-Pacific Gypsum does not warrant and is not responsible or liable for the
performance of the cladding or exterior systems applied over DensGlass Sheathing.
The suitability and compatibility of any system is the responsibility of the system
manufacturer or design authority.
Do not laminate masonry surfaces to DensGlass Sheathing; use furring strips or
framing.
DensGlass Sheathing is not intended for roof applications. For roof applications,
consult our DensDeck° Roof Board brochure.
DensGlass Sheathing is not -intended for interior or exterior tile applications. For
interior file applications, consult our DensShield® Tile Backer brochure.
DensGlass Sheathing should not be used in lieu of plywood where required.
Do not apply DensGlass Sheathing below grade.
For all installations, design details such as fasteners, sealants and control joints
per system specifications must be properly installed. Openings and penetrations
must be properly flashed and sealed. Failure to do so will void the warranty.
Do not use DensGlass Sheathing as a base for nailing or mechanical fastening.
Fasteners should be flush to the face of the board, not countersunk.
Technical Data
DensGlass Sheathing is noncombustible as described and tested in accordance '
with ASTM El36 or CAN/ULC 5114.
DensGlass Sheathing exceeds ASTM C1395 sheathing standards for humidified
deflection by a factor of 10 in tests over the standard for regular gypsum sheathing.
5/r (15.9 mm) DensGlass* Fireguard° Sheathing is UL and ULC classified Type DGG.
DensGlass Sheathing is manufactured to meet ASTM C1177.
Rome spread and smoke develop rating of 0/0 when tested in accordance with
ASTM E84 or CANNLC S1 OZ.
Handling and Use —CAUTION
This product contains fiberglass facings whichimay cause skin irritation. Dust
and fibers produced during the handling and installation of the product may
cause skin, eye and respiratory tract irritation. Avoid breathing dust and mini-
mize contact with skin and eyes. Wear long sleeve shirts, long pants and eye
protection. Always maintain adequate ventilation. Use a dust mask or NIOSH/
MSHA approved respirator as appropriate in dusty or poorly ventilated areas.
Material Safety Data Sheet (MSDS) is available at www.buildgp.com/sawnto
or call 1AO4-652-5119.
Product Data
Thicknesses:1/2'(12.7 mm); 5/8' (15.9 mm) is Type X (ASTM C1177)
Width: 4' (1220 mm) standard, tolerance up tot 1/8' (3.2 mm)
Lengths: B' (2438 mm), 9' (2743 mm) or 10' (3D48 mm) standard
Edges: Square
cortdnued—>
Sum ps/Signa urea
Georgia-Pacific
De nsG Lass® ' : .Technical Service ttotlrne i.nuu.cca.or ry or
Sheathing I wvvvv.gpgypsum.com
Physical
4' (1219 mm) ± 1/8' (3 mm) 4' 0219 mm) ± 1/8' (3 mm)
Width, nominal
B' (2440 mm), 9' (2743 mm). 8' (2440 mm), 9' (2743 mm).
Length, standard 10' (3048 mm), ± 1/4' (6 mm) 10, (3048 mm), ± 1/4' (6 mm)
Weight, nominal, Ibs./s . ft (Kg/m') 1.9191 7-5 (12)
Edges
S uare 5 uare
Bending radius°
6' 1IR29 mm) 8' 12438 mm)
Racking strength°, Ibs /ft (dry) (N/m), Ultimate -not design value 540(7878) 654 (9544)
Flexural strength., parallel, IV. (N), 4' weak direction 280(356) x100 (445)
500 (3445 Val
Compressive strength min. 500 osi (3445 kPa) min. psi
Humidified deflection'' 23 (
6 mm) 1/8' (3 mm)
Permeance', Perms In Pa•s•m 23 (1300) 17 (970)
t' FRValue', f•hr/BTU Im=•K/Wl 5610.099) 671D.118)
Combustibili'
Noncombustible Noncombustible
Linear ex ansion with moisture change, intin %RH (mm/mm %RH)' 625 x 10' 6.25 x 10,9
Surface burning characteristics per ASTM E84 or 0/0
CAN/ULC S107: flame s read/smoke developeded ON
Coefficient of thermal expansion, 8.5 x 104
V 5.3 x 104F
8.5 x 111+
152 x 101
in,/n/°F (mm/mm/°C)
Tested in eacordarx:e WOASTMC473
Tested in accordance withASIM B6(&ycup method)
3 Double fasteners on ends as needed
Tested in accordanceWthARM 62
3 Testadin ==Ianca with ASTM C518 (heat flow meter) As defined and tested in axadam wifhASTM E136 or C4Nf1ACS114
Specified values perASIM Cr 177 As sWWby Gypsrun Assomban G4-235
3 TesW in acuabice with A57M EOZ
Alk Georgia-Pacific
Gypsum
U.SA Georgia-Pacific Gypsum LLC
Georgia-Pacific Gypsum II LLC
Canada Georgia-Pacific Canada LP
SALES INFORMATION AND ORDER PLACEMENT
U.SA West 1-BOD-824-7503
Midwest 1-BOO-B76-4746
South Central: 1-BOD-231-6060
Southeast 1-BOD-327-2344
Norlheast 1-BOD-947-097
a4N4M Canada Toll Free.1-800-367-6623
Quebec Toll Free:1-800-361-0436
TECHNICAL INFORMATION
U.SA and Canada: )-80D-225-6119, www.gpgypsum.com
COM° Gcw*ftdc Gyp=UL AD Vn Rmv.d rrii GRTM UL pan OMM
TRADEMARKS Unless otherwise noted, all trademarks are owned by or licensed to Georgia-Pacific
Gypsum I.I.C.
WARRANTIES, REMEDIES AND TERMS OF SALE For current warranty information for this
product please go to www.gpgypsum.com and select the product for warranty information. All sales
of this product by Georgia-Pacific are subject to our Terms of Sale available at www.gpgypsum.com.
UPDATES AND CURRENT INFORMATION The information in this document may change without
notice. Visit our webs'tte at www.gpgypsum.com for updates and current information.
CAUTION For product fire, safety and use information, go to www.buildgp.com/safetyinfo
or call 1-B00-225-6119.
FIRE SAFETY CAUTION Passing a fire test in a controlled laboratory setting and/or certifying or
labeling a product as having a one -hour, two-hour, or any other fire resistance or protection ratingand, therefore, as acceptable for use in certain fire rated assemblies/systems, does not mean that
either a particular assembly/system incorporating the product, or any given piece of the product
itself, will necessarily provide one -hour fire resistance, two-hour fire resistance, or any otherspecifiedfireresistanceorprotectioninan: actual fire. In the event of an actual fini. you should
immediately take any and all actions necessary for your safety and the safety of others without
regard for any fire rating of any product or assembly/system.
Florida Building Code online
rtc ioxcsvaarx rrt dv
Busdness 8 Professional Rguiatio t
Page 1 of 3
r jtU ,III
r,naJtlfarx Q o rroioti i .co;rt crPe i
Product Approval
B
pSER: pub0c IkrJ
a ' >
A9711otlon DeW
Meng
Aenll®tlon 5eifm >
ENOM R*'
Application Type
code Version
Application Status
comments
Archived
Product Manufacturer
AddreWPhone/EM311
Authorized Signature
Technical Representative
Addrnss/Phone/Emall
quality Assurance Representative
Address/Phone/Email
category
Subcategory
Compliance Method
R15000-R2
Revision
2014
Approved
L
ThennaTru Corporation
Ila industrial Drive
Edgerton, OH 43517
419)298-1740
rldcw®rwbldgconsultants.com
Vivian Wright
rldcw@rwbldgconsu tants.com
Exterior Doors
Swinging Extartor Door Assemblies
Evaluation Report from a Florida Registered Architect or a Ummsed
Florida Professional Engineer
ReceivedEaEvaluationReport - Hardcopy
Architect Name who developed Lyndon F. Schmidt, P.E. Florida Engineer or
the Evaluation Report PE-43409
Florida Ucense National Accreditation and Management Institute
quality Assurance EntityContract Expiration Date
12/31/2018
Quality Assurance Ryan J. IOng, P•E-
HardcoPY ReevedValidatedByVandationCheddIst-
Certificate of Independence
a re Of IndeoeedEIISg.l
Yeat
and Year (of Standard) R dad 2005
Referenced standard 1996
A51M D1929 1999
ASN D2843 2003
AM" D635 199E
ASTM E1300 200D
ASTM EB4 1995
psT'M G26 1994
TAS 202
Equivalence of Product Standards Florida Ucensed Professo al E gineerof
It d
Certified By Pa iv R
Page 2 of 3
Florida Building Code Online
r Sections from the Code
Product Approval Method
Method 1 Option D
05/29/2015
Date Submitted D6/28/2015
Data Valldated 07/05/2015
Date Pending FBC Approval 08/19/2015
Date Approved
Summa of Products
FL di Model, Number or Name
Description
15000.1 a. °Rber-Fiberor'Smooth-Stara S dellte(s)m O tswing (Xaqu, OX IDX.®rlt cifXXO OpaqueFiberglassDoorwith & out e ..
Limits
of Use Approved
for use in HVHZ: Yes ApprovedforuseoutsideHVHZ: Yes Impart
Resistant., No Design
pressure: N/A other. See INST 15000.1 for Design Pressure Ratings, any additional
use limitations Installation rodlllaionpIInnsstrruoval
lions and uires
the use product
particulars. (m D whirr have been of ')'
part number doors and sideiltrs, stainedorpaintedwithin6monthsofinstallation.) 15000.
2 b. "Fir' ber-
Giasseor'Smooth-Sta Limits of
Use Approved forusein HVHZ: Yes Approved for
use outside HVHZ: Yes Impact Resistant:
No Design Pressure:
N/A See INST
Design Pressure Ratings, s anyadditional limitations,
nstructioand product particulars. (
This Product approval requires the use of'J' part number doors and sidelites, which have been Mined orpaintedwithin6monthsofInstallation.) 15000.3
c'Flber-Classic' or'Smooth-Star' Installation Instructions5000.
1 odf c, cnnnR7IIINVerifiedBy:
Lyndon F. Schmidt, P.E. 43409 Created byIndependentThirdParty: Yes Evaluation Reports
cnnn R7AEEVAL 50DD l.odf Created by
Independent Third Party: Yes Limits of
Use Approved for
use in HVHZ: Yes Approved for
use outside HVHZ: Yes Impact Resistant
No Design Pressure:
N/A Pressure aother. See
dditional use
I mitations,3nstalforlllation insbvdlonsands, any product particulars. (
rris
product approval requires the use Mined or painted
within 6 months off Installation.) whillbeen 15000.4
d.'Fiber-
Classic' or'Smooth-Star• V8 'Non -Impact! opaque
Fiberglass XO, Door with withoutSidelite(
s) - Inswing (X,
Configurations) Installation Instructions T
5DD0
RZ i `"
ST 15000.2.Ddf Verified By: Lyndon F.
Schmidt, P.E. 43409 Created by Independent ThirdParty: Yes Evaluation Reports r, S0
15000 2.
odf enby I dI d
pendentThirdParty: YesLimitsofUseApproved
for use in
HVHZ: Yes Approved for use outsideHVHZ-'Yes Impact Resistant No Design
Pressure: N/A
other: See INST 1500o.4 for Design Pressure Ratings, any additional use limitations, InstallationlappInstructions
nnstrroval ctionsand s the useproductparticulars Cfh
P of'7'
part number dotiohrs andsidelimontheswhichlation) been 810 'Non -Impart! Opaque Fiberglass Door
with
it without Sidelite(s) - Outswing (X, OX or XO,
OXO, XX, OXXO Configurations) Installation Instructions ra i SODO II
IN
r 15000.
3.odf Verified By: Lyndon F. Schmidt, P.E.
43409 Created by IndependentThlyd Party: Yes Evaluation ReportsiOSOSD0aj& e ec
Created by
Independent ThirdParty: Yes 8'
0 'Non -Impact- opaque Fibergla or
XO s Door with without Sidelite(s) - Inswing (X,
Configurations) Installation Instructions
e•f TT TArST
15DDD.
4.odfVerifiedBy: Lyndon F. Schmidt, P.E.
43409 Created by Independent Third Party: Yes EvaluationReportse ec EVAL 15000.4.
odf CreatedbyIndependentThird Party: Yes stained
or painted wl n Flb lass
Door - Outswing 15000.5 e. "Fiber -Classic° or'Smootih-
Star 8' "Nog (%nfiguo D;uble erg .
Florida Building Code Online
imits of Use
Approved for use in HVHZ: YesApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No
Design Pressure: N/Aother; See INsT is000.5 for Design Pressure Ratings, any
additional use limitations, installation instructionsiia use product
particulars. (This product aPP9 painted
which
of -]-
art number doors, within
6 months of Installation.) stained
or 15000.
E f.'FlberClassle or'Smooth-Star Limits
of Use Approved
for use in HVHZ: Yes ApprovedforuseoutsideHVHZ: Yes impact
Resistant" No Design
Pressure: N/A Pressuregn add
tlale serlimitationsi four
lla Ion instructions ands, any product
particulars. (This product approval requires the use of'J' part number doors, which have been stained or painted
within 6 months of Installation.) Page
3of3 Installation
Instruction's u7lIIfs15000.5 °Ddf Verified
By: Lyndon F. Schmidt, P.E. 43409 Created
by Independent Third Party: Yes Evaluation
Reports S
29a 212f Created
by Independent Third Party: Yes Door
oInsw P Inswing
n
XO
Configurations) Glazed
Fiberglass Double Installation
Instructions nnTNSTi50D0.6.odf VerifiedBy: Lyndon F. Schmidt, P.E. 43409 CreatedbyIndependentThirdParty: Yes Evaluation
Reports g-M&odf aAetThlydParty: Yes neck
ER vo
a iL.-d 7alyhessee 1i37399.7— e.w...A asism rd p]
Iit'. :: M+-
3nia asts of Plodder.:: " do not send The
State of Florida b an AA/ffO e10a0yv' do not want your rrr,.a address rdmsed M resporaa to a pulrllo-records reAuest. ambilereds. V YOU u have curry g0 0M place contact 85p1t wM an 'pursuant
to W,
dc Florida law, pal) addreSM Du ayy
under l7apter 455, F.S Must ; —Ada p rhr,nrt wltll an erroG address V dettronk
mail to Ihls er tlb• ystead, contact the otTa M phorm or by yiddor®1 nd Ij Yo FloridaShstutaa
d' ,add a OdDber 1, 2D12, Ilo However emarl oddns are pubes record. D you do not wish to smfon
455.275(1), for onldd conenonlcadon wrdl the To delxmdne it you are a Ili undo they
have ona. The erata lo"edrpay Deparbr,e01 wltl, I ened address whid, on be made available to the public supplr
a pP soorral addrow, Die prapter 455, FS., pincer cock heID+ Product
Approval Accepts- is
ti
curit nrF uc
0
THERMAITRU
0
THERMA TRU DOORS
1 le INOUeTeIAL 011.. eOOW"U". aH 43017
FIBER CLASSIC" / "SMOOTH STAR"
8'0 INSWING W/ & W/OUT SIDELITES
FIBERGLASS DOOR
NON -IMPACT'
GENERAL NOTES
1. This product has been evoklaled and Is In compgance with the 51h Edlllon 129141 Fbddo Building
Code (FBC1 struclurd requirements Inckbing the'fOgh Velocity Hurricane zorre" (HVHi1.
2. Product anchors shal be as listed and spaced as shown on details. Arrchcr embedment to base
malerlal shag be beyond wag dressing or stucco.
3. When used In the "HVHr Ihls product is required to be protected v4lh an Impact resistant
covertrm that compiles with Section 1626 of the FBC.
4. When used In areas outside of the 41VHr mqukf ng wind borne debts protection this product Is
required 1. be protected vAlh an Impact resistant covering that compiles v4lh Section 1609.1.2 of
the FBC.
S. For ZR stud framing construction, anchoring of these uNls Itnail be the some as that shown for bt
tuck masonry construction.
6. Site conditions that deviate from the detain of Rib drawing require further engineering anatysls byalicemedengineerorregisteredarchitect.
7. This product does not meet the water Infiltration requirements for the'HVHr. Inswing units shop be
Waged arty In non -habitable areas or at habitable locallom protected by an overhang or
canopy such that the angle between the edge of canopy or overhang to ill is less than 45degrees.
TABLE OF CONTENTS
MEET DESCRIPTION
1 elevations. des surer 6 general rates
2 Door del Smoot sl
3 ' Roar a details Hoer aalc
4 5100019 panel details fl glazing details
5 Verlk:al cross sections
6 Horizontal cross secllons
7 Horizontal creissections
B Buck Anchoring
9 Frame anchorb
10 Frame
11 ASIVagall defogs
12 N of materials & Components
yy
L
37.W MAIL
OVERALL
FRAME wnDrH
b D
SEE DETAIL %1'/ [
SHEET e 5 E
ROUBLE W/SInEI I ES INSWINQ
000
UNIT
III......... I 74M MA16 OVERALL
FRAMEWroiH
I1
I D o
IL70 IiNO
SEE DETAIL W/
SHEET 6 5
N
ti.
11111r1111 11` a o
1
a •
Ea
IgI
a4Y
dCcz
c5
md6
SEE DETAIL "/ L1]
5SHEETA6 `J
SINGLE WISIDEI.INSWING UNIT0RES
n,'.`Z.!
i'
7
Y."-
j{i
1L7j
I;.G i4'r,i%i/,nL
L1 Y iSt1LS a.,ti. 3 11. Lfi1.L. { l 3 .1
iti7-.^'?i-1
r:• ` _
j,^
an
FL-15000.4
Mr WTZ
36.W MAX
DOOR
PANELWIOTH z
2
u
0
23
K
2 0
18 O
h
OILL
0
DOOR
PANE Smooth
Star HORIZONTAL
CROSS SECTION 2
DOOR PANEL 4D3T
0.
336' 1
f 8
urCH STILE TOP RAIL SMOOTH
STAR) ' (SMOOTH STAR) 1
1.1tr L
L
INCE STILE i> BOTTOM RAIL SMOOTH
STAR) ", (SMOOTH STAR) L
2 \ VMCAL CROSS SECTION Lj
OOOR PANEL 4ZE
cl 01-
10M
3
05
wia5III:
H F i
Z
02
24
12
E N.T.S.
I a irn JK
m Z m LFS
aaeo ea a
FL-15000.
4
c ar _2 OF
12
J
B
LbMLMM
Uo002
PANEL WIDTH
2
J
v
e
I
Qa PAnIFf
Fiber Cloaslo
1 HORIZOI
J OOOR PANEL
J LATaFI S11LE
FlBFR CLASSIC) ii TOP RAIL
FIBER CLASSIC)
4 HINCE In
FIBER CLASSIC) 5 BOTTOM RAIL
FIBER CLASSIC) L 2 CAL CROSS SECTIONJDOORPANEL
a
I
l_1 11.
I/2'GLASS
4FGIL/
2 MIN.
ASSTHK.
TEMPERED
CLASS
M
25" STEEL
IU,WINTERCEPT
SPACER
SEE NOTE I
5' INSLILeTEp sac w
SMC 1 eh/ ry eel pETAI
13.7375MAX. PANEL
WIOIH 7.
125"MAX. D.
L.O. WIDTH le
SWUn
PANEI Smooth
Star AIR
SPACE 1
8' MPERED
GLASS
I/?
GLASS 25'
STEEL INTERCEPT
SPACER
2e
SEE NOTE 1 5'
INSI11 d7Fn ry • .. i PVC
LITE FRAME rl & 1
tea
1/
2' MIN. GLASS
THK. 1/
8' TEMPERED
GLASS
AIR
SPACE 1
8" MPERED
CLASS
E
I SEE
NOTE I HORIZONTAL
CROSS SECTION 4
SIOEUTE PANEL 2.
15Z' I .
60-I
2
isr 42
sw
1
t-S26• ' PLASTIC
UP LRE FRAME EXTRUDED
PVC J4 FIASTIC UP UTE FRAME ORRUOEO
SMC L-'
I 1mr 1wr I (2 VERTICAL CROSS SECTION 4
SIOELITE pAMEI T
I. Spa I [' - G.[ 1. Spacing for Item 129 k 141 (Ilte lmma screws) 1571'- 1 I. Ia as follows: From the bottom up on aides: 0.51, SIOwith (
7) more spaced at 0.875' o.a. there are (2) ELRE Tt7PdoBOTNMRAILscrewsbathtopandbottomat2.125` In from each FINGER JOINTEDPONOEROSIPINESG=0.43 J6SIOEIITE BLANK SIDE STILE eamar. FINGER JOINTED
PONDEROSA PINE, SG=0.4J 41 a
m
02
24 12 i N.7
S. 9 s. en
JK o' k sn
LFS d alas ao, FL-15000.
4 a
iL VERTICAL CROSS SECTION5
2
UIQB
46 -
SEE NOTE 2
NOTETE I
19
OPTIONAL SURFACE BOLTS ON AC TIW
14
15 (SEE OESICN PRESSURE CH" PANEL
Ij
a SEE NOTE 1
y. ...
am -
I, The sldelite Is direct fat Into the Jamb with (12Itemkq4J ° /16 x ,2' pth. wood screw. ) I at each vertical Jamb ft There ore (4)
J1 ; 48.5' & 66 the top down at 1J.56, re4• from the autsideTM mars of2) at the head,,, at
2) 113 a B x (
aide
the frame. there Ora
1 1 VERl7CAL CROSS SECTION fill' 4• 2• prn' w°°d screw of thefromtheoutsidecomers. 5
2. OPTIONAL SURFACE BOLTS ON ACTTVE PANEL(SEE DESIGN PRESSURE CHART)
I••*....`;` E
h 2 qIII11111ri
p f
OJO
2 0l
ANSE
0.15 hUN.
06 CSINK
SEE NOTE I
43 1. The sldellte Is direct set Into the Jambwith (12) item 143 a /8 x 2- pfh. woodscrew. There are (4) at each verticalJamb, from the top down at48.5" & 88,• There are (2) at the header
1;.,.1•
f4e Irom the outside comers of the frame. there are (2) JtIJ 1a IS x 2-1 2- p/h. wood screw of the sill, 4- from the outsidecomare. J6
45
44
41zfi1-
I/PMPI. 1I1t>
F610B a& (ITP.) t_
1 HORIZONTAL CROSS SECTION 6
S/
OPTIONAL
SURFACE BOmLTS ON ACME PANEL SEEDESIGNPRESSURECHART) 22
HORIZONTAL CROSS SECTION 6
O
y' Oe
O
O a
n+
02 24 12 i AM
N.T.S. a
en JK p' IL
en LFS ; MW
xa d FL-
15000.4 1
m
I HORIZONTAL CROSS SECTION7
fim.
I. The sidelite Is direct set Into the Jamb with (12) Item 143 a IS x 2' p(h. wood screw. There are (4) at each verUcal Jamb , , from the top down at 1J.5', JI4e.5' dr 66 . Thera are (2) at the header -5
4'
from the outside corners of the frame. there ore at2)
IIJ a % x 2-1/2' pfh. wood screw at the will, 4' from the outside comers. 2
HORIZONTAL CROSS SECTION 7
HORIZONTAL
CROSS SECTION 7
1
S' MIN. CSINK
1-
1/4• MIN. EMB.
jTYP.) r
d
J
U 1_ p—_ of
n
d
m
I a
C
z
U r6
02 24 12 N.
T.s. 9 a '
JK m' K
an LFS d MWsm. FL-
15000.4 N a
2X
iiae
II TYP. HERO
II & JAMBS
II
II
II
II
I
MUWONIISHOWN FORIIREFERENCE
II
II
II
II
II
I I
e. a4
II —1-
II
II
ASTRAGAL II
SHOWN FOR II
REFERENCE II
II
II
II
MUWON I
SHOWN FOR II
9 REFERENCE II
II
II
II
II
II
MASONRY
A.NWK2nI NOiEt• 2X 1.
Concrete anchor localbns of the comer may be adlUsted to malnialn the mtn. edgedistancetomadarjolnls. 2.
Concrete ancharbcalbns noted as MAX. ON CEN W must be adjusted to motntalnthemin, edge distance to mortar joints, addltbnal concrete anchor mayberequ6edtoensureIhe,MAX. ON 3. Cora efe anchor table; dlmensfcn are not exceeded. jAIN
f) A IG E%r51Y• ii 'ytN1l F-:gwARAll s• J111F/' G1 ARigft E: PE.x .' :`a S!e Yt"" •`•lSitif6`hli :: 1433Y!APIRY:.; lTW
TAPCONe
1/4" 1-1/4" Y 4" ELCO
ULTRACONo
1/4' 1-1/4" T• P 2X
II
II IIJa
II II
II
TMP• HERO II II &
JAMBS II II
II
I
II
II
II
SHOWNNFOR II II
REFERENCE li.. IIII
I I
I MUWON I I I
I SHOWN FOR I I II
REFERENCE II II
II II
II II
II ci
o
T =
a'4 )"'.
o=
aim do
JAMB B ASTRACAI P
cr
SHOWN
FOR E A m REFERENCE
lag
07In C
ev
u
D.
Ql1HLE 000R l.
A LGl14Sltl ie-'I k 61 s
pp
i
z
e a2ML4Z
12 i et
N.T.S. 9 a
on JK o' K
n ' IFS 3 usow
Iro., d FL-
15000.4 0 sT -
a or 12 n
Ar THESE (2) ANCHORS t4. gf
x,
REO.OPONLY WHEN
C" A•
Q p
r4 { ._
4 PSF T d J i
rrT
T = 8qg. I
SEE '',,' ...*.... ```` i a
nl1111111 1SEE2• m
MASONRY W/2u BUCK I,
OPENING Ia INSTM 710N MASONRY 1J w/xx eucK
as w Ix BUCK OPENING I sT2=11N
IIlSTALLATION Jil M!/ix BUCKINSTALLATION
dFRMIE _ .NMBs a BUCK FRAME
I,
HEAD
a V i
a
6
2X BUCK -
SEE
2X BUCK
S
SEE _
OEral •1 • Dal WP. oETA1L
4 Q 5" OEraL_ - - .
1
TIM SILL 14
tY r• I I 1 I 1 %! _ _
h'ti; :•)1. .•r••.•
1 I 1 1 1
I 11 11 1 1 F r
VIEW "B--"A' .. •' .
u "A
paugl F DOOR W SID I ITES
CONCRErE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be cQusted to maintain the n*L
edge distance to mortar/oints.
4. Concrete anchor locations noted as MAX. ON C&ffWmust be adfusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the MAX ON CtN TW d1menslon cre not exceeded. 3. Concrete anchor table:
WSXR ANy",•H 1(;><;=:JYI,IIV;-;W
TYPE 51.7;1'
4:._:.:...'
I,J pA;HE';:'A11N;.El#:Ni'N
b UM N, n7'htA PtyRxat•;... 1q AOJ/11cft DS
4B.....................ANFIpR•:..:
2 " 4'
IT1N a
TAPCON 14" 1-1/4"
I
TAPCON0 3/16• 1.1/4•
W0003CREWINSTALLAWN MOTO.*
I I. Maintain-6 mintrnum 5/1• edge dbtarlce, 1 end distance, d i"o.c, sparing ofwoodscrewstopreventthesplittingofwood.
VIEW C - C
C• A• VIEW A"- A'
SINGLE DOOR W/SIDFI ITES y
iJ 49 J0 30 ]
W/2x BUCK 13 0 P'
iJ
INSTALLATION J1 31
sec
I"
2 NSTIALLATION +
10 _ DETaL •2•
a •
DETAIL s•
10 ASTRAGAL be SURFACE BOLT
STRIKE PLATES ®HEAD
10 =
DETDETAIL 5• 13
J1 31 - a
13
o CAM 02 24 12 i
sasr, N.T.S. 9
30 s
30 ago. sn JK °
DETAIL •4'
DETAIL "I aIR an LFS
SURFACE BOLT STRIKE. PLATE 0N11"wa rw
0 THRESHOLD FL-15000.4 c
am 9 os 12
2
DETAIL '3'
MASONRY
OPENING
FRAME,,,,,
J
I
r 'A'•'"`
I
I K
r —
7 --7—
i t —-
SEE
1J 1V/2X BUCK
DETAIL "2" -
INSrALlAT10NJY
MUCK INSTAU /
TION TYP.
HEAD k JAMBS
o 2X
BUCK SEE 14 TYP• SILL OETNL '
I" SEE
DETAIL '
4' 1
VIEW
A'
CONCRETEANCHOR
NOTES• 1.
Concrete anchortocallons at the comes maybe acgusted to maintain the min. edgedistancetomartar/ofnts. 2.
Concrete anchorlocallons noted as WAX. ON CENTER' must be ad/wted to maintain
the min. edge distance to mortarjolnts, additional concrete anchors maybe
mqufred to groure the WAX ON CENTER" dimension are not exceeded. 3. Concrete anchor table: tRt;
HcYg. AtJC!t11t>:`:':±ire,:;n;.Mir.caawnriro c;aa vc NIASNi1Y,.:.:.?5 DTA.OENT::° s_.'atTYPE-':''.'SFk'-;' iCINBCtiMENPS• r
4" TAPCON° 1/4" 1-1/4• I
TAPCON°
3/16" 1-1/4" 3" WOOD
SCKtvv INUALLAHON MOTS, I1 •
Malnlaln a nWIMUm 5/6" edge distance, I" and distance, d I' o.c. spac hg.01 woodscrewstopreventthesonlihmofwnnd_ IJ
IV/U BUCK IIfSTALLATIONJY
W/IX BUCK MASONRY .
I. A11oN OPENING
TYP. HEAD JAMBS
FRAME - -
2X
BUCK SEE Q
DETAIL 14
TTP. SILL SINGLE
DOOR W/
IX BUCK 13
INSTALLATIONW12X
BUCK INSTALLATION
13
10 '
DETAIL *
3 OE'
rAt1 "S" W/
IX BUCK 50 INSTALLATION
W/
2X BUCK 1J INSTALLATION
OErAIL "
4' 49
3o 30 W
2X BUCK 13 0 I
STALLATION 31 31
W/
1X BUCK INSTALLATION
48 z
g
DETAIL "
2' ASTRAGAL
do SURFACE BOLT STRIKE
PLATES ® HEAD i
fiff
31
31 ' c s
i
auto
02 24 12 3 30
1 30
srua N.T.S. DETAIL "
1" - °n
ffn JK e SURFACE
BOLT STRIKE PLATE Cw. W. LFS d THRESHOLD
s""R0r0 N0' e
FL-
15000.4 0
sraa
10 m 12
a
NOTE:
1. THE ASTRAGAL BOLT HAS A 3" THROW AT •1HE TOP
ANO THE BOTTOM.
i 0ff
0.126' F --
24 ASTRAGAL OETAIL
7 SEE NOTE 1
ono
n
o a
o n
E:02 24 12 °s
La N.T.S.
a
sr JK
L rn LFS ;
om m"
a
FL-15000.4 c
I or 12
sue•
lAa r
w
p p WOOD FRAME
2
FINGER JOINTED PONDEROSA PINE, SG-0.4-3
67dd'
jy.• •al '• • gip. .:y •.e, ly ^,
T
v V V 2
Z
cZ
pp
f-7dT6---I 114
L O
a
JO SURFACE BOLT STRIKE PLATE T 125' ctEEtl
o
1920'
s
28 imsmNG ODOR BOTTOM SWEEP
VINYL .080' MAX. WALL,
035' MIN. WALL
oec. m JK
15 INSWING SIDELIiEBOTTOMBOOT xo
0.09' EXTRUDED VINYL WAIL _15000.4
aacr 12 a 12
1920'
s
28 imsmNG ODOR BOTTOM SWEEP
VINYL .080' MAX. WALL,
035' MIN. WALL
oec. m JK
15 INSWING SIDELIiEBOTTOMBOOT xo
0.09' EXTRUDED VINYL WAIL _15000.4
aacr 12 a 12
3/2/2018 Florida Building Code Online
Professional 1 • 1 1 . -
BCis Home I Log In I user Registration I Hot Topics Submit Surcharge I Slats & Facts I Publications I FeC Staff I BCIS Site Map I Links Search
F rida
r as Product Approvalb . USER: Public User
N 9 I pl
Product ARnfayal Menu > Product or Aoolicatlon Search > Application List
Search Criteria
Code Version 2017 FL# 14634
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
acor ..r n
RA IYJM Manufacturer Validated By, Status
FL34634-113 Affirmation Ply Gem Windows Locke Bowden Approved
Category: Exterior Doors 334) 300-1800
History Subcategory: Sliding Exterior Door Assemblies
npprvvou ur ...— nyP.v . ,.r .,.., .. -••- •--••-- - - - -- ----• - -- ---_.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4117-1824
The State of Florida Is an AA/EEO employer. right 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 85D.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 dick here .
Product Approval Accepts:
Credit Card
Safe
hops://floddabuilding.org/pr/pr app_Ist.aspx 1/1
3/2/2018 Florida Building Code Online -
FLORIDA DOPAMWEIN7 OF
Business & Professional Regulation
r ia ar
6Os Home I log In I user Registration I Hot Topics I Submit surcharge I stets ® Facts I publications I Fac Staff I 6OS Site Map I Links I search I
b
a
14S Product Approval
USER: public User
i Y,oia PmduQ Aonoval Menu > Product or Anolica[lon Search > aonllwtlon Us t > 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
FL14634-R3
Affirmation
2017
Approved
J
Ply Gem Windows
433 N. Main St.
Rocky Mount, VA 24151
614)532-3596
luanne.harris@plygem.com
Luanne Harris
luanne.harris@plygem.com
Exterior Doors
Sliding Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Hermes F. Norero, P.E.
PE-73778
12/31/2018
Locke Bowden
J Validation Checklist - Hardcopy Received
FL14634 R3_QOI COI PLY GEM SS 2015-02-19.odf
Standard Year
AAMA/NWWDA 101/I.S.2 1997
ASTM E 330 2002
ii I affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s) are in
compliance with the new Florida Building Code.
h"nc.liflnrirlRhllildina.OM/Dr/Dr aDD dtl.asDx?param=wGEVXQwtDgsw8ZVNfe8ATW2WiKtB2e7zb3WjO6AH0629BgxzpRrAhwa/o3da/o3d 1/3
3/212DI B Florida Building Code Online
Documentation from approved Evaluation or Validation Entity Yes • No -' N/A
FL14634_R3_C SA14634.Ddf
Product Approval Method Method 1 Option D
Date Submitted 10/12/2017
Date Validated 10/12/2017
Date Pending FBC Approval
Date Approved 10/17/2017
c........... _f D—Arre-tc
FL # Model, Number or Name Description
14634.1 Builder Series 4780 Sliding Glass Door (XX)
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL 4 _R3_II PGWO63 SS 2015-03-02.pdf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +25/-50 Evaluation Reports
Other: Without sill riser FL14634_g3_6f_PFR3054 cc 2015-01-02.Ddf
Created by Independent Third Party: Yes
14634.2 Builder Series 4780 Sliding Glass Door (XX)
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL14634_R3_I1 PGW063 SS 2015-01-02.p29
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +50/-50 Evaluation Reports
FL1463 SS 2015-01-02.Ddf
Other: With sill riser U=3PFR3054
Created by Independent Third Party: Yes
14634.3 Builder Series 4780 Sliding Glass Door
Limits of Use Installation Instructions
FL _311 PGW064 SS 2015-01-02.p Approved for use in HVHZ: No
Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Approved for use outside HVHZ: Yes Created by Independent Third Party: YesImpactResistant: No
Design Pressure: +30/-30 Evaluation Reports
Other: Non -reinforced. See installation detail for available FL14 _g_M_PER3055 SS 2015-01-02.Ddf
sizes and configurations. Created by Independent Third Party: Yes
14634.4 Builder Series 4780 Sliding Glass Door
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL14634_R3 II PGW065 SS 2015-01-02.Ddf
Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. #73778
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +35/-35 Evaluation Reports
Other: Reinforced. See installation detail for available sizes FL14634_g3_&g_PER3056 SS 2015-01-02.Ddf
and configurations. I
Created by Independent Third Party: Yes
Back roam
Con :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-182
The State of Florida is an AA/EEO employer. Conyri ht 2007-2013 State of Florida.:: Privacy Statement :: Accesslbllily. Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not went your e-mail address released In response to a public -records request, do not send electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. 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 personaladdress, 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 dick bRIL..
Product Approval Accepts:
N®
Credit Card
Safe
Mi+nc,ffnnririahhhiiriinn mm/nr/nr ano dtl.asox?Daram=wGEVXQwtDQSWMNfe8A7W2WiKtB2e7zb3Wj06AH0629Bg1¢pRrAhwa/o3d%3d 2/3
3/2/2018 Florida Building Code Online
httos:llnoridabuilding.orplpr/pr app_dtl.aspx?param=wGEVXQwtDgsw8ZVNfeBA7W2WiKtB2e7zb3WjO6AH0629BgxzpRrAhw%3d%3d 3/3
INSTALLATION NOTESI
1. TWO (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
5 THE2. THE NUMBER OF INSTAUATION ANCHORS
MINIMUM NUMBER OF ANCHORS TO E USED FORE RIO UCT
INSTALLATION-
J. INSTALL INDIVIDUAL INSTALLATFONANCHORS WITHINA
TOLERANCE OF 91/2
AN LAYOUT OETAA /OE. N9RIO<RCONSFDEP1CrTUDEATIONIN E RATION
OF dOLERANCESP'
TOLERANCES ARE Nor CUMULATIVE FROM ONE INSTALLATION
ANCHOR O THE NEAT, 4,
SHIM AS BEARING
SH M(S60ANCHOR AT
EA04INSTALLATIONMAXIMUMALLOWABLE
SHIM STO B ACX AINCH. SHIM WHERE
SPACE OF 1/16 INCH OR GREATER OCCURS, SHIM(3) SHALL
BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. OFOR
F
SUFFICIENT FRAMING. O SCREWS
CIENT LENGTH TO
IIA INCH MINIMUM EMBEOMENT. G. FOR
INSTALLATION
THROUGH IX BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO
CONCIETE/MASONRY, USE 1/4 INCH Ekw TAPCONS OF SUFFICIENT
LENGTH TO ACHIEVE I J/1 INCH MINIMUM EMBEDMENT. T. MINIMUM
EMBEDMENT
AMU EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING OUTNOTLIMITEDTOSTUCCO, FOAM, BRICK VENEER. AND SIDING.
B INSTALLATION ANCHORS
AND ASSOCIATED HARDWARE MUST It MAGE OF CORROSIONRESISTANTMATERIALOnHAVEACORROSIONRESISTANTCOATING. 9,
FOR GROUT
FILLED BWCf, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. EDGE DISTANCE 0 MEASURED FROM FREE EDGEOFBLOCKOREDGEOFMORTARJOINTINTOFACESHELLOFBLOOL
10. INSTALLATION ANCHORS
SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
ANCHORS SHALL NOT BE USED IN SUBSTRATES
WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED
BY THE ANCHOR MANUFACTURER. 11. INSTALLATION
ANCHOR
CAPAOTIES FOR PRODUCTS HEREIN ARE BASED
ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A.
WOOD • MINIMUM
SPECIFIC GRAVITY OF 0.SS. 9. CONCRETE.MINIMUM
COMPRESSIVE STRENGTH OF JOW PSI. C. MASONRY. STRENGTH
CONFORMANCE TO ASTM C-90. MINIMUM COMPRESSIVE STRENGTH
OF 1500 P31. PLY GEM WINDOWS
BUILDER SERIES 4780
ALUMINUM SLIDING GLASS DOOR (
2-PANEL) GENERAL NOTE5: 1,
THE PROOUCT
SHOWN HEREIN a DESIGNED AND MANUFACTURED TO COMPLY
WITH THE CURRENT FLORIDA BUILDING COOS, EXCLUDING
HVHL AAMMPJW WDA 10J/
1.5.2 • 97 1. ADEQUACY OF
THE EXISTING STRUCTURAL ODNCRETE/MASONRY, 7X
ANO STEEL STUD FRAMING AS A MAIN WIND FORCE
E95ITNG SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING
APPLIED PRODUCT LOADS PONSISILITY OF
THE ENGINEER OR ARCHTHE
ITECT OF RECOTION a THE RDFORTHE
PROJECT OF INSTALLATION. 3. 1X
BUCKS (
WHEN USED) SHALL BE DESIGNED AND AN04ORED TO PROPERLY
ALL S TO T STRUCTURE BUCK DESIGN
ANDSFER INSTAL INSTALLATION ISTHEERESPONSIBIUTY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT
OF INSTALLATION. INSTALLATION DETAILS MA
NOT REFLECTO
ACTUAL INEDLTIONSIFOR AS SPNAREECIFIC ICANDCSITE. IFSITE
CONDITIONS
CAUSE
INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,
A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE
SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT- S, APPROVED ROTECTTHIS PROOUCY IN
AREAS REQTO
MPAR RESISTANCE. 6, DOOR FRAME
MATERIAL:
ALUMINUM
6063•
TG 7. GLASS MEETS THE REQUIREMENTS OF
ASTM E1300 GLASS CHARTS, SEE SHEET 4 FOR GLAZING
DETAILS. S. DEifGNATIONS 9PAN0 -0-STAND FOR
THE FOLLOWING: X: OPERASLE PANEL 0: FIXED PANEL
SIZE 96' X
96' 96' X
96'
TABLE OF CONTENTS
SHEET REVESION SHEET
DESCRIPTION I A
g.:TAWRON 6 GENERAL
NOTESI - ATION
A
ANCHOR LAYOUT3 _ VERTICAL SECTIONS4ALSECTIONS8GLAZINGDETAIL.
Pay. G 433N.NAM!.ro TOO! ".
ROCKYMOUNT,
VA 1.15L N/:
eHwBH•uu Fw e.weHalu
V1 m 4 A oaf:= In
Ze
w <
m avo
a
ti
s Digitally
signed by
Hermes
F
Norero,
P.E. Reason: I am approving this document
Date: 2015.01.0213.02:52-
05-00' DESIGN PRESSURE RATING SILL, OPTION DESIGN
RESSURE W/o
SAL .25/-50 P5F
RISER W/ SILL I .50/-50
PSF
RISER MISSILE IMPACT RATING NOT RATED ,
Cn
vj g T
v z NOT RATED A/06 3 1
o---F 4
F
ELEVATION
00' MAX. FROM ICORNERSTYP.
r
20.75' MAX.
O.C. TYP.
20,75. MAX.
O.C.C. TYP
X. .X.
LL L--fl
ANCHOR LAYOUT
OWMAX. FROM CORNERS
TYP. INSTALLATION
ANCHOR
0D
PLywGEa uJ
M MAW 3T.FO SOX 009. ROCKY
MOUMT, VA 14131 M
640.464.6344 M 010.10NN7 Q
at
W
5 V1
O 8
r amp fma ^
mfutW O m
a WU
IrXI67
PGW063
SHEET:
2 OF 4
1/2, MIN. EDGE
DISTANCE
CONCRETE/MASONRY
1/4' ELCO TAPCON By OTHERS
INSTALLATION ANCHOR 2 I/V Mat
EMBEDMENT
CAULK BETWEEN
C CRETE/MASONRY 6ON
V.,
IX WOOD BUCK By OTHERS 1/4' MAX.
SHIM SPACE
EXTERIOR FINISH
BY OTHERS ........
PERIMETER CAULK
BY OTHERS
IN WOOD BUCK
O.A. DOOR
BY OTHERS
HEIGHT SEE GLAZING
DETAIL! INTERIOR
EXTERIOR
VERTICAL SECTION
3 HEAD. CONCRITEIMA3UNKT
IEXTERIOR
DOOR
HEIGHT SEE GLAZING
DETAIL I
INTERIOR
12 WOOD SCREW
INSTALLATION ANCHOR
ed ROOFING NAIL
INSTALLATION ANCHOR
OPTIONAL)
CAULK BETWEEN . . . . .
FIN 6 ZX WOOD STUD
BY OTHERS
CAULK BEHIND
FLASHING & OVER
NAILS BY OTHERS
EXTERIOR FINISH
BY OTHERS
PERIMETER CAULK
BY OTHERS
O.A. DOOR
HEIGHT EXTERIOR
1 SEE GLAZING
DETAIL I
PERIMETER CAULK
By OTHERS
PERIMETER CAULK
BY OTHERS
2 1/2" MIN.
CONCRETE/MASONRY EMBEDMENT
By OTHERS
1/4' ELCO TAPCON
INSTA LLATrON ANCHOR
2 1/2- MIN. EDGE
DISTANCE
VERTICAL SECTION
jILL - -COMMETE/MASONRY
3/4' MIN. E06E
DISTANCE
2X WOOD FRAME
BY OTHERS
1/2' MIN.
EMBEDMENT
1/4' MAX.
SHIM SPACE
INTERIOR
VERTICAL SECTION
HEAD - 2X WOOD FRAME
P Ly--, GEMWINDOWS
43JX^UH3T.f0l0X5"-
WWMlJKT.VAl4131
M%40.444.634GrA540L464-6613
vi
ROM
V,
ca
40 W
CL
0— 4( as "lt
7
vi :1 u z
n
PGW063
4EE'r 3 OF 4
I I/2' MIN.
1/4' MAXEMBEDMENT
SHIM SPACE
12 WOOD SCREW
INSTALLATION ANCHOR `
3/4' MIN. Eo6E '
oISTANCE i
ZX WOOD FRAME BY OTHERS -
Bd ROOFING NAIL
INSTALLATION ANCHOR
OPTIONAL)
CAULK BETWEEN FIN & ZX -
WOOD STUD BY OTHERS
EXTERIOR FINISH BY OTHERS -
CAULK BEHIND FLASHING A
OVER NAILS BY OTHERS
PERIMETER CAULK BY OTHERS
SEE GLAZING DETAIL
HORIZONTAL SECTION
4 JAMe-Jcw000PRAnne
HORIZONTAL SECTION
INTERIACA
IM' MAX. Ly:G1 EM
WINDI)WSSHIMSPACEF'
2 1/2' MIN.
433 K SUD3 ST-NI SOX 3".
waW. vA 2401 an3EMBEDMENT
21/
2' MIN. E06E 4••
DISTANCE R0
540•Q4.4344 Flo 540d54.4N3 m
r•
m
CONCRETE/
MASONRY kn wa i BY
OTHERS 1/
4' ELCO TAPCON G INSTALLATIONANCHOR100eJ 4a1' '
BUCK 6i CAULKBETWEENIXWOODt' •, :
CONCRETE/MASONRY BY OTHERS y•
EXTERIOR FINISH BY OTHERS a PERIMETER
CAULK BY OTHERS m
N
SEE
GLAZING DETAIL Z O.
A. DOOR Q WIDTH
HORIZONTAL
SECTION H
z I
JAMB - MASONRY/CONCRETE v
w
a5/
8' O.A. INSULATED GLASS EXTERIOR
O
Z
all 0
INTERIOR
75'
GLASS BITE
NOTE:
m
m <1F-
CYzV
Z GLAZING
DETAIL 1 p" CZ3 " SHALL
COMPLY WITH ASTM E 1300 DWG # REQUIREMENT
GLASS CHARTS. P G ` A //O `(J3 V4OF4 SHEET. Ni
3/2/2018 Florida Building Code Online -
1
Business & Professional
I
ra¢am a
SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Stag 80S Site Map I Unks SearchchI b
a
11640%
r
Product Approval a
USER: Public User I.
rKEa'r m Product
Aonroval Menu > Product or Armllcadon Search > Application List Search
Criteria Code
Version 2017 FL# 9174 Application
Type ALL Product Manufacturer ALL Category
ALL Subcategory ALL Application
Status ALL Compliance Method ALL Quality
Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product
Model, Number or Name ALL Product Description ALL Approved
for use in HVHZ ALL Approved for use outside HVHZ ALL Impact
Resistant ALL Design Pressure ALL Other
ALL Search
Results Applicavons ELff
IYAS Manufacturer Validated By, Status FL9174-
1132 Revision Wayne -Dalton, a division of Overhead Door Corporation Category:
Exterior Doors Jeffrey
P. Arneson, P.E. 904)
821-5200 Approved
History
Subcategory: Sectional Exterior Door Assemblies Approveo
oy wvr . npy,vv vi moo... ..o„ - _.._ . -- - - - -• - - - Contact
us :: 2601 Blair Stone Road, Tallahassee FL 323W Phone: 850-487-1824 The
State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida.:: P.&_W Statement :: Accessibilily, 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 mailtothisentity. 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 Ir 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
dick here . Product
Approval Accepts: 0im
Credit
Card Safe
https://
floridabuilding.org/pr/pr_app_Ist.aspx 1/
1
3/2/2018 Florida Building Code Online
Business Regulation
i
Professional
REa
BCIs Home I Login I User Registration I Mot Topics I Submit Surcharge I Stats B Facts I Publications I FBC Stag I 50S Slte Map I Unks I Search I
Florida
Product Approval
ssrr/ rr.aa
USER: Public Userdr
rcv C+avi Product Apnroval Menu > product or Agollotlon Search > epnliratlon Ust > Application Detail
P OFFICE OF "E FL # FL9174-R12
SECRETARY
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived -
Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation
Address/Phone/Email 3395 Addison Drive
Pensacola, FL 32514
850)475-6197
Mark_Garon@Overheaddoor.com
Authorized Signature Mark Garon
Mark_Garon@Overheaddoor.com
Technical Representative Mark Garon
Address/Phone/Email 3395 Addison Dr.
Pensacola, FL 32514
850)474-9490
Mark_Garon@Overheaddoor.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
1 Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Gordon Thomas
Evaluation Report
Florida License PE-46718
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Jeffrey P. Arneson, P.E.
VU Validation Checklist - Hardcopy Received
Certificate of independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL 174 R12_COI Gordon Tomas COI 2017.PDF
Standard Year
DASMA-108 2012
DASMA-115 2012
Florida Licensed Professional Engineer or Architect
FL9174 RI _E,guiv WD2017-OOIRZ Evaluation Report - FL 9174.PDF
Sections from the Code
hone•//Flnririahirildino.orD/Dr/or aDD dtl.asox?Daram--vGEVXQwtDqufllJRfWxf6u7ojnl0heH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 1/5
3/2/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
08/11/2017
01/02/2018
01/02/2018
02/13/2018
FL # Model, Number or Name Description
9174.1 5120 / 6100 / 9100 #0228 9' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or Intermediate section.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL 1 RX _II_0228-318958-PB_5,p-d
SM plement Chart 9igned.pdfApprovedforuseoutsideHVHZ: Yes FL9174_RI2_iL30742_P1—Track
FL9174&12_II_324620 P16 Jamb Connection S pggned.RdfImpactResistant: Yes
Design Pressure. +26.90/-30.80 Verified By: Gordon Thomas FLORIDA PE 46718
Other. Created by Independent Third Party: Yes
Evaluation Reports
FL9174_6d2_M_`"1D2017-00IR2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.2 5120 / 6100 / 9100 #0229 16' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
FL917 _313_Z_0229-318959-P9_S pd
Chart
Approved for use outside HVHZ: Yes j 2Z_g12_1_ 0 4 tW_Track 2ielementfjgned.pdfFL14_RX 24 20 P16 Jamb Connection Sappps, ignne ImpactResistant: No Design
Pressure: +15.30/-17.00 II_
Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Other.
Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne
debris region unless protected or unless structure is Evaluation Reports L EvaluationReport - F9174.PDF designed as
partially enclosed or door is a replacement FL F3 7 _13__AE_WD2017-001R2 door. Created
by Independent Third Party: Yes 9174.3
5120 / 6100 / 9100 *0230 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in
top or Intermediate section. Limits of
Use Installation Instructions FL9174_Ka
11_0230-318960-PSO S.Rdf Approved foruseInHVHZ: No Approved for
use outside HVHZ: Yes FL9174_g12_U_307424_Chart @jgned.pdf l_ 24S
FL 17 pgn,,pd Impact Resistant: Yes
Design Pressure: +25.
90/-28.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Created by
Independent Third Party: Yes Evaluation Reports FL9174_
W_&g
WD2017-001R2 Evaluation Report - FL 9174.PDF Created by Independent
Third Party: Yes 9174.4 5120 /
6100 / 9100 *0231 16' Max width. 8'-9" Max height. Max section height 21". Solid only no glazing available.
Limits of Use
Approved for use
in HVHZ: No Installation Instructions FL917_
gi_II
0231-318996-P6_5.pdf FL2174_R12_II_
307494_P Track $ylpelement Chart il9ned.pdf Approved for useoutsideHVHZ: Yes FL9174_R12_U 324620 P16 lamb connection SURD @Lgned.pdf Impact Resistant: YesDesignPressure: +30.
00/-33.50 Verified By: Gordon Thomas P.E. FLORIDA PE 46718 Other: Doors with
glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region
unless protected or unless structure is Evaluation Reports FL 9174.PDF designed as partially
enclosed or door is a replacement LF 9174_g_12_AE WD2017-OO1R2 Evaluation Report - door. Created by
Independent Third Party: Yes 9174.5 5120 /
6100 / 9100 #0234 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top
or intermediate section. Limits of Use
Installation Instructions 0234-319022-P6
pdf Lf 917_R22_I1S. Approved for use
in HVHZ: No Approved for use
outside HVHZ: Yes FL9174_W_3_3074.29_P_11_IiaSlI`5MRelement Chart SJg odf FL927 P16 Jamb
Connection SURD glgned.Rdf Impact Resistant: Yes
Design Pressure: +43.
20/-49.60 U2_u_324620
Verified By: Gordon
Thomas P.E. FLORIDA PE 46718 Other: Created by
Independent Third Party: Yes Evaluation Reports FL917 _
R12_AE_
WD2017-00IR2 Evaluation Report - FL 9174.PDF Created by Independent
Third Party: Yes 9174.6 5120 /
6100 / 9100 *0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top
or intermediate section. 2/5 nn,..
ifl+.IPRNYfaii7nininhaH%2bKaodfe2PanfKY7e2Oi77uQ%3d%3d
3/2/2018 Florida Building Code Online
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +39.20/-43.70
Other:
9174.7 15120 / 9100 *0232
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +12.40/-13.80
Other: Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure is
designed as partially enclosed or door Is a replacement
door.
9174.8 15120 / 9100 #0233
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +18.50/-20.70
Other. Doors with glazing shall not be used in the wind-
borne debris region unless protected or unless structure i
designed as partially enclosed or door is a replacement
door.
Installation Instructions
FL9174_R1Z_U_0235-319023-P7_S 10i
FL9174_R13_II_307434_ell_U SIS_5llRolement Chart 519Red.Rdf
FL 174 R32_II 319 40 Pl Post Istall Instructions Signedj f
FL9174_R2 II 324620 P16 Jamb Connection 5.iIP_P_$igned.odf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174 RI2_M_WD2017-OO1RZ Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
18' Max width. 8'-9" Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
FL9174_R1Z_U_0232-318999-P6_S.Ddf
FL _gl2_U_307494 P11Track ment Chart s gned.pdf
FL2174_RU_U_324620 P16 Jamb Connection Supo 519ned.Rdf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174_g12_AE_WD2017-001R2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
18' Max width. 8'-9" Max height. Max section height 21". Glazing
available In top or intermediate section.
Installation Instructions
FL9174_U_11 233-319000-P6_S Wff
FL9174_FR_12_lI_307494_Pll Track $implement Chart !9gned-Rdf
FL9174_&U_U_324620 P16lamb Connection $g2p 51gned.Rdf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174_i _AE WD2017-OOSR2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.9 5120 / 9103 #0236 18' Max width. 8' Max height. Max section height 21". Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
S.pdf
Approved for use in HVHZ: No FL9174_R1Z_U_0Z36-319024-P7
element Chart 519ned.RdfFL2174_W_U_3Q7494 M—Uark—`1ultApprovedforuseoutsideHVHZ: Yes
Impact Resistant: Yes FL2174_&U_U_319040 P1 Post Istall Instructions gjgned.edf
Design Pressure: +30.00/-33.50 FL917 _UZ-1324620 P16 Jamb Connection SURD ajgned.Rdf
Other: Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174=17_M ` D20 -nn, e2 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.10 15120 / 9100 #0237
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +39.20/-43.70
Other:
18' Max width. 8' Max height. Max section height 21". Glazing
available in top or intermediate section.
Installation Instructions
FL9174_gj_II 0237-319025-P7 5.001
FL917q_W_II 0 4 P11 TTrack a element Chart gn d
FL9174_U2_II_319040 PI Post Istall Instructions s gned.pdf
FL2174_W_U_324620 P16 Jamb connection SWM *J9ned.odf
Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Created by Independent Third Party: Yes
Evaluation Reports
FL9174_1112 E_WD2017-OO1R2 Evaluation Rennrt - FL 9174.PDF_
Created by Independent Third Party: Yes
9174.11 5120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24". Glazing
0600 available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL 174_R12_II 0600-319026-P5 5.p
Approved for use outside HVHZ: Yes LF 9 74_R33_11_34L44_ IL ` plePment Chia _ gne d
Impact Resistant: No F121Z4_R12_U_3Z45M_P16 Jamb Connection SURD Oned.Rdf
Design Pressure: +26.90/-30.80 Verified By: Gordon Thomas P.E. FLORIDA PE 46718
Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes
borne debris region unless protected or unless structure Is Evaluation ReportsWDZ017-OO1R2 Evaluation Report - FL 9174.PDFdesignedaspartiallyenclosedordoorisareplacementFI79_RI3_
door. Created by Independent Third Party: Yes
9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing
0601 available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL9174_&1_2 II_0601-319027-P5_S.pdf
74_R32 II_ 074 4 P31 ra 5 ement Chart signed.Rdf
Approved for use outside HVHZ: Yes FL
lo{1Atvfr..7nininhoNc/9hKanrifo9PanfKY7e2Oi77uQ%3d%3d 315
3/2/2018 Florida Building Code Online
Impact Resistant: Yes
Design Pressure: +41.00/-46.30
Other:
FL11774_M_lI_ 23 4620P16JambConnection5yR_5 gned.odf Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports FL9174_
W_AE_WD2017-00IR2 Evaluation Report - FL 9174.PDF Created
by Independent Third Party: Yes 9174.
13 5120/5140/6100/9100/9400/9600 0602
16'
Max width. 10' Max height. Max section height 24". Glazing available
in top or intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +15.30/-17.00 Other:
Doors with glazing shall not be used in the wind- Installation
Instructions FL9174_
U2_U_0602-319028-P6_5.p9f FL917 _
U2_U_30749 _P_ll_TLKk_SMRplement Chart ggned.odf FL
I7 _R12 U_324620_P16 Jamb Connection 5gjW jqned.pdf Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes borne
debris region unless protected or unless structure is Evaluation Reports designed
as partially enclosed or door is a replacement FL9174_W_a_WD2017-001112 Evaluation Report - FL 9174.PDF door.
Created by Independent Third Party: Yes 9174.
14 5120/5140/6100/9100/9400/9600 0603
16'
Max width. 10' Max height. Max section height 24". Glazing available
in top or intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +23.00/-25.00 Other:
Doors with glazing shall not be used in the wind- Installation
Instructions FL9174_
RI _]I_0603-319029-P6_S p-9 FL917 _
U2_U_307494 Pll Track S LDlement Chart $jyned.odf FL
1 _R12_L_324620 P16 Jamb Connection SUDD ggned.odf Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes borne
debris region unless protected or unless structure Is designed
as partially enclosed or door is a replacement door.
Evaluation
Reports FL9174_
Ba_M WD2017-001R2 Evaluation Report - FL 9174.PDF Created
by Independent Third Party: Yes 9174.
15 5120/5140/6100/9100/9400/9600 0604
16'
Max width. 8' Max height. Max section height 24" Glazing available
in top or Intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: Yes Design
Pressure: +39.20/-43.70 Other:
Installation
Instructions FL
174_R_L2_II 0604-319030-P6_S.pdf FL
17 _W II_307494 ell Track 5Mpj8Cment Chart *jgned.pd FL917
R12_lI_319040 PI Post Istall Instructions Ligned.Rdf FL9174_
R12_II_ 23 4620P16 )amb Connection $emu p @igned.pdf Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes Evaluation
Reports FL9174_
l3U_6E_WD2017-001R2 Evaluation Report - FL 9174.PDF Created
by Independent Third Party: Yes 9174.
16 5120/5140/6100/9100/9400/9600 0605
18'
Max width. 10' Max height. Max section height 24". Glazing available
in top or Intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +15.30/-17.00 Other:
Doors with glazing shall not be used In the wind- Installation
Instructions FL91 _
gb2_lI 0605-319031-P5 5,pd FL9174_
g1?_lI 307494 P11 Syplement Chart 5igned.pdf FL
174_ II_324 20 P16 Jamb Connection SUDD signed.pdf Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes borne
debris region unless protected or unless structure is Evaluation Reports designed
as partially enclosed or door is a replacement door.
FL9174_&
2_6E_WD2017-001R2 Evaluation Report - FL 9174.PDF Created
by Independent Third Party: Yes 9174.
17 5120/5140/6100/9100/9400/9600 0606
18'
Max width. 8' Max height. Max section height 24" Glazing available
In top or intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +30.00/-33.50 Other:
Doors with glazing shall not be used in the wind- borne
debris region unless protected or unless structure is Installation
Instructions FL9174_
gU_]1_0606-319032-P7_51p41 FL
1 _KU LI_307494 P11 Trackjplement Chart lgned f FL9174_
1132_II_31 04 Pl Post Istall_ Instructions gigned.odf FL9174_
i3b? I_24620_P6Jamb Connection SUDgigned.cId VerifiedBy:
Gordon Thomas P.E. FLORIDA PE 46718 Created by
Independent Third Party: Yes designed as
partially enclosed or door is a replacement Evaluation Reports door. FL9174_
612_6E_WD2017-001R2 Evaluation Report - FL 9174.PDF Created by
Independent Third Party: Yes 9174.18
5120/5140/6100/9100/9400/9600 0609 18'
Max
width. 8' Max height. Max section height 24" Solid only - no glazing
available. Limits of
Use Approved for
use in HVHZ: No Approved for
use outside HVHZ: Yes Impact Resistant:
Yes Design Pressure: +
39.20/-43.70 Other: Installation
Instructions
FL 1
4_Rl2_II_0609-319035-P6_5.92f FL917 _W_
U_ 730 494 ellTrack5upuelementChartEigned.Rdf FL 174_
R12 1 319040 P1 Post Istall Instructions signed.Ddf FL9174_W_
II_324620 P16 Jamb Connection Stepp $igned.odf Verified By:
Gordon Thomas P.E. FLORIDA PE 46718 Created by
Independent Third Party: Yes https://floridabuilding.
org/pripr_app_dtl.aspx?param=wGEVXQwtDqufll JRfWxf6u7ojnlDheH%2bKagdfe2PanfKY7e2Oj77uQ%3d%3d 4/5
3/2/2018 Florida Building Code Online
Evaluation Reports
FL9174_gI _/E_WD2017-001112 Evaluation Report - FL 9174.PDF
Created by Independent Third Party: Yes
9174.19 5140/6100/9400/9600 #0608 18' Max width. 8'-9" Max height. Max section height 21". Glazing
available In top or Intermediate section.
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +18.50/-20.70
Other. Doors with glazing shall not be used In the wind-
Installation Instructions
FL9 _R1 _]I 0608-319034-P5_S p
FL9174_2 lI_307494_-P11 Track_Syi Dlement Chal Eigned.Ddf
IfWned.udfFL17p_ Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes borne
debris region unless protected or unless structure is designed
as partially enclosed or door is a replacement Evaluation
Reports FL9174_
M_6g_WD2017-Q01R2 Evaluation Report - FL 9174.PDF door.
Created by Independent Third Party: Yes 9174.
20 5140/9400/9600 #0607 16' Max width. 8'-9" Max height. Max section height 21". Glazing available
in top or intermediate section. Limits
of Use Approved
for use in HVHZ: No Approved
for use outside HVHZ: Yes Impact
Resistant: No Design
Pressure: +25.90/-28.80 Other:
Doors with glazing shall not be used in the wind- Installation
Instructions FL9174_
R12_lI_0607-319033-P6_&pg FL9174_
M_Il_307494 Pll T ac nlement Chart ligned f FLL9179_
RI2_II_324620_P36 Jamb Connection SUDD gigned.Ddf Verified
By: Gordon Thomas P.E. FLORIDA PE 46718 Created
by Independent Third Party: Yes borne
debris region unless protected or unless structure is designed
as partially enclosed or door is a replacement door.
Evaluation
Reports FL2174_
g12_M WD2017-001R2 Evaluation ReOort - FL 9174.PDF I
Created by Independent Third Party: Yes Back
Next Contact
Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1B The
State of Florida Is an AA/EEO employer. gWjbht 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 mall
to this entity. Instead, contact the oRice by phone or by traditional mall. If you have any questions, please contact SS0.487.1395. *Pursuant to Section 455.
27S(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
dick here . Product
Approval Accepts: Credit
Card Safe
fnrfnr
Aft menv?r orom--Arr_FvxnrutnnnflLlRfWyfRn7niniflhoH%2hKandfa2PanfKY7e2Oi77uO%3d%3d 5/5
REVISIONS
YOTF.S.
1. SHORT GLAZED PANEL OPTION - .090' MINIMUM
SSB GLAZING IN MOLDED FRAMES SCREWED TOGETHER
WITH A MINIMUM OF (6) /BXI- SCREWS INSTALLED IN
TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT
DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN
PRESSURES SHOWN I THIS DRAWING. GLAZING
SHALL HAVE A MAXIMUM HEIGHT OF 13.78' AND A
MAXIMUM LENGTH OF . GLAZING 15 NOT
RESISTANT AND DOES
I6.75NOT
MEET THE REQUIREMENTST FOR
WIND-BORNE DEBRIS REGIONS I
LONO GLAZED PANEL OPTION - NOT AVAILABLE MTN
THIS OPTION CODE: 3.
V%M L OR WOW DOOR STOP HALED A MAXIMUM OF
6' O.C. MUST OVERLAP TOP NO BOTH ENDS OF PANELS
MINIMUM 7/16' TO MEET NEGATIVE PRESSURES
4.
KEY LOCO, SLOE LOCKS. OR OPERATOR REQUIRED. 8.
SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE
POLYURETHANE FOAM INSULATION CHEMICALLY Bohm
TO 30 CA MINIMUM FACER STEEL AND A POLYLAA°
NATE OR 32 GA STEEL BACKER. END CAP To
HAVE A MINIMUM 1.4' DEPTH. 6HE
DESIGN OF THE SUPPORTING STRUCTURAL ENTS
SHALL BE THE RESPON95UTY OF THE PROFESSIAL
OF A ECORD FOR INC BUILDING STRUCTUREANDTINACCORDANCEWITHCIJRR044TTBUILDING
CODES FOR THE LOADS LISTED ON THIS ORAVANO.
7.
DOOR JAMB TO BE MINIMUM 2X6 STRUCTURAL CRANE
LUNBEA REFER TO JAMB CONNECTION SUPPLEMENT
FOR ATTACHMENT TO SUPPORTING STRUCTURE
6.
LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED
FRAMES SCREWED TOGETHER WITH A MINIMUM OF (
6] / IM" SCREWS INSTALLED IN THE BOTTOM SISTANTAND00NOTMEEEETTHTHEREQUIREMENTSSAREOTIMPACTREMENTS
OR VAND-BORNE DEBRIS
REGIONS. LOUVERED SECTION REQUIRES OPERATOR
STILE TO BE FACTORY INSTALLED AT THE CENTERUHE
OF THE DOOR. SUPERIMPOSED
DESIGN PRESSURE LOADS
ON SUPPORTING STRUCTURE MAX
I DOORFI DOORUNIFORM LOAD EACH JAMB (pLF) iGH
JOW
E. SCATES. PE 3121
FAWGATE OR. CAMLION.
TX 75M rL
PE 51737 T2 PE 563O6/FZ7AJ TJ1aTION
OF QWICIL ID CONSTRICTION DETAILS SEE
U-BAR NOTE ON SNLLI 2
FOR UNBAR INSTALLATION a
g1y1%NS LAC
SCREWS MIN
3 AS SHOWN)
16
CA MIN VERY TRACK
20
CA ENO CAP SCREW
AT EACH B/
161MS
EET BR'
K JAMBBRACKET1/
4-2OX9/16' TRACE 1
BOLT
AND 1 /h20 HEX I HUTATEACHJBJAMBBRACKET
LOCATION 15
CA STIFFEN ' JAMB
BRACKETS SEE
SCHELDU!<E FOR INANITY,
LOCATIONAND TYPE ' KEY
LOCK OR SLOE l 607H
HINDS (NOT REQUIRED VAIN
OPERATOR - SEE NOTE 4).
SLOE LOCK SHOWN FOR GLARHTY
NOTE` (
4) SECTION SOUR ECTDOORSHOWN. HE SIECTI 2
FOR
U-BAR LOCATIONS ON Oo0R5
WHIN OTHER SEC110N QUANTITIES
AND SEE NOTE 1 ON
THIS SHEET FOR GLATD40 OPTIONSd q
1
HMEL (
61 CENTER WINCES PER JOINT REQUIRED
DOOR MOTHS GREATER THAN 12'-
O% (3) CENTER WINCES PER JOINT REWIRED
ON DOOR MOTHS LESS THAN OR EQUAL
TO 12'-0. 7GLWMHNO
OIMENSON DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK PATH 1/4-20X9/16' TRACK BOLT AND NUT. FOIJ.OMINO DIMENSION DENOTES WICK INSTALL JAMB BRACKET INSTALLED IN BUTIFAFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK. DOORSMATHHIGHInROOFPITCH, AND/OR GREATER THAN 8' 94 HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS. M(
PSF):+
25.90/-20-80 URE
RATINGS APPROVED SIZES SC. F1wayno® +
25.
90/-28.80 MA% MIOTH: 1W+58.
85/-43.20 MA% HEIGHT: 8'-9' OR DaltonTED (
YES/NO). NO MAX SECTION HEIGHT:21' CH ODELS
5140/9400/9600 A.
dVISON OF OVERHEAD DOOR COPFNSJ°A00LAdFLOIDA32514PECIFICATIONOPTIONCODE0607ED
SUPERIMPOSED PRESSURE
LOADS IPORTINC
LIRE
AND ED
NUMBER OF IERS
AND CENTER REQUIRED
FOR EWERDOORWIOTHS. 10/
06 OIFlm
NOTE B TO 6/
6/07 MOOIFED
JAMB CT
SCHEDULE FOR OPTION.
ACTED lHR LICK
DETAIL SHEET 2. C
4/17/06 ADDED
TEXAS UCENSE MBER
TO TITLE BLOCK. ANGED
LOUVER NOTE. REASD
MAX HEIGHT W-
9'. ADDED HIGH T
AND ROOF PITCH ACK
HOTS T
4/29/09 i
UPDATED TITLE BLOCK R
5/4/10 DA
SHEET
1 OF 2 DRAWING
PART NO. I REV. 319033 '
P5
REVISIONS
13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE
FIXTURE ATTACKED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE
PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD
IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT
WITH %2) 1/4-1495/8' EACH GRILLING CRI2MP7(I 14X7
CRIMP TE SCREWS
SCRM
FOR STANDARD TRACK AND (3)
1/4-14X7/8' SELF DRILLING
0 CRIMPTRE SCREWS FOR LOW 0'
HEADROOM TRACK (2 OF WHICH
ARE USED TO ATTACHED THE TOP
BRACKET As SHOWN). (nW HEADROOM TRACK
nFTAIL A
13 GA ROLLER SLIDE ATTACHED TO
PRE -PUNCHED NOLE/S9•IN TOP OF U-BAR
WITHIUSE NEM01C H1OLE iN SME 10 ENSURE
PROPER ALIGNMENT OF ROLLERS --I
16 CA HINGE ATTACHE
WITH (4) 1/4-1496/8'
CRIMPTITE SCREWSFACT(,2 OF
ATTACHED)
2' NYLON STORMCARO
ROLLER WIN
41/r STEM DETAIL 0
18 CA HINGE ATTACHE
WITH (a) 1/4-204/8'
CRIMPRTE SCREWS (2 OF
WHICH ARE FACTORYY
ATTACHED. 3 OF WHICH
ARE FIELD INSTALLED INTO
YOP LEAF. AND 1 OF
IN
PLACE U-BAR OVER INTEGRAL RIB WITH
THESIB) PRE -PUNCHED HOLES EACH ENO FAoGUPWARDANDATTACHTHRUENOCAP
AT EACH ENO WITH 2 1 4-147/8' SELF
DRILLING CRIMPTITE WS oMeM&
U-BAR PLACED OVER TOP RIB
ON THE BOTTOM SECTION SHALL ONLY BE
ATTACHED THRU ENO CAP AT EACH ENO
WITH (1) 1/4-140/8' SELF ORILIJNO CRIMPTITE
SiILLiV LOCATE ON THE BOTTOM
FLANGE OF THE U-BAR INSTTA
L SCREEWSTO aATTHEENENDSREQUIRED TOU-BARS,
ALL U-BARS SHALL BE INSTALLED ON
SECTIONS PRIOR TO 613TALUNO ROLLER
SIDES AND TOP FIXTURE ON
THE U-BARS SEE ATTACHMENT NOTES
ON THIS SHEET- PLACE U=
BAR-OVER INTEORAL RIB
AND ATTACH PRE -PUNCHED
HOLES AT EACH INTERMEDIATE
HINGE LOCATION (1
THRU FLANGE OF U—
BAR AND BOTTOM HINGE LEAF
AND 1 THRU WEB OF
U-BAR AND INTEGRAL RIB
OF SECTION) 12 CA
BOTTOM BRACKET FACTORY ATTACHED
WITH 0 LACE U—BAR OVER INTEGRAL RIB WITH 3) 1/
4-1495/8' NOTC1 DOWN TO CLEAR BOTTOM QGRIRMPTITE BRACKET
AND ATTACK THRU END CAP AT EACH
END WITH (1) 1/4-140115 SELF DRILLING
CRIMPT(IE SCREW IS SHOWA AND
USE (1) 1/4-140/8' SELF DRILLING CIMPT
SCREW ACROSS THE BOTTOM OF
THE BOTTOM U—BAR AT EACH PRE -
PUNCHED HOE AT EVERY DETAIL 0
HINGE LOCATION. USE (1) 1/4-20418' ITE SCREW
ALL OTHER PRE -PUNCHED
HOLE LOCATIONS jam E
SCALES FE 3121 FNROATE
OR. CAMOLTON, TX
73001 FL K
01737 TX PC GLW6/FIID3 ONLY FOR
VERFIGT10N OFWMCODADCONSMIICONOC7AAS. 5) SECTION
DOORS WITH ((B)
3'. 18 GA. BO K51
U-BARS LOCATED OVER
INTEGRAL RIBS
AS 4) SECTION
DOORS WITH (5)
3'. 18 GA. 60 KSU-
BARS LOCATED OVER
INTEGRAL RIBS
AS SHOWN — ATrACHMFNT
N=
1. ALL
U—BARS SHALL BE PLACED OVER INTEGRAL RIBS AND
ATTACHED THRU PRE —PUNCHED HOLES WITH (2)
1/4-105/6' CIBMPTITE SCREWS AT EACH INTERMEDIATE HINGE
LOCATION. 2) 1/4-14XI/C SELF DRILLING
CRMPTITE AT EACH ENO CAP EXCEPT BOTH
U—BARS ON BOTTOM SECTION — SEE DETAIL 8
ANO 0 THIS SHEET). (2) 1/4-1/8' CIMPTITE SCREWS
APPROXIMATEL4X5Y MIDWAY LTAFFFJ44 ENOOFDOOR
AND INTERMEDIATE HINGE LOCATION, AND (1) 1/
4-14951W CRMPTTIE SCREW APPROXIMATELY B FROM
EACH ENO. FOR DOOR WIDTHS GREATER THAN
12'-0', THERE SHALL BE A 2p TOTAL OF )
SCREWSATTACHINGEACH U-BAR EXC EPT BO
U-BARS ON BOTTOM SECTION SHALL HAVE A TOTAL
OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAR
OR EQUAL TO 12'-0', THERE SHALL BE A
TOTAL OF (1B1 SCREWS ATTACKING EACH U-BAR
EXCEPT B U-BARS ON BOTTOM SECTION SHALL HAVE
A TOTAL OF (14) SCREWS EACH. 2. WITH
THE
EXCEPTION OF THE (B] PRE —PUNCHED HOLES IN THE
TOP OF EACH END 0SE FOR )) PA" ATTACHMEOF THE
NTORES IN LERTHESLIDESTTTOM OF EACH ENDUSED FOR THE ATTACHMENT
OF THE TOP.FDGIURE AND UNLESS NOTED OTHERWISE
ON THIS SPEOFlCATION DRAWING. ALL PRE —
PUNCHED HOLES IN ALL 8WITH 11414951E
CR MPTITE SCREWSBEATTACHEDToTHEDOOR3. 16 CA U—
BARS SHALL BE STAMPED '46' APPROXIMATELY 8' FROM EACH
END - rj ayne® DESIGN (PSF): +
25.90/-28.80 LMAXIDTH: 1BTEST (PSF : +38.
85 -43.20 EIGHT: 8'-B" ORPatton IMPACT/CYCLIC RATED (
YES/NO): NOECTION HEIGHT. 21' CH MODELS 5140/9400/9600
ASION OF OVERHEAD DOOR
PENS 6ACOLA. FiORIDA; 314
WINDLOAD SPECIFICATION OPTION CODE 0607 LOADS 6FlED NUMBER OF
IENERS
AND CENTER DES
REQUIRED FOR ROWER
DOOR WIDTHS 5/
10/06 MODIFIED
NOTE 8 TO
TE THAT LOUVERS NOTIMPACT
ISTANT. 0/8/
07
MOOIFE
JAMB W KET
SCHEDULE FOR
OPTION. ADDED LHR WK
DETAIL SHEET 2.
r 4/17/05
ADDED TEXAS LICENSE MBER
TO TITLE BLOCK
ANGEO LOUVER NOTE. REASEO
MAX HEIGHT B'—
S'. AODCD HIGH
T AND ROOF PITCH
ACK NOTE T 4/
29/09
UPDATED TITLE BLOCK IT
5/4/10
SHEET 2 ' OF 2
DRAWING PART NO. I
REV. 319033 P5
L.
14"
MAX
PLATE LOCATION
HEDULE
12"
MAX
12" SEE CLIP DETAIL
MAX I i
I 12"
MAX
12" LIP LOCATIONS
MAX SEE SCHEDULE
12"
MAX TRACKv
CLIPS TO BE EITHER
RIVETED, BOLTED, OR
WELDED. SEE DETAILS
THIS PAGE.
J" E SCATER PE
J121 FNNOATT[E 730ON. 01 CANR0.ITDN, FL
PE 01737 T% PC OU-/F2TDJ SEAL
PRUMED ORLY FOR YPNGONALONOFMNOUMDENGAWNEEWSDON57I01000NDETAILS13GA
MIN CONTINUOL WALL
ANGI
11 GA
MIN CLIP SEE
SCHEDULE 13
GA
MIN CONTINUOUS WALL
ANGLE
2) 1 /
4" X 7/16
SEMI TUBULAR RIVITS
11
GA
MIN CLIP SEE
SCHEDULE - A
13
GA
MIN CONTINUOUS WALL
ANGLE
N CK
1 /
4"-
20 TRACK CARRIAGE BOLT
H 1 /
4"-20 NUT TRACK OR
CAR"-
20 TRACK RIAGE BOLT
WITH 1 /
4"-20 NUT 11 GA
MIN CLIP SEE SCHEDULE
20 TRACK
OR CARRIAGEBOLTWITH1/
4"-20 NUT TRACK TYPICAL
CLIP
WELDING DETAIL
DESIGN PRESSURE
CHART WppH MAX
PSF
0" +46.
0 PSF -52.0 PSF 16'-0" +
46.0 PSF/-52.0 PSF 1 g'_
p" +46.0 PSF -52.0 PSF TRACK SUPPLEMENT
CHART ANGLE 12
FOOT 1TEO 6/
11/
03 IPOATED FORMAT.
EASED ALLOWABLE
SSURES TO
00/-52.
00 PSF FOR DOOR WIDTHS.
HOED "TE11A.
9 WALL LE' TO •
CONTMOUS L ANGLE'.
ADDED STRATE MOUNTING
AIL CHANGED
TO N HD
ANCHORS 4/2/
07 ED MODELS
9600 9024 WITH
OVERLAY RACK CUP
EB/2 .
UPDATED MODELS
to IN
CHARTS. 1ATED SPLICE
do CUP TARTS TO
USE OF
KPANOED 1-
1/2 TO IV DOOR
THICKNESS IT UP
TO 14' HICK 12/11/
06 VPOATEO TILE
Z 9/
2/
io GATE NAME
Wagner DRAWNB/21/07 CRT MRD 61210F7
Balton3395ADDISON
DRIVE 34SACOLA. FLORIDA
32514 8501 474-
090 SHEET 2
DRAWING PART
NO. 307494 REV.
P10
2 3/4" t1"
EDGE DIST
E60XX MIN. 1 /8V 2-24
MIN 3/16' THICK
STEEL FOR MOUNTIN
x 1-5/8" WALL ANGLt
AG SCREW OR
QUIVALENT INTO
AIN 2 x 6 NO.2 TRACK CU
3PF (G=0.42) OR — — — — — —
dETTER AT EACH 1/4-20x9/16"
HOLE OR -PAIR OF TRACK BOLT AND
HOLE LOCATIONS 1/4-20 HEX NUT
MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL
2 3/4" OPTIONAL: WALL ANGLE MAY BE
MIN EDGE DIST ATTACHED TO SUPPORTING STEEL
a. WITH MIN. (1) 1/4-20x7/8" SELF
DRILUNG SCREW WITH 1" O.D.
WASHER AT EACH HOLE OR PAIR OF
HOLE LOCATIONS IN LIEU OF WELDIN(
4
9L :_ l u• L 1 _
3/8" SIMPSON TITEN HD,
2-3/4" MIN EMBED INTO
MIN 2000 PSI CONCRETE
AT EACH HOLE OR PAIR
OF HOLE LOCATIONS
WALL ANGLE
1 /4-20x9/16"
TRACK BOLT AND
1/4-20 HEX NUT
TRACK CLIP
a" C SCATEA PE
3121 FA0IOATE ON.
CARROLLTOM. TK 75007
C PC p17J7 TX R 0830502M TRACK SUPPLEMENT CHAR
PONLY
FOR VoFrATIONOFNINOLDADCMSINU OZI06TAR5I— gn
alton
3395
ADDISON DRIVE NSACOLA,
FLORIDA 32514 850)
474-9890 ANGLE
12 TED
FORMAT. A
ALLOWABLE ES
TO 52.
00 PSF FOR R
WIDTHS. 1 '
TEXAS WALL TO '
CONTINUOUS IGLE'.
ADDED 4/
2/07 8/
21/07 JPDATED
MODELS FD
IN CHARTS, ATED
SPLICE sc CUP UPDATE
MOUNTING AIL
DRAWINGS. f
10/05/07 UPDATED
CHARTS TO 41NATE
THE USE OF B
CUP (REPLACED M
j9 ACROSS THE 9
EXPANDED 1-1/2' TO 3/
B' DOOR THICKNESS HART
UP TO 14' HIGH. MT
12/11/08 10
ADDED MODEL 6700. POATED
TITLE BLOCK RT
B/2/10 SHEET
2 OF 'L DRAWING
PART NO. I REV. 307494
P10
A Division of overhead Door Corporation
Jamb Connect -ion
Supplement
This document provides a series of connection schedules and basic detailing concepts for theconnectionofgaragedoorjambstobuildingframeswiththeuseofvariousfasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document.
Rev. P16
PM 324620
SCHEDULE
5/16" DIAMETER LAG SCREWS
No. 51737
p L STATE OF
i; 61ON06
1. BASED ON 5/16' DIAMETER LAG SCREWS WITH 1-1/2' O.D. WASHERS WITH A 1-9/32' THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) LAG SCREWS PER JAMB, LAG SCREWS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAI(ING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH =16ft
LOAD PER JAMB - 30psf x 16fU2 - 2401bfl1
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0- MAXIMUM DOOR HEIGHT.
5 DOOR JAMB OEBE 2X4 OR LARGER NO, 2 GRADE SPF TTER (
SPECIFIC
GRAVITY >=0.42) MOUNTED
TO SUPPORT STRUCTURE LUMBERRBIFMOUNTINGOVERDRYWALL. INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER 7.
MNNIMUM GE DISTANCE SHALL BE 128 MINIMUM LOAD
rF DASTENER SPAIN ABOVE
CING SHALL BE LE AS
1 1/2'D PER NOTE 3. AND ALL
HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING, B. LAG
SCREWS SHALL CONFORM TO ANSI / ASME STANDARD B18.2.1. Digitally signed
by John E. Scates, P.E. Date: 2015.
02.20 09:56:33-06'00' Approved John
E.
Scates, P.E. 3121 Falrgate
Dr. carrollton, TX
75007 Revision P16 FL PE
51737 TX PE 56308/F2203
SCHEDULE2
16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS
MAXIMUM NAIL SPAUNU rtn JrimD IN
MAIN SUPPORT MEMBER SPECIES
SYP DOUGLAS FIR SPF
SPECIFIC SPECIFIC SPECIFIC
GRAVITY - 0.55 GRAVITY - 0.46 GRAVITY - 0.42
LOAD PER
JAMB LB/
N=3
100 24 24 19
120
140
24
21
20
17
16
14
160 18 15 12
18D 16 13 10
200 15 12 9
220
240
13
12
11
10
8
8
260
280
11
10
9
8
7
7
300
320
340
10
9
8
8
7
7
6
6
Na
360 8 6 Na
380 7 6 Na
400 7 g Na
420 7 Na Na
440 6 rya Na
460 6 Na Na
480 6 Na Na
500 6 Na
520
540
Na
Na anta Na
Na
560
580
Na
Na
Na
n/a
600
620
Na
Na
Na
Na
Na
Na
640 Na Na Na
660
680
700
Na
Na
Na
Na
Na
Na
Na
Na
Na
720 Na Na Na
740 Na Na Na
760
780
Na
Na
Na
Na
Na
Na
800 Na Na Na
No. MTV
p STATE OF • 10
o. 0- . v/
01,
i it'•.A10RVQp•
1. BASED ON 16d COMMON WIRE NAILS (0.162"x33-1/21 OR 16d THREADED HARDENED -STEEL NAILS (0.148-4-1/2-)
WITH A MINIMUM PENETRATION OF 2' INTO SIDE GRAIN OF MAIN MEMBER.
2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A
MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH =16ft
LOAD PER JAMB - 30psf x 161t/2 - 240lb/ft
4. CHART IS BASED ON 6'-6- MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>-0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNERANDSHALLBEDESIGNEDFORTHEJAMBLOADLISTEDINABOVETABLEASCALCULATEDPERNOTE3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.
Digitally signed by John E Scates, P.E.
Approved
Date: 2015.02.20 09:56:58 -06,00,
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007 Revision P16
FL PE 51737 TX PE 56308/F2203
SCHEDULE 3
3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL.WEIGHT CONCRETE
11lllr ii
sC4Ti,,.
No. 51737
p : STATE
OFi71111Oir'•.FLOR Qp• p? .
110
1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69' MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHERWITHAMINIMUMEMBEDMENTDEPTHOF3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH = 16ft
LOAD PER JAMB = 30pst x 16ft/2 - 240lb/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT,
5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. F THE DING
6 DESIGN
E DESIGNEDED OR THE JAMB LOAD LISTED IO
N
ABOVE ABLE AS CALCULATEDILPER NOTEI3.NER
AND
Digitally
signed by John E. Scates, P.E. roved
Date: 2015.02.20 09:57:27 -06'00' App
John
E. Scates, P.E. 3121
Fairpte Dr. Carrollton,
TX 75007 Revision P16 FL
PE 51737 TX PE 56308/F2203
SCHEDULE4
3/8"0 SIMPSON TITEN HD SCREW -ANCHORS
z
Zv
No. 0737
s rAm OP %Av
i 0. --.!-LOR%,q 0?
III
INTO NORMAL WEIGHT UNCRACKED1. BASED ON 3/8'0 SIMPSON TTTEN HD SCREW ANCHOR WITH A 1-314' O.D. WASHERCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-314' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. ANCHOR WITH A 1-314'O.D.
2 BASEDNMUM EMBEDMENT DEPTH OF 2-3/4' A MINIMUM EDGE ISTANCE OF 4-, ANHD A MINIIMUM END DIERINTOGROUT
STANCE OF4N A
CONCRETE MASONRY UNITS SHALL CONFORM TO STM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) SCREW ANCHORS PER JAMB, SCREW ANCHORS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6' FROM THE END OF THE JAMB. DIVIDED BY 24. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT)
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH =16N
LOAD PER JAMB = 30psf x 16N/2 = 240113M
5. CHART IS BASED ON 6'-6' MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >-0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTUREIFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH
BE THE SOLE RESPONSIBILITY OF THE BUI
TO ACHIEVE MINIMUM REQUIRED PENETRATION.
7 DESIGN LATED
SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE ASCALCUPEIR NGNOTE
4. ANDDESIGNER
8.
SCREW
ANCHORSSHA L BE DhL E SERMANUFACTURERS P FACTURER'SWRITTEN INSTRUCTIONS. Digitally 9
Y Date: 2015.
02.20 09:58.01 -06'00' roved John
E.
Scates, P.E. 31n Fairpte
Dr. Carrollton, TX
75007 Revision P16 FL PE
51737 TX PE 56308/F2203
SCHEDULE5
3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR
i
No. 51737
p STATE Of J $I z
N •.!l OR QP per? .
Z jss ON 1` \\
X
III
1. BASED ON 318"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-314' O.D. WASHER INTO NORMAL WEIGHTUNCRACKEDCONCRETEWITHAMINIMUMEMBEDMENTDEPTHOF2-1/2' AND A MINIMUM EDGE DISTANCE OF 3".
2 BASED ON
MINIMUM EMBEDMENT
HILTI KWIK BOLT
DEPTH OF
3 EXPANSION
AND A MN MUM EDGE DISTANCE OF 4ASHER INTO GROUT FILLED CMU WITH A
ONLY ONE ANCHOR PER MASONRY UNITCONCRETEMASONRYUNITSSHALLCONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN INTABLEWITHAMINIMUMOFTHREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2 ;
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH =16H
LOAD PER JAMB = 30psf x 16tU2 = 2401bRt
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTUREIFMOUNTINGOVERDRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE
VE TABLE AS CALCULATED
8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S
0
WRITTEN INSTRUCTIONS.
NOTE 4.
Digitally signed by John E. Scates, P.E.
Approved
Date: 2015.02.20 0958:27 -06'00'
John E. 5otes, P.E.
3121 Fairpte Dr.
Carrollton, TX 75007 Revision P16
FL PE 51737 TX PE 56308/F2203
w
n
37514
ceso) .,.-oeoo
r IL
raj rl
n a/r soosa and 1m
ANO1O1 ISIM A 1 1 4. OET
YO A 1 FII
Dighally signed by John E States P.E myrgg
Date2015A22OM5833-06rod o,.v°rym urD
JI.1 t aA,n rc
1 9 17m1
R R RAI II R 6W/Oe1
Dm wm
wrimm i oa LUXuoocL
4-
4• .> 3/r ou ui
4) 3/r SSD'SW TM 10 SO" W M 1-1 4. Q&
03TAAND
mpom WE PnD IN
O' 4.
bamm
OE7AL.7
y'3eaert wars eel
ra ASSpE9w 1L10 wAcn ar IL]o 135.
AOPf v i40D IDS. g-1 1 OF 2
JAMB CONNECTION SUPPLEMENT
09 PART MR 1
IQY.
324620 P16
WeMnon
3197 AWSW DRIVE
POGACDUl FIDWA 37514
00) 474-Da00
No. 51737
p:• STAlsOF Fitt/`
p.
e •• !LOR Qr p\
Dlgltalysigned byJohn EScum PF
Date: 201 S.D210 0"M -06W
awcc+anR
R R .O9 Y R a6 llJm
I/ RIM01QNIOI
a" WtACKKT
111AQ aDLT MD
1/4-70 IaS
fA9 L
PRAM PART N6 REV.
JAMB CONNECTION SUPPLEMENT 324 . P16
Florida Building Code Online
FLCRICA CrpAriT:n74T C
Business 8 Professional Regulation
p0
r
Product Approval
usou Pubkuser
Sranfi>NPDB®tlon Ust
Search Criteria
Code Version 2014ALL
Application Type ALL
Category
Application Status
ALL
Quality Assurance Entity
AL
Product Model, Number or Name ALL
Approved for use In HVHZ LL
Impact Resistant
ALL
AU -
other
Page 1 of 1
i
1
110 fHDLr' f,601Y..DdtY' OOK1Q61919f66"3 .'7'9P&
FL#
Product Manufacturer
Subcategory
Compliance Method
Quality Assurance Entity Contract Expired
Product Description .
Approved for use outside HVHZ
Design Pressure
15000
ALL
ALL
ALL
ALL
ALL
ALL
ALL
Tvoe Manufacturer roved
EL#
Corporation
Ryan J. King, P.E. ADD
Fl t ODD_R2 Revision Th naTNior Doors (
813) 767-6555
Category:
k1lO= Subcategory: Swinging Exterior Door Assembliescammis on II nems•ry•
43
ma a•hr oT
Ths Sbte of Rodda is an AA/® e1nPtoyer. N _ur," to a public -nerds request do not send
add am D records. II you do not ward Yoh e•maa ada. Vdresyous
relhavensearri4 resD lease mrlbd 65G.4a7.L' 95. •Punannt bIf
Under Maa law, Small d e e y P W bsO idder OiaO ". PS must Die the DWac witli an mrec addrestos
dkma0toClberdltY• p eddressess are ddxPubncretard IIya do rwtwWrurder
Sedd.4--3 275(1), Ronda S r> be raed for cff,:w c' muocotron WO the O aee. However
suDPIY a peraone.
he 200
lid provnoy
ide
t11e papa 1
ant
vdth an 9M ¢ F.
S., please n be frade .
ava0abk to the D..MM To ddemble If YOU 8fe a ptr
Product
APDrvrtar AcsePts: l'
CUrrl'nlF I"IU>
2/14/2018 Florida Building Code Online
FLORIDA 09PAWWShrr (IF
Business & Professional Regulation
r
BCIS Home I Log In I user Registration I Not Topics Submit surcharge I Stats a Facts Publications FBC Staff BCIs Site Map I unks I Search
Fbdda
1 Product Approval
aacyres
I USER: Public User
tkr• ICplrr
Product Agproval Menu > Product or Appllcadon Search > Application Ust
Search Criteria
Code Version 2017 FL# 16103
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
LL# Zyps Manufacturer Validated By Status
FL16103-R9 Revision Ply Gem Windows National Accreditation & Management Institute Approved '
History Category: Windows 804) 684-5124
Subcategory. Single Hung
npprvvco oy vo nyy, uveu ur .— anon w .cv.rnc., onv wuow yr ...c — o..., c....c ..........-..-,,,_.
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The state of Florida is an AA/EEO employer. CQpydaht 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
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.2395. '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 dick here .
Product Approval Accepts:
Credit Card
Safe
https:/Inoridabuilding.org/pr/pr_app_Ist.aspx 1/1
2/14/2018 Florida Building Code Online
Business
BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Far Staff I BCIS Site Map I Unks I Search I
Fbnda
1 ra Product Approval
USER: Public User
IMdti'u.s cidp pam Prodgg,0pnroval Menu > Product or Aooliratlon Search > Aoollcatlon Ust > Application Detail
OFFICE OF THE FL # FL16103-119
SECWTARY Application Type Revision
Code Version 2017
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived —I
Product Manufacturer Ply Gem Windows
Address/Phone/Email 433 N. Main St.
Rocky Mount, VA 24151
614)532-3596
luanne.harris@plygem.com
Authorized Signature Luanne Harris
luanne.harris@plygem.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation & Management Institute
Validated By
National Accreditation & Management Institute
Referenced Standard and Year (of Standard) Standard
Year
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2011
ASTM E1886 2005
ASTM E1996 2009
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/20/2017
https://noridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGITgUSzNzJCVvRqQvjVOzheKNA%3d%3d 113
2/14/2018
Date Validated
Date Pending FBC Approval
Date Approved
c.... —ru of Drnducts
Florida Building Code Online
12/21/2017
12/27/2017
FL # Model, Number or Name Description
16103.1 I Ply Gem 1500 Single Hung, Non -Impact (Alt. Substrates)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No g2_
C_CAC NI011350.01-R3.Qdf
FL16103_l32_C_CAC_NI011350.02-R3.odfApprovedforuseoutsideHVHZ: Yes
EL16103ImpactResistant: No
Design Pressure: N/A
g _
C_CAC_NI011350.04-R3.odf
LF1G10_i3s_C_C6g_NI011350 05-R4.odf
Other: Refer to installation detail for sizes, configurations and FL16103 &9_C_CACNI011350.06-R3,od
ratings.
FL16103_92_C_C9C_N1011350.07-R3.2df
FL16103_RU_C_CAC NI011350.08-R5.odf
L 1 _ig2_C_CAC NI011350.11-R4.od
FL16103_32_C_CAC NI011350.16-R3.odf
FL16I03_R9C_CAC N1011350.20-R3.odf
FL 1 _i32_C_CL4C_NI0113S0 21-R3 od
FL16103_Rg2_C=3,C_NI011350.22-R4.2df
FL16103_RU_C_CAC N1011350.25-R3.odf
FL —I 6 1 _32_g;_CAC NI013370.02.Rdf
FL16103_@$_C_CAC "1I013370.03.udf
FL1610 _gqC_CAC NI013370.04.R f
FL16103_gs_C_CAC k1013370.05.odf
FL16103_92_C_C6C NI013370.06.W1
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL16103_B2_L PGW181-C.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
16 3_92_A_iE-Ev LR-CP—d-PGW181-C.Ddf
Created by Independent Third Party: Yes
16103.2 Ply Gem 1500 Single Hung, Non -Impact (As Tested)
Limits of Use
Certification Agency Certificate
FL16103_62_rCAC 14I011350.01-113.2fffApprovedforuseinHVHZ: No
Approved for use outside HVHZ: Yes EL16103_B2_C_CAC_NI011350.02-R3.2111
Impact Resistant: No FL16103_92_C_CA9_NI011350.04-R3.udf
FL16103_U_C_CAC NI011350.05-R4.odfDesignPressure: N/A
Other: Refer to installation detail for sizes, configurations and FL16103_B2_C_CAC_NI011350.06-R3.2df
ratings.
FL16103_B2_C_C&_NI011350.07-R3.o9
FL1610 _ C_CAC N1011350.08-RS.odf
L1 10 _132_C_CAC NI011350.11-R4.od
FL 1 _i32_C_CAC_NI011350.16-R3.odf
FL16103_Rg2_C_CAC NI011350.20-R3.odf
16 _132_C_CAC N1011350 21-R3 udf
FL16103_U_C_C6C NI011350.22-R4.odf
FL161 3_U_C_CAC N1011350 25-R3 udf
FL16103_B2_C_C9C_NI013370.02.udf
FL16103__C_C9C_ NI013370.03.udf
L 0 _B2._C_CAC_ NI013370.04.od
FL16103_U_C_CAC NI013370. rLW
FL16103_@ C_CAC "I013370.06.odf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FLl 103_U_il PGW198 AS TESTED.odf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
16103.3 Ply Gem 1500 Single Hung, Impact (Alt. Substrates)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No _ FL16103_B2_C_CAC_NI011350.12-R2.2df
FL1610ApprovedforuseoutsideHVHZ: Yes 132_C_CAC_NI011350.14-112.odf
FL1610ImpactResistant: Yes B2_C_CA9_NI011350.24-R2.odf
Quality Assurance Contract Expiration DateDesignPressure: N/A
Other: Refer to Installation detail for sizes, configurations and 1/32022
ratings.
Installation Instructions
FL16103_92_11129W 183-B.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
QvjVOzheKNA%3d%3d 2/3
https:lffioridabuilding.org/prlprapp_dti-aspx?param=wGEVXQwtDgvyi4ngAXh1000gbVYRGITqUSzNzJCVvRq
2/14/2018 Florida Building Code Online
1FL6103_i22_AE_ v Reeort-PGW183-B.Ddf
Created by Independent Third Party: Yes
16103.4 Ply Gem 1500 Single Hung, Impact (As Tested)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No LF .1610 _32_r C6g_N1011350.12-R2.Ddf
Approved for use outside HVHZ: Yes FL1610 _U_C_CAC N1011350.14-R2.Ddf
Impact Resistant: Yes F 16 g2_C_ AC NI011350.24-R2.Pdf
Design Pressure, N/A Quality Assurance Contract Expiration Date
Other: Refer to installation detail for sizes, configurations and 11/30/2022
ratings. Installation Instructions
FL16103_&cLjLPGW184 AS TESTED.Ddf
Verified By: National Accreditation & Management Institute
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
Back Next
Contact Us :: 2601 Blair Stone Road Tallahassee Fl. 32399 Phone: 850-487-1024
The State of Florida is an AA/EEO employer. Qpydght 2007-2013 State of Florida.:: Privacy Statement :: Atxesslbllity 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
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.2395. 'Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, 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 personaladdress, 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:
0
Credit Card
Safe
https:l/Floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvyf4ngAXh1000gbVYRGrrqUSzNzJCVvRqQvjVOzheKNAa/o3d%3d 3/3
PLY GEM WINDOWS SERIES 1500 SINGLE HUNG WINDOW
NOTES:
I. THIS INSTALLATION HAS BEEN EVALUATED FOR USE IN LOCATIONS ADHERING TO THE
FLORIDA BUILDING CODE OUTSIDE THE HVHZ, AND WHERE PRESSURE REQUIREMENTS
AS DETERMINED BY ASCE 7 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER
STRUCTURES DO NOT EXCEED THE DESIGN PRESSURE RATINGS HEREIN.
2. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE
USE OF APPROVED IMPACT PROTECTIVE DEVICES (SHUTTERS).
3. ANCHOR TYPE, SIZE, SPACING, EMBEDMENT, AND EDGE DISTANCE SHALL BE AS
SPECIFIED IN THESE DRAWINGS. USE APPROPRIATE ANCHORAGE FROM TABLE I
ACCORDING TO SUBSTRATE TYPE. A MINIMUM CENTER -TO -CENTER SPACING OF 3'
SHALL BE MAINTAINED BETWEEN ALL INSTALLATION FASTENERS IN ANY DIRECTION.
4. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO.
FOR MASONRY OPENINGS WITH WOOD BUCKS LESS THAN 1-1/2' THICK, EMBEDMENT
SHALL BE BEYOND WOOD BUCKS, IF USED, AND INTO MASONRY SUBSTRATE. WOOD
BUCKS WITH MASONRY ARE OPTIONAL.
5. WOOD, METAL, OR MASONRY OPENINGS, BUCKS, AND BUCK FASTENERS, BY OTHERS,
SHALL BE PROPERLY DESIGNED AND INSTALLED BY OTHERS TO TRANSFER
SUPERIMPOSED LOADS TO THE STRUCTURE. ADEQUACY OF THE STRUCTURE TO
RECEIVED THESE LOADS SHALL BE VERIFIED BY THE CONTRACTOR OR AUTHORITY
HAVING JURISDICTION (AHJ).
6. IT IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD OR AS
APPROVED BY THE AHJ TO SELECT PLY GEM PRODUCTS TO MEET ALL APPLICABLE
LOCAL LAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY REQUIREMENTS FOR
EACH INSTALLATION.
7. SHIMS ARE REQUIRED WHERE GAPS OF GREATER THAN 1/16' EXIST BETWEEN OPENING
AND FRAME. MAX. SHIM STACK IS 1/4'. SHIMS SHALL BE LOAD -BEARING AND
CAPABLE OF TRANSFERRING LOADS TO THE SUBSTRATE.
8. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER INFILTRATION RESISTANCE
OF THE INSTALLED PRODUCT SHALL BE THE RESPONSIBILITY OF OTHERS USING ASTM E
2112 AND IS NOT ADDRESSED BY THIS DOCUMENT.
9. INSTALLED GLAZING SHALL COMPLY WITH ASTM E 1300.
10. ALL FASTENERS PENETRATING INTO PRESSURE TREATED WOOD SHALL BE CAPABLE OF
PREVENTING CORROSION DUE TO REACTION WITH PRESSURE TREATMENT CHEMICALS.
ANY DISSIMILAR MATERIALS THAT COME INTO CONTACT SHALL BE PROTECTED TO
PREVENT REACTIONS IN ACCORDANCE WITH CODE REQUIREMENTS.
11. A WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR THE ANALYSIS OF WOOD
SCREWS ONLY.
12. PRODUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN TEST REPORTS NATIONAL
CERTIFIED TESTING LABORATORIES 110-15596-1 8 -2. 110-15597-1, 110-15598-1,
110-15599-1 8 -2, 110-15600-1, 110-1601-1, 110-15602-1, 110-15605-1. 110-16027-1,
110-16028-1, 110-16245-1, 110-19262-1, 110-19348-1 THRU -5.
13. DESIGNATION 'X' IS FOR OPERABLE PANEL AND 'O' IS FOR FIXED PANEL.
14. USE 100% PURE SILICONE CAULK COMPLIANT WITH AAMA 800 SECTION I - SEALANT
SPECIFICATIONS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS.
15. USE A BACKER ROD ON ALL JOINTS >3/4' DEEP AND/OR WIDER THAN 1/4'. FINISHED
CAULK JOINT SHOULD BE A MINIMUM OF 3/8' DEEP.
FL 16103.1
SIZE CHART
OVERALL SIZE
MAX. DESIGN
PRESSURE
GLAZING
TYPE /
CONFIG. WIDTH HEIGHT
35.15/166 84' 50/- 50 PSF
TYPE Gil
EVEN
SASH
40• 72' 50/- 50 PSF
45• 72' 50/- 50 PSF
52-1/8, 62• 050/- 50 PSF
50/- 50 PSF
77-1/4' 40/- 40 PSF
77-1/8' 40/- 40 PSFg53'
77-1/4'
73 I5116' 35/- 35 PSF
73 15/16' 50/- s0 PSF
95-15116' 30/- 35 PSF TYPE
L / ORIEL
SASH46-1116' 95-15116' 25/- 30 PSF
44.1116• 77-116' 40/- 40 PSF
TYPE G2 /
EVEN
SASH
36-I/16' 74-I/16' 50/- 50 PSF
35.7116' 73-1/2' 35/- 35 PSF
3545/16• 61 I5/16' 35/- 35 PSF
TYPE G3 /
EVEN
SASH
35-I/2• 73-1/2' 30/- 30 PSF
40-1116, 72, 25/• 35 PSF
4-I5/16' 77.1/0' 4251- 25 PSF
TABLE OF CONTENTS
SHEET SHEET DESCRIPTION
1 INSTALLATION 6 GENERAL NOTES
2 ELEVATIONS 6 ANCHOR SCHEDULE
3 VERTICAL SECTIONS
4 HORIZONTAL SECTIONS
S GLAZING DETAILS
TABLE I: INSTALLATION FASTENERS TABLE
Lucas
Tumer
2017-12-20
03:31+19:00
10 I SUBSTRATE TYPE ANCHOR TYPE MIN. EMBED. MIN EDGE
DISTANCE
FIN INSTALLATION
A 2X MIN. SPRUCE -PINE -FIR WOOD q8 WOOD SCREW 1-1/2- 7/16' G=0.42)
16 GAUGE (0.060') STEEL 36 KSI MIN. SI0-16 SELF -DRILLING SCREW FULL. PLUS 3 7116' B OR I/8' ALUM. 6063-T5 MIN. EKS/D IL- LEX/KWIK-FLEX THREADS MIN.
FRAME OR CLIP INSTALLATION
C CONCRETE (2 KSI MIN.) 3116' ITW TAPCON 1-1/2' 1-118'
D HOLLOW OR GROUT -FILLED CMU 3/16' ITW TAPCON 1' 2' 117 PCF MIN.)
E 2X MIN. SOUTHERN PINE WOODG=0.55) 3/16' ITW TAPCON 1-3/8' 7/6'
F ZX MIN. SOUTHERN PINE WOOD 10 WOOD SCREW 1-318' 7/8' G=0.55)
G 16 GAUGE (0.0601 STEEL 36 KSI MIN. 10-16 SELF -DRILLING SCREW IFULL, PLUS 3 IOROR1/8' ALUM. 6063-T5 MIN. TEKS/DRIL-FLEX/KWIK-FLEX THREADS M,N.
NOTE- ALL SCREWS AND TAPCONS SHALL HAVE MOD. TRUSS, PAN, OR HEX WASHER HEAD,
0.42' MIN. HEAD OR WASHER DIAMETER FOR FIN ANCHORS, 0.355- MIN. HEAD OR WASHER
DIAMETER FOR FRAME ANCHORS.
f: Ply Gem6
wN.. .ar..roI6u5".
ROCKY HOIMf. VA 7m01
NI: 340-w-w"
Fx. K616K.6N7
Q N o
q, u o r•i
0 0
I---' S O 115zo: o14 Iu ICn I
3: Na swat
9Q; 6TATE OF /1/
12/19/2017
LUCAS A. TURNER, P.E.
FL PE 0 55201
TURNER ENGINEERING h
CONSULTING. INC.
COA 0 29779)
1239 JABARA AVE.
NORTH PORT, FL 34288
PH. 941-380-1574
DWG #:
PGW181
SHEET: I OF C
CREEK
TECHNICAL SERVICES, LLC
12" T4 Soffit
ALUMINUM COILS, INC
Soffits
Appendix D
3 1/8" i/8" 3 1/8'
5/16"
1/2" 1/2" 1/2" 1/2" 1/2"
13.75" BLANK
319" PROFILE
60
25 rM.
0.126 rM.
I ' I
tiaoanu I
aoaaoa
aaaanu
Y
oaoaa•o
aaaoa
VIIOF 1 "lMR O 7iFpN f 1. C F1
hOUYFRY r0N® 01 SWE OIRECIION AS WBS)
END OF WORT
ALC15001 FL12194-R3 Page 4 of 4
This evaluation report Is provided for Stale of Florida product apprdval under Rule 61 G20-3. The manufacturer shell notify CREEK Technical Services, LLC of any product changes orqualityagsuranceobangesthroughoutthed'urallon for whloh this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other
product etMbules that are not spedfically addressed herein.
3/2/2018 Florida Building Code Online
U
Business & ProfessionalRegulation
BCis Home I log In I user Registration I Hot Topics Submit Surcharge I Stats a Facts Publications FBC Staff BCIS Site Map Unks Search
Florida
r Product Approval
USER: Public UsertodA=
Product ARoroval Menu > Product or ARobcation Search > Application List
Search Criteria
Refine Search
Code Version 2017 FL# 5444
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
searcn KesuiTs
EL#
APPpicat,ons
Iy,RR Manufacturer Validated By, Status
FL5444-1132 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Approved
His ry Category: Roofing 954) 772-6224
Subcategory: Asphalt Shingles
FL5444-1133 Revision CertainTeed Corporation -Roofing John W. Knezevich, PE Pending FBC Approval
Category: Roofing 954) 772-6224
Subcategory: Asphalt Shingles
ApprOVeg Dy VDFn. APPrgvou WY vorn W. $
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824
The State of Florida is an AA/EEO employer. Collyright 2007-2013 State of Florida.:: Privacy 5tatement :: 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. 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 personaladdress, 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 dick here .
Product Approval Accepts:
Credit Card
Safe
https:/Moridabuilding.org/pr/pr app_Ist.aspx
1/i
3/2/2018 Florida Building Code Online
Business • Professional Regulation
Bcis Home I Log in I User Registration I Hot Topics Submit Surcharge Stats & Facts Publications FBC Stall gas site Map Unks Search
Full Ida
r Produd Approval
USER: Public User
tticrraJ
Product ARDroval Menu > Product or Aooll fa Search > eppUcation List > Application Detail
FL # FL5444-R12
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived i
Product Manufacturer CertainTeed Corporation -Roofing
Address/Phone/Email 20 Moores Road
Malvem, PA 19355
610)893-5400
mark.d.harner@saint-gobain.com
Authorized Signature Mark Harper
mark.d.harner@saint-gobain.com
Technical Representative Mark D. Harrier
Address/Phone/Email 18 Moores Road
Malvern, PA 19355
610)651-5847
Mark.D.Harner@saint-gobain.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Asphalt Shingles
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 Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 03/09/2020
Validated By John W. Knezevich, PE
b Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL5444 R12_C0I_2017 Ql COI Nieminen.Ddf
Standard Year
ASTM D3161 2016
ASTM D3462 2010
ASTM D7158 2011
Sections from the Code
https:lfloridabuilding.org/prlpr app_dtl.aspx7param=wGEVXQwtDgtahlgO7CSsoycOri28CcpCm5j9JS3Osk4S7sljNdlwNg%3da/o3d 1/2
3/2/2018 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Summary of Products
Method 1 Option D
09/07/2017
09/12/2017
09/15/2017
12/12/2017
01/24/2018
FL # Model, Number or Name Description
5444.1 CertainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural
asphalt roof shingles
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other: Refer to ER Section 5 for Limits of Use
Installation Instructions
FL5444_R12_U_2017 09-EI -AI_Elt_CERTAINTEED ASPHALT
SHINGLE S_FL5444-R12.Ddf
Verified By: Robert Nieminen, PE PE-59166
Created by Independent Third Party: Yes
Evaluation Reports
FL5444_III 2_AE-2017 FINAL FE_CERTAINTEED ASPHALT
SHINGLES_FL5444-R12.Ddf
Created by Independent Third Party: Yes
Bach Nert
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850487-1824
The State of Florida Is an AA/EEO employer. C gydght 2007-2013 State of Florida.:: Privacy Statement :: Accessiblllly. 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 45S, 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 dick bKL-.
Product Approval Accepts:
is eZlrck
Credit Card
Safe
https:lfloridabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOH28CcpCm5j9JS30sk4S7sljNdlwNg%3d%3d 2/2
S H„ `ems
QOTMNITYIERD
EVALUATION REPORT
CertainTeed Corporation
20 Moores Road
Malvern, PA 19355
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT#13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report 3532.09.05-1111
FL5444-R10
Date of Issuance: 09/22/2005
Revision 11:12/08/2016
SCOPE:
This Evaluation Report is issued under Rule 611320-3 and the applicable rules and regulations governing the P E. for
construction materials in the State of Florida. The documentase
of
tion submitted has been reviewed by Robert Nieminen,
e, Residential Volume. The products describeduseoftheproductundertheFloridaBuildingCodeandFloridaBuildingCodhereinhavebeenevaluatedforcompliancewiththe5thEdition (2014) Florida Building Code sections noted herein.
DESCRIPTION: CertainTeed Asphalt Roofing Shingles.
LASEUNG: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein
and FBC 1507.2.7.1 / R905.2.6.1 the referenced
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of thisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the product changes or thereferencedQualityAssurancedocumentationchanges. TrinityJERD requires a complete review of this Evaluation Report
relative to updated Code requirements with each Code Cycle. ADvERTISEMENT: The Evaluation Report number preceded by the words 'TrinitylERD Evaluated" may be displayed inadvertisingliterature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or itsdistributorsandshallbeavailableforinspectionatthejobsiteattherequestoftheBuildingOfficial.
This Evaluation Report consists of pages 1 through 12.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4 ANE1983
The %cAna wal append wu vuftrtrsd Or Robsrt Membw4
Pi. on IVOWDIL fib does not urve u Bn m:lecaonloM sknod
document sl[n4 naled Iordoopla Iwa been transmitted to du
Product Approval Adminbtroror and to th, named dierA
comFlCAmON of INDEPENDENCE
1. Trinity ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturingctung or
distributing products it evaluates.
2. Trinity I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest In any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product
S. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
Q0TP'uN1TYJERD
ROOFING SYSTEMS EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Asphalt Shingles s produced by CertainTeed Corporation, have
Compliance Statement: CertainTeed Asphalt Roofing Shingles, a
demonstrated compliance with the following sections of the 5 h Edition (2014) Florida Building Code and 5' Edition2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Umitations / Conditions of Use set forth herein.
2. STANDARDS:
Standard Year
Section
1507.2.5, R905.2.4
rtPropertyPro
Physical Properties ASTM D3462
ASTM D3161, Class F
2009
2009
1507.2.7.1, R905.2.6.1 Wind Resistance
ASTM D7158, Class H 2O08
1507.2.7.1, R905.2.6.1 Wind Resistance
3. REFERENCES:
Reference Date
Entity Examination
94NK9632 05/15/1998
UL(TST 1740) ASTM D3161
99NK26506 11/23/1999
UL (TST 1740) ASTM D3161
03CA12702 05/27/2003
UL (TST 1740) ASTM D3161
03CA12702 06/16/2003
UL (TST 1740) ASTM D3161
03NK29847 10/03/2003
UL (TST 1740) ASTM D3161
04CA11329 05/24/2004
UL (TST 1740) ASTM D3161
04Cr432986 12/03/2004
UL (TST 1740) ASTM D3161
OSNK07049 04/15/2005
UL (TST 1740) ASTM D3161
OSNK16778 05/12/2005
UL (TST 1740) ASTM D3161
OSCA16778 05/12/2005
UL (TST 1740) ASTM D3161
05NK14836 05/22/2005
UL (TST 1740) ASTM D3161
05NK22800 06/22/2005
UL (TST 1740) ASTM D31 61
R684 09/21/2005
UL (TST 1740) ASTM D3462
OSNK08037 06/28/2006
UL (TST 1740)
UL (TST 1740)
A5TM D7158
ASTM D3161 & D3462 09CA28873 07/23/2009
10/07/2010
UL (TST 1740) ASTM D3462 IOCA41303
loCA41303 10/09/2010
UL (TST 1740) ASTM D3161
lOCA41303 10/27/2010
UL (TST 1740)
UL (TST 1740)
ASTM D7158
ASTM D3161 & D3462 loCA44960 11/11/2010
201 /21/31111/211201
ULLLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 UL
LLC (TST 9628) ASTM D3161, D3462 TLR684 fWTGAH.
R684 04/22/2014 UL
LLC (TST 9628) ASTM D7158 ASTM
D3161 & D3462 4786334434 09/16/2014 UL
LLC (TST 9628) UL
LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 12/
16/2015 UL
LLC (TST 9628) ASTM D3161, D3462 & D7158 4786.570717 4787195678
09/2016 0202/09/2016 UL
LLC (TST 9628) ASTM D3161 & D3462 ASTM D3161,
D3462 & D7158 4787380356 26/2016 UL
LLC (TST 9528) 4787380357 10/ UL LLC (
TST 9628) ASTM D3462 4787380357 11/
08/2016 UL LLC (
TST 9628) ASTM D7158 4787380357 11/
09/2016 UL LLC (
TST 9628) ASTM D3161 Service Confirmation
Exp, 07/03/2017 UL LLC (
QUA 9625) Quality Control Evaluation Report
353Z.09.0S-R31 Exterior Research
and Design, LLG FL5444-RID ot j)
Care pfAuthortzotlon 09503 FBC NON-
HVHZ EVALUATION Revision 11:12/08/Z016 Page 2
of 12
CM
QOTRINITYIERD
PRODUCT DESCRIPTION:
4.1 CT20-, X - 25, X - 30 and XfT" 301R are fiberglass reinforced, 3-tab asphalt roof shingles.
4.2 ArcadiaTM, BelmontTM, Carriage House Shangle*, Grand Manor Shangle'a, LandmarkT", Landmark' IR,
LandmarkTu Pro, LandmarkTM Premium, LandmarkT" TL, LandmarkTM Solaris and Landmark' Solaris IR are
fiberglass reinforced, laminated asphalt roof shingles.
4.3 NorthGateTM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle.
4.4 Presidential ShakeTM, Presidential Shake' IR, Presidential Shake TV" and Presidential Solaris"' are
fiberglass reinforced, architectural asphalt roof shingles.
4.5 HatterasTM, Highland Slate'" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles.
4.6 Patriot^' is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated
appearance through an intermittent shadow line with contrasting blend drops for color definition.
4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge', Shadow Ridg6l, Cedar Crest, Cedar
Crest'"A IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip
and ridge installation.
4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions.
5. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product
5.4 Wind classification:
5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM
D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones
UP to V,d = 150 mph (V„h = 194 mph). Refer to Section 6 for installation requirements to meet this wind
rating.
5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge
and NorthGate Accessory hip &ridge shingles have been evaluated in accordance with ASTM D3161, Class
F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or
Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application
Instructions, for use in wind zones up to Vd =150 mph (V„a =194 mph).
5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less.
Calculations by a qualified design professional are required for conditions outside these limitations.
Contact the shingle manufacturer for data specific to each shingle.
5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed
asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solarisl exceeds thefor
calculated uplift force (FT) at a maximum design wind speed of Vad = 150 mph (V„ ii = 194 mph)
residential buildings located in Exposure D conditions with no topographical variations (flat terrain)
having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code forinstallationintheseconditionsusingtheinstallationproceduresdetailedinthisEvaluationReportand
CertainTeed minimum requirements, subject to minimum codified fastening requirements established
within any local jurisdiction, which shall take precedence.
5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building
Code and F.A.C. Rule 61G20-3.
Evaluation Report 353L09.054Ul
Exterior Research and Design, I.I.C. FL5444-RID
CffWc to ojAurhorkation #9503 FBC NON-HM EVALUATION Revision 11:12/08/2016
Page 3 of 32
QOTRINITYIERD
6. INSTALLATION:
6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / 11905.2 and the shingle
manufacturers minimum requirements.
6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida StatewideProductApproval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current publishedinstructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section 11905.2.6
and the minimum requirements herein.
6.2.1 Fasteners shall be in accordance• with manufacturers published requirements, but not less than FBC
1507.2.6 or R905.2.5. Staples are not permitted.
6.2.2 Where the roof slope exceeds 21'units vertical in 12 units horizontal, use the "Steep Slope" directions.
6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the
limitations set forth in FBC Section 1510 and CertainTeed published installation instructions.
6.4 6720—, XTTM 25, XTTM 30, XTTM 30 IR'
LOW AND STANDARD SLOPE STEEP SLOPE
ENGLISH 17' 12" 17' Use four nails and ssc spots of aspball roofing cement• for every fall
305 rrm) (305 mn (305 mn) sbdngle (pip" 11-4). dspball ro9bg cement meebg AMM D4586
1" 25 mm Sealant 1"(25 mn){
1YPe IIJs sog, estaiL
5 51C (145 mm)
5 tfi"Ph d
MURK 13tA 13t/e" 131111. Rooting Came 1
5eahnt 1" (25 mn) A" 1" (25 nTn) spots of asphalt roofing tenant
1"(251rmi) _ under eacb bib COMM
F1gwelld•asafoarnalismrdstsspots4l 6 c®r>entonsles sbpes
6 th" *CAU O?t Euesdve use of roofing cement can =se sblagles
T to bllstet
Fsgam113: asefournWUJorerisyfr+llsbhrgls
6.4.1 Hip & Ridge for CT20TM XT" 25 XT"" 30 XT"' 30 IR: Cut Shingles
1.1
I%mn)I It r-2"(SDmn)
t-1"
r
Dshc: Shingle 5hingb
Frgroe 1I 24: as t* ohm trirrs barb to mate rop -%WS es
ftllsb dbn®alow aboron). yV=11-2i InstoAAw of aopsdWV Me blpr -drg-
6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NPI: '" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant, in accordance with CertainTeed requirements.
Evaluation Report 3532.09.05-PM
Exterior Research and Design, LLC FLS444-RIG
pg NON-ifVFiZ EVALUATIONCffW=te ojAuthorhotlon A9503 Revision 11:12/08/2016
Page 4 of 12
6.5
6.5.1
ARCADIA'":
LOW AND STANDARD SLOPE
Use SIX nails for every hill shingle located as shovro below.
NfiLk.
w
watts .
04 roml
Figures: Use sfx nails for every fidl shingly
QOTPJNITYIERD
STEEP SLOPE
Use SDI nails and FOUR spots of aspba roofing cement for eve? full
mingle as shown below Appiy asphalt roofing cement 1'(25 mm)
from edge of shingle. 4balt roofing cement meeting WM D 4586
Type II is suggested.
r or rtaard—'
J O `7 J
FigJuu$ Uso sG was andfew spoir ofaspb,*
roofrng cement on steep slopes.
Hip & Ridge for Arcadia'": Cedar Crest-, Cedar Crest"' IR
lace fastener 1-inchUsetwo (2), minimum 1'/.-inch long fasteners per shingle. For the starter shingle, pfromeachsideedgeandabout2-inch up from the starter shingle's exposed butt edge, ensuring minimuminchembedmentintothedeck, or full penetration through the deck. For each full Cedar Crest shingle,
place fasteners 8-5/8-inch up from its exposed butt edge and 1-inch from each side edge.
For ASTM D3161, Uass F performance use BASF "Sonolastic® NPI " adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal
Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on thetoppieceandextendingapproximatelyflinchalongthesidesoftheheadiapalongalineisto14nchfromeachsideoftheshingle's headiap. Immediately align and apply the overlyingng
hshingle,
meterlspo
sing tab
1
or sides
into the adhesive, and install nails. To secure the other side, apply PL
adhesive between the shingle layers. Evaluation
Report 3532.09.05-R71 Exterior
Research and Design, LLG F15A44-Ri0 c,
apote of AUthWk Bon 1t95a3 FT3C
NON-HV1{Z EVALUATION Revision II: W084016 Page
5 of 12
6.6 I BELMONT"":
Low and Standard Slope
2:12 to 21:12):
Use FIVE nails for every full Belmont shingle,
located as shown below.
o AdOmW nmha rya
QOTP..INITYIERD
Steep Slope (greater than 21:12):
Use SEVEN nails and EIGHT spots of
asphalt roofing cement" for every full
Belmont shingle. Apply asphalt roofing
cement 10 (25mm) from edge of shingle.
See below. Asphalt roofing cement meeting
ASTM D45136 Type II is suggested.
s®• ps
ring Rio
6.6.1 Hip & Ridge for Belmont-:
6.6.1.1 Option 1: Refer to instructions herein for Cedar CrestTM, Cedar Crest'" IR hip and ridge shingles.
6.6.1.2 Option 2: Shangle® Ridge
FWv 17-1& Sbangk* Rddge.
18, Remove tape
Exposure from the right side
1• g•` j and fasten
SECOND
Fasten the
I
lettside s 8.
RIGHT
FIRST
B
LEFT
Figure 17-1k InstaDa M ofSbar*O Ridge sbi%*W
on bips and ridges
6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastico NP1-" adhesive or Henkel "PLO
Polyurethane Roof & Flashing Sealant', in accordance with CertainTeed requirements.
Exterior Research and Design, U.C.
Evaluation Report 3532.09.05-R11
C,rLpcoft cfAurhorrcadon 99503 FBC NON44VHZ EVALUATION
F-M6
Revision 11: 12J08/2016
Page 6of12
6.7 CARRIAGE HOUSE SHAN6LE® AND GRAND MANOR SHANGLE®:
STEEP SLOPE
LOW AND
STANDARD SLOPE
Use fine nails for every full Sbwgle.
t.)
25 imtl
S(
16 m
FW.17-1 UufrvenaiTsjoreovYjuDGmnddlanor510'Ve
CarriageNouseS5mrgle, orCmlemki$WC-
Q0TP'uN1TYjERD
Use seven nails and tbree spots of asphalt roofing cement for every
full Grad Mwor Sbange. Use five rolls an 3 re 1
roofing ammvery lforefullCaaiage ad CeiloaW Slate Apply
aVhah roofing cement 1, (25 mm) from edge of sbiagle Figua 17-
3). lupball roofing cement mewing ASiM D686 TW U is soeeested.
FWM 17f:
who lnst gwg Grand MworSbanglc on step doper, use Berea
nar-band ikee rpou ofaspball roof+rg anent 6.7.
1 Hto & Rtdee f Carriaee House 5han>;lew and Grand Manor Shanele. Refer to instructions herein for Shangle° Ridge
hip and ridge shingles 6.8
LANDARK, LANDMARK"'' IR, LANDMARK"'' PRO, LANDMARK"' PREMIUM, LANDMARKY" TL, LANDMARK"" MM SOLARISi
LANDMARK''
SOLARIS IR, NORTHGATE: LANDMARK TL
LOW AND
STANDARD SLOPE MEIRK DIMENSIONS
1T 143p
Ir men 305
mMH f •—(305 i r-
1' (25 men) Bateau Tape 1' (25mm)—1 1th' Nailable Area
NorthGate:
aa
G
1r
14 ' A9A (M5 mml
11 p ffl
Frgwe13.4
V-Jo-"'Ofor- 7fu f sbl* tr AM) p101)
I
l.
t rea ue I f i iiany wr IwIn
and d uldard *P0 (* 2'12m21m Re16e1NM q" 8
barer free as shM etovs Evaluation Report 3532.
09.OS-FLU Exterior Research and
Design, U-C- FL5444-R10 certpa
to gfA,
Rhwizarlon 09503 FBC NON-HVH2
EVALUATION Revision U:12/08/2016 Page 7 of
12
STEEP SLOPE
Use sir, nails and four spots of asphalt roofing cement for every full
laminated shingle. See belmy. Asphalt roofing cement should meet
ASTAI D4586 1'pe 11. 4ply I' spots of asphalt roofing cement unde
each corner and it about 12' 10 13' in from each edge.
METRIC DIMENSIONS
12' 14414"
305 mm) (375 mm)
rc
305 min)
1"(25 mrn)
RdtauTape
1-0 mm)y;
Nail Area
Fnr Sreeo
LANDMARK TL
1"
25 rr
I —i: 1'
25 min;
25 mm) ----
Roofing Cement
NorthGate:
STEEP tr iWV
SLOPE H305 mm) -r — (375 m
NAILNG
AREAF eJt1(25 mm)tina
QOTPJNITYIERD
n)
Figure 13 3: are s& rraaF andJ6w spots 0f
aapbaupqfingcWW1 on sleep slopes
1r
305 rr
Nailing areas for steep slopes (greater than 21:12)
and °Storrn Nailing"
Nal between lower 2 nal Ines as shown above.
6.8.1 Hip a Ridge for LandmarkT" Landmark' IR Landmark"' Pro LandmarkT" Premium landmarkT" TL
Landmark- Solarfs Landmark? SolarIs IR NorthGate.
6.8.1.1 Option 1: Shadow Ridge' or NothGate Accessory 97
Vim) 41'M (-
25m) y}m-415nG
e (
125mm) I 025mm) 150mm)
D Icenierrtap
12'
NddtesiorA°
pnirerAffo iheTop
Edpe of the Prevfoas tl r
captors. (
law) Bq=m English
Dimension Shadow
Ridge" Exterior
Research and Design, LLG FBC NON4iVHZ EVALUATION CWW,
cotr ofAutharfrOdOn #9503 ' ildd
far Untaft
13f/
4' 337mm)
Lo-
p—J-1 aforpgpnmm
of
the 7 itve V%mm) Rr(
1 M0) Yeir)
c Dimension Shadow
Ridge'" Evaluation
Report 353LO9.05-Rib F
5444-R10 Revision
11:12/08/Z016 Page
8 of 32
QOTRINITYIERD
927=
M mn)
415/t!; (1Z5mro)
Notch
1318°
mm
519
lCen'-111 169 mm 169 mm
131/4'
337mm) NomUes T 131/4'
centering
Notch
r Gs p1/oA 7 *T
1 )
337 mm) N,Align them,
prevJous C9urSe edge ooff
m
top (
19Im) prevl= course —
1 . NorthGate Ridge
NorthGate Accessory
1r _j
r t>
Lry'
n9 Notch Figurel3 TP
Use faybignokbes to osn slrkrglrs on bips and rlt(ger;
and to tooNe the correct esposare iv 6.
8.
1.2 For ATM ne Roof &
Flash Flashing Seala n nea cordance with CertainTeed use BF "
Sonolasticm Prequiremeentse or Henkel "PL® Polyuretha 6.
8.
1.3 Option 2. Refer to instructions herein for Cedar Crest"', Cedar Crest' IR hip and ridge shingles. Evaluation Report
3532-09.05-R31 Exterior Research
and Design, LLC- FL5444LR10 te CvlpwojAUdW&
ffeon89503 FBC NON-HVHZ
EVALUATION 21:1Z/08/Z016 Page 9 of
1Z
Q0TwN1TYjERD
6.9 PRESIDENTIAL SHAKE'", PRESIDENTIAL SHAKEm IR, PRESIDENTIAL SHAKE TL"', PRESIDENTIAL SOLARISm:
LOW AND STANDARD SLOPE:
For low and standard slopes, ust five nails for eacb Jill Presidential
shingle as shown below.
4TNulling —
Guide unes (1016•mm)
9ki 141W
ils on painted quidellne.
STEEP SLOPE
For steep slopes, use nine nails for each full Presidential shingle and
apply 1- dLameta spots of aspbalt rooili g eemeatwXW eacb shingle tab.
am applying 5 nails ID between [be nailing guide lines, apply 4 nafls f •
abovelab cutouts making certain tabs of ovalying shbrgle cogs nails
r-—
ram__ 1•
1' diameter asphalt roofing cement
Fsgwe J6.6.• FashnlirgFiesider ad andFresidenUd1Z Sbaks
shingles on [wand atandardsloper Frgwe J6-7.• F=tan ngPrsidv:11d card FreWMffd M Sbafg
shingles on siaep slopes
6.9.1 Hip & Rid a for Presidential ShakeTM Presidential Shake" IR Presidential Shake TLTM Presidential
SOlaris"
6.9.1.1 Ootion 1. Presidential Accessory
PRESIDENTIAL ACCESSORY
Presidentlal accessory shingles can be used for covering hips and
ridges. Apply shingles up to (be ridge (expose no more than 7' from
the bottom edge of the ,tooth." Fasten each accessorywith two fas- teners.
The fasteners must be 13/4' long or longer, so they penetrate either
3/4• into the deck or completely through the deck Presidential accessory
comes in two different sires Accessory produced in Birmmgham,.AL is 12' a 12'; Portland, oRproduces 97/s•• x 131/4' accessory.
6.
9.1.2 For ASTM D3161, Class F performance use BASF "Sonolasticm NP17" adhesive or Henkel "PLO Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.
9.1.3 Option 2: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR hip and ridge shingles. 6.
10 I HATTERASru: LOK
STANDARD AND SM SLOPE Few
13-X mad B9Uoas9dapta ao iacaadsandod-
1hpa For
Iow and aandard daps, use Die mat for orb fall HMM
Woe as *M dum 4
gaz.
ecaseysope, roc amp
slope, on Die a&MW & k spas of mp>mh rmlaS cemm for
06 fell nMM *W* as dm abom 40 i' wetter) under
etch nb oonwshm *u* into phc j do Na eqpme oanem.
CM01t; 7bo
much ro ft cemam can am 64% m bv= Evaluation Report
3532-09.05-R31 Exterior Research
and Design, LLG FBC NON44VHZ EVALUATION FL S4444t1O
certFooft of
Authadredon N9503 • Revision 11:12/OB/2016 Page 10
o111
6.10.1 Hip & Ridge for Hatteras7":
6.10.1.1 Option 1: Accessory for Hatteras
t
tt
1 2 3
Fipm 15-14.1.9 tbrm-piece units s0arafe to make
54'BalfffzAw, uoiysbbrgles
6.10.1.2 option 2: Cut Hatteras Shingles
9.
230 Min)I
I I
I I
I I
Ca Cap
Shingle Shingle Shingle Shingle
QOTFuNITYIERD
460(
203
mm)` eotr
460 mm)
521
AWv 15-M cut ga#aras sbaVes to make cow cad Figure 15-2L 1nsjWWkn of caps abrig bos and ridges
6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP1—" adhesive or Henkel "PL0 Polyurethane
Roof & Flashing Sealant", in accordance with CertainTeed requirements.
6.11 HIGHLAND SLATE, HIGHLAND SLATE"' IR:
LOW AND STANDARD SIM:
sbd4kbPM,b
tdeVWcoar
Ofi"s<dW4
FfgrasH-AUN)mnaarfirmyMg a dSams3fngh
SIM SLOPE
Use EM nabs wd Hf(f spots of asphalt roofing cemeor bt each
fag SiOWd SW shingle. For ldiaml.Dsk = nails me regatred
AppYf f' diameter spots of uph&rooft rsmeat =der each tab
wmm Asphalt r9dbg cemmtmwa g AM Dl5 TWe II is suggested.
o fhe wcem
doio+n+0
F*wv11 yk UsJWnalhwdaW *0OfarOW
Mgft MWd andrmcb tabmma
C&VMN; Paessirz use of roofing cement to crose shh*n
m bilstm
6.11.1 Hip & Ridge for Highland Slate'" Highland Slate'" IR: Refer to instructions herein for Cedar CrestT", Cedar
Crestr" IR or Shangle Ridge'" hip and ridge shingles.
Exterior Research and Design, LLG
CartFra0e olAuthorirotlon #3503 FSC NON-HVHZ EVAWATION
Evaluation Report 353Z I9.05-R11
FLW44-RIO
Revision 31:12/08/2016
Page 11 of 12
6.12
LOW AND STANDARD SLOPE
use FOUR nags for every W sbingle located as shown below.
saw
156®0)
QOTRINITYIERD
STEEP SLOPE
Use PODS sails and four spots of asphalt roofing cement for every full
shingle as shown below. Asphalt roolisg cement meeting WM D4586
Type H is suggested. Apply 1125 mm) spots of asphalt rooting
cemelas shown.
CAUTION: Euessse use of roofing cement can cause shingles to blister
vr ,
a o
Tsc.n.a c,um
6.12.1 Hip & Ridge for Patriot: Refer to instructions herein for Cedar Crest'", Cedar Crest' IR, Shadow Ridge'",
NorthGate or Shangle Ridge— hip and ridge shingles.
7. LABELING: ith the manufacturers name, logo, city, state and logo of the
7.1 Each unit shall bear a permanent label w
Accredited Quality Assurance Agency noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table
1507.2.7.1 / R905.2.6.1.
8. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this
product
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on which plants produce products covered by Florida Rule 611320-3 QA
requirements.
10. QUALITY ASSURANCE ENTITY:
UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com
END OF EVALUATION REPORT -
Evaluation Report 3532-09.05-R31
Exterior Research and Design, LLG FL5444-R10
owt(ficote of Autborlm0on 09503
FBC NON-HVHZ EVALUATION • Revision IL 12/08/2016
Page 12 of 12
3/2/2018 Florida Building Code
OnlineFLORIDAODPAWMUNTOF
Business Professional Regulation
raa111F.T.11 2a
BCIS Home I Log in I User Registration I Hot Topics I Submit Surcharge I Slats a Facts I Publications I FBC Staff I BCIS Site Map I Links I Search I
d
lorida
r C Product Approval
yry .
USER: Public User
Product Approval Menu > Product or Amolicatlon Search > Application List
Search Criteria
Code Version 2017 FL# 15216
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model, Number or Name ALL Product Description ALL
Approved for use In HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
searcn Results - Apwicationb
ELI ing Manufacturer Validated By. Status
FL15216-113 Revision InterWrap, Inc. John W. Knezevich, PE Approved
Category: Roofing 954) 772-6224
i o
Subcategory: Underlayments
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone-
The State of Florida Is an AA/EEO employer. Qyp yht 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. 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 personaladdress, 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 dick here .
Product Approval Accepts:
Credit Card
Safe
https:/tnoddabuilding.org/pr/pr app_Ist.asPx
1/1
3/2/2018 Florida Building Code Online -
UE
Business & Professional Regulation
BCIS Home I Log In I user Registration I Hot Topics I Submit Surcharge I Stats 11 Facts I Publications I FBC Staff I BCIS Site Map I Links I search I
d,,br
a
p as Product ApprovalUSER: Public User
Product Agoroval Menu > Product or Aenlrtatlon Search > Boolkatlon Ust > Application Detail
FL * FL15216-113
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived -
Product Manufacturer InterWrap, Inc.
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
551)574-2939
mtupas@interwrap.com
Authorized Signature Eduardo Lozano
elozano@interwrap.com
Technical Representative Eduardo Lozano
Address/Phone/Email 32923 Mission Way
Mission, NON -US 00000
778)945-2891
elozano@ interwrap.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
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 Robert Nieminen
Evaluation Report
Florida License PE-59166
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 09/30/2019
Validated By John W. Knezevich, PE
Z. Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL15216_93_C9_1_2017_Q1COI Nieminen.Ddf Standard
Year ASTM
D1970 (tear) 2015 ASTM
D226 (physicals) 2009 Sections
from the Code https:/
Moridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 QRAdhy12u8kQGntgayHyTiLGBIW0uK8nwXA°/a3d%3d 112
3/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/10/2017
Date Validated 10/11/2017
Date Pending FBC Approval 10/15/2017
Date Approved 12/12/2017
Summary of Products
FL # Model, Number or Name Description
15216.1 RhinoRoof Underlayments Synthetic roof underlayments
Limits of Use
Approved for use in HVHZ: No
Installation Instructions
15 _Rj_11_2017 FINAL ER INTERWRAP RHINOROOF FLl 16-
R3.aofApprovedforuseoutsideHVHZ: Yes
Impact Resistant: N/A Verified By: Robert Nieminen PE-59166
Design Pressure: N/A Created by Independent Third Party: Yes
Other: See ER Section 5 for Limits of Use. Evaluation Reports
FL15216_R3_AE_2017_C_FINAL ER INTERWRAP RHINOROOF F 521 -
B3 plff
Created by Independent Third Party: Yes
Back Nett
Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: PrbbW 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 electronicmalltothisentity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.3395. *Pursuant to Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they haveone. 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 personaladdress, 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 dick here .
Product Approval Accepts:
FIN 0®
Credit Card
Safe
httos:/Moridabuildinq.orq/pr/pr app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRAdhyl2u8kQGnf9ayHyTiiLG8tW0uK8nwXA%3d%3d 2/2
QOTRINITYIERD
EXTERIOR RESEARCH & DESIGN, LLC.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, Cr 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
EVALUATION REPORT
Interwrap, Inc.
Evaluation Report 140510.02.12-R2
FL15216-RZ
32923 Mission Way
Mission, BC V2V-6E4
Date of Issuance: 02/17/2012
Revision 2: 04/27/2015
Canada
SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use ofconstructionmaterialsintheStateofFlorida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code
sections noted Herein.
DESCRIP-hON: RhinoRoof Underlayments
LABEUNG: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referencedQualityAssurancedocumentationchanges, or provisions of the Code that relate to the product change. Acceptance ofthisEvaluationReportbythenamedclientconstitutesagreementtonotifyRobertNieminen, P.E. if the productchangesorthereferencedQualityAssurancedocumentationchanges. Trinity(ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words 'Trinity ( ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 3.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DC4ANE1983
The fidmoe seal appearbW was sutforted by Robert Mambeen,
PE on v4M/20M This does rot serve as an akd+onlo0y 3%n9d
doa"nmt sad, sealed hardmples have been tmnsmlGed to the
product Approval AdmNstretor and to the named dItnt
CEFMFICATION OF INDEPENDENa: end to acquire or will it acquire, a financial interest in any company manufacturing orLTrinityIERDdoesnothave, nor does it Int
distributing products it evaluates.
2. Trinityl ERD Is not owned, operated or controlled by any company manufacturing or distributing products It evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being Issued. ncial interest in any other entity involved in the approval process of the
4. Robert Nieminen, P.E. does not have, nor will acquire, a fina
product
5. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for anyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
n/T IrJITYIERD
ROOFING COMPONENT EVALUATION:
1. SCOPE.
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: RhlnoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with theintentoffollowingsectionsoftheFloridaBuildingCodethroughtestinginaccordancewithapplicablesectionsofthefollowingStandards. Compliance is subject to the Installation Requirements and Umitations / Conditions of Use set forth herein.
2. STANDARDS:
Standard Year
Section
1507.23,15o753, T1507.8,
Propertiesro
Unrolling, Breaking Strength, Pliability, Loss ASTM D2Z6 2006
1507.83,15D7.9.3,1507.95 on Heating 2005ASTMD4869
1507.23,150753,1507.8.3, Unrolling, Tear Strength, Pliability, Loss on
150753 Heating, Uquid Water Transmission,
Breaking Strength, Dimensional Stability
3. REFERENCES:
Reference Date
EntityExamination 10/27/2011
ITS (TSf1509) Physical Properties 100539395COQ-002 10/Z7/2011
ITS (TST1509) Physical Properties 1OD539395COQ-006 03/14/2014
ITS (TST1509) Physical Properties 1
Inspection 11/17/2014
ITS (QUA16n) Quality Control Inspectlon Report
4. PRODUCT DESCRIPTION:
4.1 RbinoRoof UZO is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTMD226, Type I or Type II felt or D4869 Type II felt RhinoRoof Underlayment is available in 42-inch wide rolls, and can be
produced in various other sizes.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer ofRecordforanyprojectonwhichthisEvaluationReport, or previous versions thereof, is/was used for permitting or
design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ
5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory or test
report from accredited testing agency for fire ratings of this product
5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referencedwithinFBCapprovaldocuments. If not listed, a request may be made to the A U for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows:
TABLE 1: ROOF COVER UPrid'N
Asphalt
Wood Shakes Slate or
Underlayment Na"n Tile Foam -On Tile Metal & Shingles Simulated Slate
Shingles
RhinoRoof U20 Yes No No Yes Yes No
5.6 Exposure Limitations:
5.6.1 RhinoRoof Underayment shall not be left exposed for longer than 30-days after Installation.
6. INSTALLATION:
6.1 RhlnoRoof Underlayments shall be Installed in accordance with Interwrep, Inc published installation instructions
subject to the Umitations set forth in Section 5 herein and the specifics noted below.
6.2 Install RhinoRoof Underlayments in compliance with manufacturer's
Hued'
published
unts In FBinstallationstlections 1507 for
instructions type of
nd the
requirements for ASTM D226, Type I or II or D4869, Type IYm prepared
roof covering to be installed. Evaluation
Report 140510.OZ12-RZ Exterior
Research and Design, LLC. FLSSZ16-RZ Certoa
to of Aufhorfzadon #9503 Revision Z: 04/Z7/Z015 Page
Z of 3
8.
9.
Q0T1vN1TYjERD
6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove
any dust and debris prior to application.
6.4 RhinoRoof U20:
6.4.1 Fasteners:
For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or
those noted in 6.4.2. The use of staples is prohibited.
For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch ause of
meter
plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The
staples is prohibited.
6.4.2 Single Laver-, Roof Slooe > 4:12:
End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24hoursuptomaximum30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached
pending attachment of the battens on the same day. Battens shall not be instruct oitioned ver cap nails. If this occurs,
remove the cap nail and patch the hole in accordance with Interwrap published
6.4.3 Double Laver 2 12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -widthsheetoverthestarter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum
half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application.
BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product
MANUFACTURING PLANTS:
Contact the manufacturer or the named QA entity for information on plants covered under Rule 61GZD•3 CIA requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc: ETL/Wamock Hersey — QUA1673; (604) 52D•3321
Exterior Research and Design, LLC.
CvtljrcvM ofAut horkation #9503
END OF EVALUATION REPORT -
Evaluation Report 140510.OL1Z-RZ
FusZ16-RZ
Revision Z: 04/Z7/ZOls
Page 3 of 3
Page 1 of 1
Florida Building.Code Online
fI '''
B.S Home I tag N I tuv Reptstratlon • HotToDlct I Submit Surdkerpe I Stars a Facts ( publications I FOCstae I BM Slta Msp I Unks I Seardr da
ra
Product
Approval USER
Public User Product
A--MIW M,u > ' R er Aoelkatbn ea > Application Ust RPflne
Search Search
Criteria 16566
Code
Version 2014
FL# ALL Application
Type ALL
Product Manufacturer ALL Category
ALL
Subcategory ALL Application
Status ALL
Compliance Method ALL Quality
Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product
Model, Number or Name ALL Product Description ALL Approved
for use In HVHZ ALL Approved for use outside HVHZ ALL Impact
Resistant ALL
Design Pressure Other
ALL
Search
Results - A lications Validated By ELA
u= Manufactures M.
Approved StevenUlit31, Fl
16 6g_ Revision MIU.ENNIUM METALS INC. PE Bl
Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the (717) 317-84 4 History
Roofing System k ..e ratllkd by the POC and/or thel;omrnLssbn V necessarY• . 1
phnnu
9cn.Alum eQlii.•
nl Ra...=
dG+ ment r. •
mn_fela % to et E2dds.:: aev o.tLe+•! :: :: The
Ststa or Florida is an AMffD empber• y'- " —... ""'" leew
contact 950.437.1395. 'Pursuant to UnderFbrdalaw, eme0 addresses are public records. IT You do rat want your &-mall address released In response to a public-moords request do not sen Odobar1, 2012, licensees licensed under Okapis 455, F.S. must provide the peparbnkrlrt with an eme0 address V electronicmalltathisentity. Instead, contact the office by phone or by tredRfonal me0. U you have anry q . D section
455.275(1), Florida Statutes, drectNethe are a licensee under wish
to they
he" ona, The smalls prwtded may be used for oltldata an enka address tvhldn can eern+deowave0able to the ppub IkaTod tete bA V you u
do not supply
a personal address, passe Drovlde the DeparlmeM Ooptc 45S. F.S., please dick hra. Product
Approval Accapts' Cfadf
Card Safe.
Page 1 of 2
Florida Building Code Online
FLMaOA OGDLPWIIrt Of-
BusirrEss.l& Professional -.Regulation
driar o; Product Approval
i USER Public User
P
LP G n
u .. Or Aoolimtlon SeKlii> Miles , Application Debll
FL16568-RI
FL # Revision
Application Type 2014
Code Version Approved
Application Status
Comments
0
Archived
Product Manufacturer
MILLENNIUM METALS INC.
pddres„/Phone/Email
1333 HAINES STREET EXP
JACKSONVILLE, FL 32202
877) 358-7663
tmccogan@aol.com
James Buckner
Authorized Signature jlmmy"ucidnc.net
Tonya Steele
Technical Representative 10200 Eastport Road
Address/Phone/Emall Jacksonville, FL 32218
904)358-8366
tonyac@mml2000.net
Quality Assurance Representative
Address/Phone/Email
Category
Roofing
Rooflng Accessories that are an Integral Part of the hoofing System
Subcategory
Compliance Method
Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
0 Evaluation Report - Hardoopy Received
Florida Engineer or Architect Name who developed James L Buckner, P.E. 0 CBUCK, Inc
the Evaluation Report PE-31242
Florlda Ucense Keystone Certifications, Inc -
Quality Assurance Entity
Quality Assurance Contract Expiration Date Steen M2Ur1ch, PE
Validated By 0 Validation Checklist - Hardcopy Received
ecco o rnr rertAflndeD.Ddf
Certificate of Independence "
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Cade 1709.2
Florida Building Code Online
Product Approval Method
Method 2 Option B
03/02/2015
I Date Submitted 03/02/2015
Date Validated 03/05/2015DatePendingFBCApproval
Date Approved
04/15/2015
of
FL # Moclel, Number or Name
16568.1 MMI-2' Off Ridge Vent
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +N/A/-75
Other: Refer to evaluation report for conditions and
limitations of use. Refer to manufacturers Installation
instructions as a supplemental guide.
16568.2 I MMI-25 Off Ridge Vent
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Design Pressure: N/A
Other. Refer to evaluation report for conditions and
limitations of use. Refer to manufacturers Installation
instructions as a supplemental guide.
Page 2 of 2
Description
Steel off ridge vent for shingle roofs mechanically attached
to Plywood Deck. 4', 6', 8', 10' Nominal lengths
Installation InstructionsFl16566R31101MMI2 OfrRldaeVen[-AS'rME330-
Steel EVALREPORT.Ddf
Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E.
31242
Created by Independent Third Party: Yes
Evaluation Reports
B RI AE Ol MMI 2 O({RidaeVent-ASTME33D-
SEnel EVALRFDORT.Ddf
Created by Independent Third Party: Yes
Steel or Aluminum Off Ridge vent with Detachable Baffle for
shingle roofs mechanically attached bD Plywood Deck, 4'. 6',
8% 30' Nominal Lengths
Installation, Instructions
Fl t6568 Ri II 02 MMI-2B OffRidaeVenC-TAS
100 EVALREPORT.Ddf
Verified By: James L Buckner, P.E. @ CBUCK, Inc. P.E.
31242
Created by Independent Third Party: Yes
Evaluation Reports „_— .1
Created by Independent Third Party'. Yes
aad* N®
Blair ' ton, Road.7anahasSC1FL 3= nh.nnw• a -1124 er.
C_ y.. +DD7-2DL TheStateofFloridahanAq/ff0 empkY Under
Florida taw, anan addresses are public recants. u you do not wall Yoha e-mail addrrss rdmsed In resporas e a
contact
1150. rrtpn5t,
do not send electronic
na, m this entltY• Uhstead, correct the oflla by Dhduhe or try btdtd" roan. II you have any queslfons, please dsrhDtt 850It witha n mailed re m
section
455.275(1), Florida SWwbM dfec&e October L 2D32, nxnsees nanse4 under Chapter 455, F.S. must Provide the public record. .11 you madmnot wish to an addressIfsvDpya
I>r address, N provide annTm " ith ° e U which m-tio. withOleDnbe e swnaHowever Me tothe publkaTo publicadermine U You aredi Ilarsee Drdv Chapter 455, FS.,
pin= mac b= Product Approval Adssptar
CtvidW Card Safe
MILLENNIUM''
META!-S, INC .
10200 Eastport Road Jacksonville, F132218
877-358-7663
Off Ridge Vent Installation (with or without detachable baffle)
A. PreparationToprepareroof for installation it will be necessary to determine how many and what type of vents will be
needed for the project
Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should be
installed a minimum of 6" off the peak of the ridge. Cut out sizes are located below in Table 1-1.
IMEPORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES.
When installing vents on an 'existing shingle roof remove shingles from the sides and top of the opening.
Remove any nails that interfere with installing the vent This typically includes nails that are to be 3" within the
body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening.
Roof cement is necessary around the perimeter of the underside of the vent to seal it to the underlayment or
shingles. The cement should also be installed on the vent completely cover back and side flanges. The cement
should be 'r/+" thick and should extend 2" onto the underlayment The lower portion of the vent should already
have shingles installed up to the cut opening. The lower portion of the vent should sit on the roof cement
Shingles should be installed on the back and side flanges of the vent All nail areas should be covered with
cement
B. Opening & Positioning
The cut opening should be positioned a minimum of 10" from the back flange. This allows a minimumclearanceof2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the
opening.
Table 1-1
Off Ridge Vent Installation Chart
Len th Net Free Area (sa in) Cut Out Size
4' 115 46" x 2-12"
6' 175 70" x 2-1/2"
81 235 ' 94" x 2-12"
10, 295 118" x 2-1/2"
C. Fastening of the Off Ridge Vent
1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof ventCareshouldbetakentoseeitisflushwithfrontflangeofventSecureasindicatedon
drawing.
2) Fasten the top, side, and lower flange with a minimum of 1-12" ring shank nail 4" on
center. The nail should be 1-12 inches from the edge of the flange and 1-1/2" from the
comers of the vent
Nail must beAS7MF1667 compliant in acwrdmrce with Florida Building Code Seddon 25.
Millennium Metals manufactures off ridge vents in the following gauges of steel & aluminum
Alumanon available with detachable baffle only), which meets the requirements of the 2010 Florida
Building Code (ehaptar 15).
26 gauge (.0179 min) AZ50 Acrylic Coaled Galvalume Steel
26 gauge (.0179 min) ASTM A-653 S1ee1 G-90 Commercial Steel Type B
26 .0179 min ASTM A-755 Ptd Steel Commercial Steel lype B
ptd Aluminum .025 min ASTM B-209 •
Abw*d b; m b mane vM demebable bale ma m r7wW Av&tdAWMrd
Page 1
CBUCK Engineering
SpFcJan-tj Sjn,'Ural Englneerinq
CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report
MMI-2B" Off Ridge Vent with Detachable Baffle
Ridge Vent Assembly
Manufacturer:
Millennium Metals, Inc.
10200 Eastport Road
Jacksonville, FL 32218
877) 358-7663 -
for
Florida Product Approval
FL 16568.2 111
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
Method: 2 - B
Category: Roofing
Sub - Category: Roofing Accessories that are an Integral
Part of the Roof System
Product:
Material:
Support:
MMI-2B" Off Ridge Vent with Detachable Baffle
Steel or Aluminum
Wood Deck,,,,,„,,,,d
Prepared by:
James L. Buckner, P.E., 5ECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes
Report No.15-104-MMI-2B-ORV-ER-14
Date: 2 / 26 / 15
Contents:
Evaluation Report Pages 1— 7
No31242
0 •• TIITE'OF
N AL`
DgJtoOf eH brJn^rcs L Bu[itxr, P.E
2015.03.02105751 -05100'
CBUCK, Inc.
1399 N. Killian Drive, Suite 4, west Palm Beach, Florida 33403b....bin.• net
FL #: FL 16569.1 R1
Date: 2 / 26 / 15
Report Noy 15-104,MM-2B-ORV.ER_14
CBUCK E=nglmperinc; Page 2 of 7 `
nper,nQ
CBUClG Inc. Certificate of Authorization1806d
Specialty S cturaE lnq Manufacturer:
Millennium
Metals, Inc. Product
Name: "MMI-2B" Off Ridge Vent with Detachable Baffle Product
Category: Roofing Product
Sub -Category Roofing Accessories that are an Integral part of the Roofing System Compliance
Method: State Product Approval Rule 61G20-3.005 (2) (b) Product/
System 11MMI-
2B" Off Ridge Vent with Detachable Baffle Description:
Steel
or Aluminum off ridge vent for shingle roofs mechanically attached to Plywood
Deck. Product
Assembly .as Refer to Page 4 of this report for product assembly components/materials & Evaluated:
standards: 1.
Off Ridge Vent 2.
Fasteners 3.
Roof Cement Support:
Type:
Wood
Deck Design
of support and its attachment to support framing is outside the scope of this
evaluation.) Description:
15/
32 (min.) or greater plywood, or
Wood plank (min. specific gravity of 0.42) Slope:
2 :
12 or Greater
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
Report N0.:15-1o4-MM-2B-ORV-ER 14.
CBUCK &ngineerin; q Page 3 of 7
CBUCK, Inc. Certificate of Authorization A8064
StSpclalttJ ructural Englneerinq
Performance Standards: The following test protocols were performed to demonstrate compliance with theintentofthecodeasthisproductisnotaddressedspecificallyinthecode.
TAS-100(A)-95 - Wind and Wind Driven Rain Resistance and/or increased
Windspeed Resistance of Soffit Ventilation Strip and Continuous or intermittent
Ventilation System installed at the Ridge Area.
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition (2014), Section 1709.2.
requirem nts of
Evaluation Report This product evaluation is limited compliance
scope sect onutol Florida- Product
Scope:
the Florida Building Code, as elated to
Approval Rule 61G20-3.001.
Limitations and 5co a of "Limitations and Conditions of Use" for this evaluation: contains technical
This evaluation report for "Optional Statewide App rovarConditionsofUse: which include
documentation, specifications and installation methods
limitations and nditions of Use" throughout the report in accordance with
Rule
anon- and CoC Per Rule' 61G20-3.004, the Florida Building Commission is
the authority to approve products under "Optional Statewide Approval".
0 tion fora lication outside "Limitations and Conditions of Use"
ro "project specific
e allows engineering analysis for p J
Rule 61G2D-3.005(1)() jurisdiction in accordance with theapprovalbythelocalauthoritieshavingj
alternate methods and materials authorized in t
roved by the
he Code. nFlorida
Building theproductasevaluatedinthisreportandapprovedCommissionisoutsidethescopeofthisevaluationandwillbetheresponsibility
of others. Thisproducthasbeenevaluatedto a maximum height of 33 feet. Thisproductshallnotbeinstalledonroofslopeslessthan2 :12. Refertoapplicablebuildingcodeforventilationrequirements. Design
of support system is outside the scope of this report FireClassificationisoutsidethescopeofRule61G20-3, and is therefore not included
in this evaluation. aluate the use of this product for use in the Thisevaluationreportdoesnotevesection. (Dade & Broward Counties) HighVelocityHurricaneZonecodQuality
Assurance: The manufacturer has demonstrated compliance of roof panel products for
in
accordance
with the Florida Building Code -and Rule 6 2a 3ro05 (3) anquality
manufacturing under
a quality assurance program audited by approved assurance entity
through Keystone Certifications, Inc. (FBC Organization #: QUA 1824).
FL #: FL 16568.191
Date: 2 / 26 / 15
i
Report NO.:1S104-MM-2B-0RV-ER_14
E3U`rr K Englneering; Page 4 of 7
CBUC1, Inc Certificate of Authorization #9064
gppGalty Stru al Engineering
Components/Materials Ridge Vent: "MMI-2B" Off Ridge Vent with Detachable Baffle
Material Type 1: Steel
by Manufacturer):.
Thickness: 26 gauge (min.)
Yield Strength: 40 ksi min.
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
ASTM A792 coated, or
ASTM A653 G90 galvanized steel
Material Tvoe 2: Aluminum
Thickness: 0.025" (min.)
Alloy Type: 3105-1-114
Corrosion Resistance: In compliance with FBC Section 1507.4.3:
ASTM B209
Nominal Dimensions:
Width:
Height:
Lengths:
Fastener(s):
BaseFastener Purpose:
Type: •
Size :
Corrosion
Resistance: Standard:
24"
4-
1/2" 2' ,
4', 6', 8' and 10' Attaches
Ridge Vent Base Flange to Deck Annular
Ring Shank Roofing Nails 11
gauge x 1-1/2" Per
FBC Section 1506.5 Per
ASTM F 1667 Alternate
Fastener. Attaches Ridge Vent Base Flange to Deck Purpose: Type:
Hex -Head Wood Screw Size : #
10 x 1-1/2" (min.) Corrosion
Resistance: Per FBC Section 1506.6 and 1507.4.4 Standard:
Per ANSI/ASME B18.6.4 Roof
Cement: Asbestos -free asphalt based roof cement w/ 565 rubber Type: Application
Size : 1/4" thick minimum Standard:
Per ASTM D 3019 Type III and ASTM D 3409
FL #: - FL 16568.1 R1
Date: 2 / 26 / 15
Repo
E3U I a rin Pagert No
5 f7
MM-2B-ORV-ER 14
Engineering
CBUCK, Inc Certificate of Aud,orizotion i18064
Spe cjc!,"- j Structural
Installation:
Installation Method:
Refer to drawings on Pages 6-7 of this report)
Prepare deck opening by trimming any shingles & nails that may interfere with
ridge vent installation.
Apply roof cement to the underside, back and side flanges of the ridge vent.
Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install
cement in compliance with manufacturers installation guidelines.)
Position vent flange beneath loosened shingles and align with deck opening.
Slide baffle onto lower roof vent flange and secure with nails or screws spaced
4" o-c-
Attach vent top and side flanges to deck with nails or screws spaced 4" o.c. and
1-1/2" from each end.
Minimum fastener penetration thru bottom of support, 3/16".
Install the "MMI-213 Off Ridge Vent with Detachable Baffle assembly insectionsmplianF
ce
with
the installation method fisted in this report and applicable code 5thEdition (2014). The installation method described herein is in accordance with thescopeofthisevaluationreport. Refer to manufacturer's installation instructions as
a supplemental guide for attachment. Referenced
Data: 1.- TAS 100(A)-95 Test Architectural
Testing, Inc.(FBC Organization #TST ID:1527) Report #:
D0249.01-450-18, Report Date: 8 / 29 / 13 2.
Quality Assurance By
Keystone Certificatidns, Inc. (QUA ID:1824) Millennium
Metals Ucensee # 423 3.
Certification of Independence By
James L. Buckner, P.E. @ CBUCK Engineering FBC
Organization # ANE 1916)
FL #: FL 16568.1 R1
Date: 2 / 26 / 15.
1 1 i 1 11: , Page
Report Nd; : 6 1f0 MM-2B-ORV-ER_14
CEgIJCK
Speclatty Structural EnglnE+E'rinq
CBUCK In Certificate of Authorization/8064
Installation Method
Millennium Metals, Inc.
MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck
2
Profile Drawings
5-1/2" , ,
121,
18-4/4" __j3"
Side View (Not To Scale)
MMI-2"
Steel Off Ridge Vend
Typical Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws
Typical.Fastener(s)
11 Gauge Ring Shank Roofing Nail
OR
10 min. Wood Screws .
n
Detachable Baffle
No lets system that slides .F d De&
into lowor flange of vent and
secured WM fasteners Lover Slope
spaced 4" o.c. kFront)
Higher Slope
kBa&)
Typical Side View (Not To Scale)
FL #: FL 16568.1 R1
Date: 2 / 26 / 15
CeUL CK EnginePrIng: 'Pagert No.: o104-MM-2B-0RV-ER 14
f 7
Speclalfiy Sfrucfiurdl E=nQlrneerinq
CBUCI Inc. Certificate of Authorization ;+18064
Installation Method
Millennium Metals, Inc.
MMI-2B" Off Ridge Vent with Detachable Baffle Attached to Wood Deck
1117 o.c.
1 12"
4" o.m
4" o.a Typical, MEDdmum
Typical Fastenen(s)
L1 Gauge RPong Shank Roofing Nail base Flange
OR
10 min. Wbod Screws
Top Plan View (Not To Scale)
Typical Fastening Pattern)
Nominal Lengths
4FL
6FL
8 FL
J
sole
10 Ft
Detachable Baflie
Two piece system
that slides into lower
flange of vent and
sw -v' with fasteners
spaced 4" or —
Typical Fasteners)
11 Gauge Ring Shank Roofing Nail
OR
410 min. Wbod Sam
Typical Ridge Vent Assembly
Isometric View (Not To Scale)
METALS, INC.
10200 Eastport Road Jacksonville, F132218
877-358-7663
Off Ridge Vent Installation (with or without detachable baffle)
A. Preparation of vents will beToprepareroofforinstallationitwillbenecessarytodeterminehowmanyandwharftype
needed for the project
Off Ridge Ventilation should be installed as evenly as possible across the roof section. The roof vent should beinstalledaminimumof6" off the peak of the ridge. Cut out sizes are located below in Table I -I.
IMORTANT NOTE: DO NOT CUT INTO RAFTERS OR TRUSSES.
When installing vents on an existing shingle roof remove shingles from the sides and top of the opening.
Remove any nails that mterf= with installing the vent This typically includes nails that are to be 3" within the
body of the vent Shingles and existing nails should remain on the bottom slope up to the cut opening.
Roof cement is necessary around the perimeter of the underside of the vent to seal it to the umderlaymeat or
shingles. The cement should also be installed on the vent complete cover b
should cement
s. The cement
should be ''/." thick and should extend 2" out the underlay neat Portion of the vent
have shingles installed up to the cut opening. The lower pordon of the vent should sit on
vent All nail areas should be roof cement
with
Shingles should be msWW on the back and side flanges of the
cement
B. Opening & Positioning This allows a minimumTheoutopeningshouldbepositionedaminimumof10" from the back flangt. clearance of 2-1/2" from the roof to the top of the vent The vent should be centered horizontally over the
ope fi*
Off Ridge Vent Installation Chart
Lenyth Net Free Area (sa ini Cut Out size
4' 115 46" x 2-1R"
6> 175 70" x 2-M"
235 94" x 2-12"
i n. 295 118" x 2-M"
Table I1 1 -
C. Fastening of the Off Ridge Vent
1) If using detachable baffle, attach the baffle by sliding it onto the lower flange of roof ventCanshouldbetakentDseeitisRushwithfrontflangeofventSecureasindicatedon
drawing. shank narl 4" on
2) Fasten The top, side, and lower flange with a minimum of 1-1/2 ringcanter. The nail should be 1-1/2 inches from the edge of the Range and 1-1/2" from the
comers of the vent -
Nail must beASTMFI667 conwilant in aemrdance with Florida Buildng Code Section 15.
Millemumn Metals manufactures off ridge vents in the following gauges of steel & alumimmm
flwn&= available with detachable baffle only), which meets the requirements of the 2010 Florida
Building Code (chapter 15).
26 ganga (.0179 min) Az50 Acrylic Coated Galvalu me Steel
26 gauge (.0179 min) ASTM A-653 Steel G-90 Commercial Steel Type B
26 .0179 min ASTM A-755 Ptd Steel Commercial Steel Type B
Ptd Ahnninum .025 min ASTM B-209 • ABmdaambnabaeaDab
WAddwbakBaffledeemAmidepo d A"ravd, Page
1
3/2/2018 Florida Building Code Online
ProfessionalRegulation
r c a
Bcis Home 1 Log In 1 user Registration 1 Hot Topics 1 Submit Surcharge 1 Stats 8 Facts 1 Publications 1 FBc Staff 1 BCIS Site Map 1 Links Search
Florida
D
1090% Inram Product Approval USER:
Public User Rn"
9c o iu`m Product
Agoroval Menu > Product or Aooll®lion Search > Application List Search
Criteria Code
Version 2017 FL# 17867 Application
Type ALL Product Manufacturer ALL Category
ALL Subcategory ALL Application
Status ALL Compliance Method ALL Quality
Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product
Model, Number or Name ALL Product Description ALL Approved
for use in HVHZ ALL Approved for use outside HVHZ ALL Impact
Resistant ALL Design Pressure ALL Other
ALL acarcn -
W.— L
iypg Manufacturer Validated By, Status FL17867-
111 Revision Lott's Concrete Products Category:
Structural Components Thuy
H Huynh 813)
645-0166 Approved
History
Subcategory: Products Introduced as a Result of New Technology npprcvc.
vyuorn.y.—...00—-_-.............- _, _.-. ___.._._.- — Contact
Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The
State of Florida Is an WEED employer. Coovrlaht 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 mall
to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.1395. 'Pursuant to Section 455.
27S(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
dick here . Product
Approval Accepts: LEE, ®
Credit
Card Safe
ti»
ne•IMnrii/ehnilriinn nm/nr/nr ann 10 aSr1Y 1/1
3/2/2018 Florida Building Code Online
U
Professional Regulation
fig
BCIS Home I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I FBC Staff I BCIS Site Map I Unks I Search I
d
lFlodda
OD4-0) Product ApprovalrUSER: Public User
Product Annroyal Menu > product or Agj;lUQtion Search > epnliratlon Ust > Application Detail
FL # FL17867-RI
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer Lott's Concrete Products
Address/Phone/Email P.O. Box 77125
Winter Garden, FL 34777
407)656-2112
precast98@aol.com
Authorized Signature John Hoy
jhoy@florida-engineer.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Products Introduced as a Result of New Technology
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 John Hoy
Evaluation Report
Florida License PE-55312
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 11/01/2023
Validated By Thuy H Huynh
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL378 7_Rl QgI_FES Letter of Indeoendence.Djf
Standard Year
ACI318 2014
ACI530 2013
ASCE 7 2010
hxnc•l/nnrirlaheoilrtinn nrnlnr/nr ann ritl.a.nnx?oaram=wGEVXOwtDat2ZOX6B2Y1Ut7sLOYPCCEHfltaXBIR74C9WKGZFr%2flcg%3d%3d 1/2
3/2/2018 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 10/14/2017
Date Validated 10/18/2017
Date Pending FBC Approval 10/26/2017
Date Approved 12/12/2017
Summary of Products
FL ii Model, Number or Name Description
17867.1 Lintel 8" Precast / Prestressed Untels
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL1786 _Rl_U_FES Letter of Installation.Ddf
Approved for use outside HVHZ: Yes Verified By: John Hoy PE 55312
Impact Resistant: N/A Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL1786 _BI_6F— in Shoos and Load Tables.Ddf
FL17867_&I_FES Letter of Evaluation 8in.12df
FL37867_Rl AE FES Letter of QCPdf
Created by Independent Third Party: Yes
Back Next
Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. CoovAaht 2007-2013 State of Florida.:: PrivaN 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 850.487.2395. *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:
WaWE m7w. ®
Credit Card
Safe
h"nc,iiflnririohrrilriinn nminrinr ann ritl acnY?naram=wGEVXOwtDat2ZOX6B2Y1Ut7sLOYPCCEHfltaXBIR74C9WKGZFr%2flcq%3d%3d 2/2
neenn9
Today's Ideas — Tomorrow's Results
July 2, 2015
LOTT'S CONCRETE PRODUCTS — PRECAST LINTEL INSTALLATION INSTRUCTIONS
Preparation
1. Remove any laitance, loose aggregate, and anything that could prevent mortar from
bonding with the precast lintel.
2. Remove any loose material from the grout spaces that is deleterious to masonry grout.
Erection
1. Erect precast lintels with a nominal 4in bearing for filled lintels and a nominal 6.5in
bearing for unfilled lintels.
2. It is recommended that shoring be supplied at mid span for all lintels greater than 14ft in
length. All shoring is the responsibility of the general contractor.
3. Construct all concrete masonry above the precast lintel in accordance with ACI 530.
Reinforcement Placement
1. Place reinforcement in the bottom of the "U" of the precast lintel as indicated on the
construction documents.
2. Place reinforcement within the top of the precast lintel (if no concrete masonry above the
lintel) as indicated on the construction documents. Provide minimum concrete coverage
in accordance with ACI 315 and secure reinforcement to prevent movement during the
grouting process.
3. Place all reinforcement within concrete masonry in accordance with ACI 530 and the
construction documents.
Grout Placement
1. Place concrete masonry grout in accordance with ACI 530.
Florida Engineering Solutions, Jnr- — CA No. 26300 — (Mall): PO Box 1238 (Physical): 12620 Curley SL — Ste 105
San Antonio, FL 33576 — Ph: 3521588 — 5311 Fx 352 1588 — 5411
Web: www.florida-engiheer.com