HomeMy WebLinkAbout1407 E 2 St (3)CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
D JAN 1.1 2016
�. Application No: 1D' c�C7y.P
Documented Construction Value: $ sti_ y/3. o0
Job Address: /�!i % �as� r�-1'"� Historic District: Yes ❑ No
Parcel ID: 30 Residential R1 Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration @ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of Work: Jke---al,,o _ di, Vis/ ' u t y",4 6c L az,.oa_ Iyctyi, &.G &99
Plan Review Contact Person: Uet n Title: ajww-
Phone: NLb1, a71/ 8 -MA Fax: Email: %Qi-vto•Lc,rlrt�oS
Property Owner Information
Name P / K b •ti � yes Phone: 4%Q -A• R7(/ -,f3/68
Street: &-2 '4d Resident of property?
Ci State Zi .'`
Contractor Information
Name
Street:
City, State Zip:
Fax:
State License No.:
Architect/Engineer Information
Name: R_ D -P 41C'"_ 1 Phone: yt07_ P2-8- ff/Q
Street: / � _ �.� br.Q 0 C-11 Fax:
City, St, Zip:,�n..�� �' 7SD E-mail:.A A20 De a Ar"4 A � �c�y,'%, Cpm
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.
FRC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 51a Edition (2014) Florida Building Code
Revised: lune 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.
-ZeY
Aatum /Agent Date
Pnnt Owner/Agent's ame
(-$-Zotb
Signa of Notary -State of Florida Date
" CIOwtM
ND" PU*
SMtB d Flolidai
MY COMMISSION # FF W=
Owner/Agent is Personal v;NWWN 162D18
Produced ID _X Type of ID Oc,-.rs C.,crtise
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
SignatureofNotary-State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof
Construction Type: JB Occupancy Use: 7,3 Flood Zone: K
411 SEE ATrAc.4cb
Total Sq Ft of Bldg: OWTb`t Mn. Occupancy Load: LA # of Stories: l -
New Construction: Electric - # of Amps tj 4 Plumbing - # of Fixtures ,L l"A D
Fire Sprinkler Permit: Yes ❑ No ee**'# of Heads Fire Alarm Permit: Yes ❑ No [�
Jolsc--
APPROVALS: ZONING: I - I -I s`~4_UTILITIES: WASTE WATER:
ENGINEERING: HIP— "t4_1 fP FIRE: BUILDING:
COMMENTS: Ok to demolish some existing construction, rebuild and add to a room on the south side of the residence
and add a porch. Rebuild existing living area of 409 sf, add living area of 305 sf and add covered porch at
306 sf. Meets all area and dimension regulations for the SR-1AA zoning district.
Revised: lune 30, 2015 Permit Application
OWNER BUILDER STATEMENT/AFFIDAVIT
Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford,
Seminole County, Winter Springs
Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for
homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities.
OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT
BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement)
Rev. 9.14.2009
I understand that state law requires construction to be done by a licensed contractor and have applied for
an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of
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the property listed, may act as my own contractor with certain restrictions even though I do not have a
license.
6
I understand that building permits are not required to be signed by a property owner unless he or she is
for the is hiring licensed to
responsible construction and not a contractor assume responsibility.
I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed
in his or her name instead of my own name. I also understand that a contractor is required by law to be
licensed in Florida and to list his or her license numbers on all permit and contracts.
I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I
may also build or improve a commercial building if the costs do not exceed $75,000. The building or
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residence must be for my own use or occupancy. It may not be built or substantially improved for sale or
lease. If a building or residence that I have built or substantially improved myself is sold or leased within
in l year after the construction is complete, the law will presume that I built or substantially improved it
for sale or lease, which violates this exemption.
I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise
persons working on my building or residence. It is my responsibility to ensure that the persons whom I
employ have the licenses required by law and by city ordinance.
I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an
owner -builder permit that erroneously implies that the property owner is providing his or her own labor
and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any
injuries sustained by an unlicensed person or his or her employees while working on my property. My
homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -
builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
06
I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is
not licensed to perform the work being done. Any person working on my building who Is not licensed
must work under my direct supervision and must be employed by me, which means that I must
comply with laws requiring the withholding of federal income tax and social security contributions
under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation
for the employee. I understand that my failure to follow these laws may subject me to serious financial
risk.
Rev. 9.14.2009
Property Address: A -D % OSS T ad s7�. S?� �e� t -L. 3a 7 7/- /So/
I, 1 let- n 6 rt_ I`-' C-!3 -e --ffeJ' , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
Form of Identification FL. 17r. L,,.. C (o 3a. 8 7s- SD - a /s- t
(Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
I agree that, as the party legally and financially responsible for this proposed construction activity, I will
by all applicable laws and requirements that govern owner -builders as well as employers. I also
Opabide
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understand that the construction must comply with all applicable laws, ordinances, building codes, and
zoning regulations.
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I am of aware of construction practices and I have access to the Florida Building Codes.
I understand that I may obtain more information regarding my obligations as an employer from the Internal
Revenue Service, the United States Small Business Administration, the Florida Department of Financial
Services, and the Florida Department of Revenue. I also understand that I may contact the Florida
70
Construction Industry Licensing Board at 1-850487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for
more information about licensed contractors.
I am aware of, and consent to, an owner -builder building permit applied for in my name and understand
that I am the party legally and financially responsible for the proposed construction activity at the address
listed below.
I agree to notify the building department immediately of any additions, deletions, or changes to any of.the
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information that I have provided on this disclosure or in the permit application package.
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person
who does not have a license, the Construction Industry Licensing Board, the Department of Business and
Professional Regulation and the building department may be unable to assist you with any financial loss
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that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in
civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an
individual or firm is injuied while working on your property, you may be held liable for damages. If you
obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying
whether the contractor is property licensed and the status of the contractor's workers' compensation
coverage.
Property Address: A -D % OSS T ad s7�. S?� �e� t -L. 3a 7 7/- /So/
I, 1 let- n 6 rt_ I`-' C-!3 -e --ffeJ' , do hereby state that I am qualified
and capable of performing the requested construction involved with the permit application filed and agree to the
Form of Identification FL. 17r. L,,.. C (o 3a. 8 7s- SD - a /s- t
(Must be Photo ID)
A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment
not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local
permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy
for unlicensed activity against the owner and any person performing work that requires licensure under
the permit issued.
Rev. 9.14.2009
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SCPA Parcel View: 30-19-31-504-0700-0080 Page] of2
paw Johrgpn, CPA Property Record Card
PROPEIffY Parcel: 30-19-31-504-0700-0080
APPRAISER Owner: GERDES VERNON & CARM
SEMWX -00UNITY. RLCACA Property Address: 1407 E 2ND ST SANFORD, FL 32771
Parcel: 30-19-31-504-0700-0080 I
Property Address: 1407 E 2ND ST
Owner: GERDES VERNON & CARM
Mailing: 1407 E 2ND ST
SANFORD, FL 32771
Subdivision Name: MAYFAIR
Tax District: SI-SANFORD
Exemptions:
DOR Use Code: 01 -SINGLE FAMILY
Value Summary
2016 Working
Values
2015 Certil
Values
Valuation Method
Cost/Market
Cost/Mark(
Number of Buildings
1
1
Depreciated Bldg Value
$89,745
$77,705
Depreciated EXFT Value
Taxes
Land Value (Market)
$38,481
$38,481
Land Value Ag
Just/Market Value
**
;128,226
;116,186
Portability Adj
Save Our Homes Adj
$0
$0
Amendment 1 Adj
$421
;0
Assessed Value
$127,805
$116,186
Tax Amount without SOH: $2,
2015 Tax Bill Amount $2,
Tax Estimator
Save Our Homes Savings:
' Does NOT INCLUDE Non Ad Valorem Assessments
Legal Description
LOTS 8 9 + 10 BLK 7
MAYFAIR
PB 3 PG 35
Taxes
Taxing Authority
Assessment Value
Exempt Values
Taxable Value
County General Fund
$127,805
$0
;1:
Schools
$128,226
$0
;1:
City Sanford
$127,805
$0
;1:
SJWM(Saint Johns Water Management)
$127,805
$0
;1:
County Bonds
$127,805
$0
;1:
Sales
Description
Date
Book
Page
Amount
Qualified
Vac/Imp
WARRANTY DEED
12/1/2013
08189
1174
$149,900
Yes
Improved
QUIT CLAIM DEED
PROBATE RECORDS
5/1/2003
8/1/2000
04814
03904
1563
1649
$100
$100
No
No
Improved
Improved
ADMINISTRATIVE DEED
3/1/1984
01534
0370
$100
No
Improved
http://www.scpafl.org/ParceiDetaillnfo.aspx?PID=30193150407000080 1/11/2016
Estimate for Demo and Rebuild for back area of Home
Demo
$
864.0
Grading and Concrete 20.5 yds
$
7,240.00
Block work
$
4,462.00
Electrical
$
2,618.00
Plumbing Rough -in
$
318.00
Trusses
$
2,361.00
Framing for walls and ceiling
$
4,680.00
Windows
$
6,637.00
Doors (interior and exterior)
$
3,087.00
Interior wall finish
$
2,662.00
Ceiling finish
$
3,318.00
Finish Plumbing
$
1,291.00
Soffit and roofing
$
4,142.00
Heat and Cooling with Duct
$
4,789.00
Insulation
$
496.00
Total Estimate
$
48,965.00
5% Allowance
$
2,448.00
Total Estimate and Allowance
$
51,413.00
P� O �
��a�1
City of Sanford
Planning and Development Services
Engineering — Floodplain Management
Flood Zone Determination Request Form
Name: \f c [Z 006 C:> E—Q DCS Firm: C> LUQ
Address: 14b:1 t, 1Z 2& t
City: 5 PC" F0 2 t�> State: �Zip Code: 3 Z-7 "1 1
Phone: - j1J Fax: Email: vr-q. #J6CI PIE6 ►tor-"4L,Ovl
Property Address: 146-1 E, Z u D 5i(Z t.�T
Property Owner: `%t-: Q, 300 G%5:Z D 6!-,
Parcel identification Number: 36 -101 - 3 k — Sd%C>C) - DO
Phone Number: 401-7-74 Email:
The reason for the flood plain determination is:
❑ 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 4076)
OFFICIAL USE ONLY
Flood Zone:_X Base Flood Elevation: A Datum: N IA
FIRM Panel Number: Q07J;4 00-]C> IF Map Date: S -Lf i . 2$ ZOO -7
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
® 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 'A', the best available information used to
determine the base flood elevation is:
Reviewed by: IN's t 4C C , CF" Date: 0*0. 14 i Z0 (gyp
City of Sanford
Residential Alteration / Addition / Renovation
Permit Application Guidelines
All permit application packages must be complete prior to acceptance. You must check each
box to the left or indicate n/a on this submittal. A complete application package shall include
the following:
PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS
�J /Building Permit Application completed, signed and notarized.
0�1 Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Application must include correct address and complete parcel I.D. number.
AN'
Contractor information is required to be included on the permit application (if contractor is applicant).
O #4 Applicant must include the name of the designated plan review contact person, their phone number and
either a fax number or email address on the Building Permit Application form.
DON Copy of the contractor's license issued by the State of Florida (if contractor is applicant).
D Nh A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
DNE} Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
l Completed and signed Owner Builder Statement / Affidavit (if owner is applicant).
Two (2) copies of all applicable plans and related documentation
Hand -drawn submittals must be submitted on plain white paper and include accurate dimensions, all
details that apply to the project, and must be legible.
** Please see the following pages for construction document submittal guidelines **
Revised: April 2015 Page I of 5 Residential Alter/Add Permit Application Checklist
THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING,
AS APPLICABLE:
SITE PLAN / PLOT PLAN
O Must indicate the location of the proposed addition.
O Two (2) copies are required
BUILDING PLAN — Structural
** If any elements of the addition, alteration or renovation involve altering the structure or any structural
elements, the following information must be included and must be signed and sealed by a registered design
professional.
* * * Any alteration or change to an exterior wall is considered structural and requires signed and sealed
engineered plans.
D Two (2) copies of construction documents are required.
O Construction documents shall indicate code edition being applied
O Construction type
D Plans to minimum 1/8" scale
O Designer information: name, address, registration #, seal and signature on all signed/sealed pages
O Page size minimum 22" x 34"
• All pages numbered and labeled
O Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed
for risk category II buildings (residential)
O Ultimate design wind speed (Vult)
O Nominal design wind speed (Vasd)
O Risk category
O Exposure category
El Enclosure classification
O Internal pressure coefficient
O Component and cladding design wind pressures in terms of psf
D Structural Calculations, if necessary
FLOOR PLAN — ALL PERMITS (STRUCTURAL/NON-STRUCTURAL)
O Floor plan must include a layout of the entire home
D An existing floor plan and a proposed floor plan must be provided, indicating any structural/non-
structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details.
O Must indicate the area that will be altered/renovated
O Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.)
O Must be legible and to minimum 1/8" scale
O Include all applicable span lengths and dimensions, including porches
Revised: April 2015 Page 2 of 5 Residential Alter/Add Permit Application Checklist
ELEVATION (if applicable)
O Attic ventilation
O Roof pitch
O Roofing material
O Exterior finish/stucco thickness
O Height/bearing elevations
D Window and door opening locations
O Chimney location/height
ENERGY CALCULATIONS
O Required for
• Additions / Removing existing insulation and adding new insulation
• Converting unconditioned space to conditioned space.
D Form 402 or Form 405
FOUNDATION / SLAB
O Foundation plan
D Filled cells with reinforcement locations
O Footer denotation/details
O Footers minimum 12" below grade
O Interior bearing walls/pads
D Porch pads/footers
O Brick ledge detail
D Slab thickness/steel/fiber mesh
D Vapor barrier/termite treatment type
O Reinforcing steel over lap
• Relieving arch steel at pipe penetrations
O All wood minimum 6" above grade
O Crawl space ventilation
ELECTRICAL (if applicable)
**Please note: any renovation, alteration or addition will require the entire home to be updated with
smoke detectors, located as required for new construction per FBCR R314
** Level I Alterations will require 10 year, non -removable battery smoke detectors.
O Electrical existing floor plan and proposed floor plan for the work area.
• Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect.
O Service riser diagram (for new service, service rebuilds or upgrades to service size)
• Bonding/Grounding
O Electrical load calculations
• Re -wire of 50% or more of home
• Additions, required on existing home to verify service size is sufficient'
O GFCI protection
O AFCI protection
O Tamper resistant outlets
O Smoke/CO alarm locations
Revised: April 2015 Page 3 of 5 Residential Atter/Add Permit Application Checklist
MECHANICAL (if applicable
0 Equipment location
• Anchorage for condenser, engineered to meet wind loads
• Protection in garage locations
• Clearances at equipment
• Structural detail for air handler in attic
O Room ventilation
• Adding or modifying ductwork requires a duct layout.
• Duct layout must include a floor plan and indicate the duct sizes, R -value, register sizes
O Exhaust
• Bath exhausts size and termination
• Dryer exhaust discharge/make up air
D Energy calculations with equipment sizing calculations for new HVAC installations
PLUMBING (if applicable)
O Plumbing drain, waste and vent schematic for new plumbing installations
O Bathroom or Kitchen existing floor plan and proposed floor plan.
FUEL GAS (if applicable)
O BTUs each outlet and total BTUs
O Pipe type and total length
D LP regulator and model type
O Combustion air vents
O Location of equipment
O Venting
O Gas Type
O Gas Pressure
D Gas piping riser
ROOF TRUSS LAY OUT (for new engineered trusses)
O Truss I. D. #s
• Layout, required on plans and a copy included with truss package
• Signed/Sealed truss engineering package
D Strapping/fasteners/truss tie -downs
DETAIL SHEETS OR NOTES
O Footings
O Beam to wall and/or post attachments
O Post/column and beam construction
O Interior bearing walls
O Stairs section
O Chimney construction
O Dormer construction
O Floor framing
O Entry construction
O Arched windows
O Bay windows
O Frame to block connections
O Knee wall construction
O Sky light framing
O Top plate splicing requirements
Revised: April 2015 Page 4 of 5
Residential Alter/Add Permit Application Checklist
i
D Steel requirements (footer, lintel, vertical pour)
• Grade
• Over lap
D Veneer ` -- )
D Shear wall locations and construction
• Connectors
• Fasteners
O Roof sheathing & diaphragms
• Fasteners
• Blocking
O Wall and gable sheathing fastening
• Gable end, frame and block, vaulted and flat
O Conventionally framed roof members
O Glass block
O Header schedule, including strapping/anchorage and frame supports (bearing walls)
D Bearing/non-bearing wall detail
D Typical wall section detail, one and two story, block and frame, for all scenarios
• Connectors
• Anchorage bolts
• Materials and assembly
MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS
O Roofing components
• Underlayment
• Shingles /Tile / TPO /Rolled
• Off -ridge vents
O Window and mullion installation instructions
D Garage door, sliding glass door and swing door installation instructions
O Siding installation instructions
O Soffit installation instructions
O Glass block installation instructions
O Engineered lumber products installation instructions
PRODUCT APPROVAL
D Completed Sanford Product Approval specification sheet
D Florida Product Approval can be located at www.floridabuilding.org.
O Product Approval must be approved under the current code edition
• FS 553.842, FAC 61 G20-3
These guidelines were compiled to assist the applicant in preparing a residential alteration / addition /
renovation permit application submittal and may not be complete. The applicant is required to meet all city of
Sanford, state, and federal requirements.
Revised: April 2015 Page 5 of 5 Residential Alter/Add Permit Application Checklist
Revision ❑ _ / EC E IV
Response to Comments
MAY 2 6 2016
BY.
Permit #
Project Address: Ilk C,
Contact:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date 201 4P , OS .05
Ph: J02
274 52o Fax:
Email: b/2%1�I1��dG S �L�KTMOIZ.Wll
Trades encompassed in revision:
`®Building
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
General description of revision:
ROUTING INFORMATION
Department Approvals
❑ Utilities
❑ Waste Water
❑ Planning
❑ Engineering
❑ Fire Prevention
0 Building �' I -t(.
t E V E 1VE
Revision ❑ City of Sanford
Response to Comments MAY - 2 2016 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
BY: 3 Email: building@sanfordfl.gov
Permit # %lo - 2 at,,, Submittal Date
Project Address: Z�Zo7 02--N4 aKJ S4
Contact:
Ph: 1/ 0;?- gn- Fax:
Email: I�P /�hur. C����o� 4P L4 mto,�
Trades encompassed in revision: General description of revision:
�. Building / 9A^g.,�r,Pm/pis �/v�.,� ir�S�iwr�.�� k- V'14 d 1.?lf.�"
w4vWS
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
ROUTING INFORMATION
Approvals
SF G -1-1c
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
0
Building
ROUTING INFORMATION
Approvals
SF G -1-1c
�
To: Steve Fiorey MAY - 2 1016
BY. -
I am out of town this month on work so that is the reason I have mailed this in. This
should fulfill the request on Item 3. To clarify the window mentioned as fixed is a casement
for egress reasons. So I have included the Double hung and Casement Instructions.
Thank You,
Vernon Gerdes
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DMSION
300 N. PARK AVENUE
SANFORD,r FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-226
Date: April 18, 2016
Contact Person: Vernon Gerdes
Contact Fax Number:
Contact E-mail Address: vernonyerdes(a,hotmail.com
Project Description: Residential Alteration / Addition
Job Address: 1407 East 2nd Street
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of
Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved.
Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents
that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected
plan sheets and/or supplemental information as requested.
31 Plan Review — Complete Review (New Comments)
1. Plan sheet A3.1 calls out details on Sheet A6.2. Sheet A6.2 doesn't exist. Please clarify and revise.
FBC 107
2. Plan sheet A1.1 shows a continuous interior bearing wall footer and Roof Truss A01 is 3 -point bearing (middle point
bearing on the interior bearing wall). The plan pages indicate the shower being located in the middle of this wall. Please
revise and clarify on the plans how this will be accomplished.
FBC 107
3. The product approval package is missing Florida Product Approval and manufacturer installation instructions for the
double -hung windows and the fixed window (located on the rear wall). The only product approval submitted for windows
is for the window mullions. Please submit two copies of Florida Product Approval and installation instructions for the
double -hung and fixed windows.
FBC 107
4. Please provide details on the signed and sealed plans for the screen inserts — attachments, aluminum framing sizes, etc.
FBC 107
"Please note: Any single plan pages submitted as answer to comments are required to be inserted into the full set of plans
by the permit applicant at the time answer to comments are submitted.
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted
codes or municipal ordinances of this jurisdiction.
Respectfully,
Steve Fiorey
Residential Plans Examiner
0 1 �, 1�,
Revision ❑ JEC E IVE ... City of Sanford
Response to Commen APR Building & Fire Prevention Division
5 2016 Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
BY '
Permit # / o? ON Submittal Date
Project Address: 14 v 7 C S,
Contact: ��v(
Ph: Fax:
Email:�C ,[��,� � CON& 1 &�%
Trades encompassed in revision:
❑
Building
❑
Plumbing
❑
Electrical
❑
Mechanical
❑
Life Safety
❑
Waste Water
General description of revision:
ROUTING INFORMATION
Approvals
'-t it -it, Co)(w1ems
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
0
Building
General description of revision:
ROUTING INFORMATION
Approvals
'-t it -it, Co)(w1ems
Revision D
City of Sanford
Response to Comments 21 MAR 16 2016 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # flo--Z Z (o Submittal Date 3•-/7- 20/[0
Project Address: IVO 7 9 LQ n� �'•, �o�
99�
Contact: f- n 6 l .
Ph: ib3k, 11.7y- ('3 jo a Fax:
Email: On J; or-doS ® 4),w P, %COQ
Trades encompassed in revision: General descriptionofrevision:
-A4-- cop,oS 0� 5,-4v� A&rwa/ sleel-
�. Building Coa,,os :5; FL A=al b. ms 4^or_4,,c'.0
❑ Plumbing
❑ Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
ROUTING INFORMATION
Department Approvals
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
0
Building
CITY OF SANFORD
BUILDING AND FIRE PREVENTION DIVISION
300 N. PARK AVENUE
SANFORD� FLORIDA 32772
PHONE: 407.688.5150
FAx: 407.688.5152
PLAN REVIEW COMMENTS
Application Number: 16-226
Date: March 16, 2016
Contact Person: Vernon Gerdes
Contact Fax Number:
Contact E-mail Address: vernongerdes(-,hotmail.com
Project Description: Residential Alteration / Addition
Job Address: 1407 East 2nd Street
The following is a list of the areas of the submitted plans that contained violations of the codes adopted by the City of
Sanford and enforced by the Building Division. The violations noted must be addressed before the plans can be approved.
Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents
that require an Architect or Engineer's seal must be submitted with the appropriate seal. Provide two copies of affected
plan sheets and/or supplemental information as requested.
2"d Plan Review
The following comments from the original review have not been properly addressed as noted in the second review:
ORIGINAL COMMENT:
1. Every code reference on the plans references the 2004 FBC. Please revise all code references on the plans to indicate
the current version of the code — 2014 FBC.
FBC 107
2nd Review Comment
This comment has not been answered in full. Almost every page of the plans references the 2004 FBC. Also, there are
code references that are either incorrect or don't exist, as they are based off of the 2004 code. For example Sheet Al.]
references 2004 code FBCR R320.8.1. That code section doesn't exist in the 2014 code. Every page of the plans needs to
be reviewed and any 2004 code references need to be revised to comply with the current 2014 FBC. In addition, any
tested standards such as the ASTM rebar standards need to be updated (as shown on multiple sheets).
ORIGINAL COMMENT:
4. Please submit two (2) copies of a Sanford Product Approval Specification Sheet.
FBC 107, Submittal Guidelines
2nd Review Comment
This comment has not been answered.
ORIGINAL COMMENT:
5. Please submit two (2) copies of Florida Product Approval and-manufacturer installation instructions for the following .
items: windows, exterior doors, soffit, roof underlayment, shingles
FBC 107, Submittal Guidelines
2"d Review Comment
This comment has not been answered.
ORIGINAL COMMENT:
11. Please provided footer detail indicating the size, type and depth on the foundation page for clarification.
FBC 107, Submittal Guidelines
2ND Review Comment
This comment has not been answered. Sheet Al. I notes the footer size for the interior bearing wall footer while Sheet
A6.1 shows an exterioi'wall detail with a different sized footer. For clarification purposes, please provide a footer detail
for each footer on the foundation page indicating the size, type and depth and the location of each footer on the foundation
plan. ,
** Based on all of the inconsistent information and the numerous 2004 FBC code references, this is an INCOMPLETE
REVIEW.
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted
codes or municipal ordinances of this jurisdiction.
Respectfully,
Steve Fiorey
Residential Plans Examiner
-2-
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Revision O City of Sanford
Response to Comments O } MAS 0.1 2016 Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Permit # Submittal Date 3 /- zol to
Project Address:
Contact: Ile i`n_ tm . L J-0,
Kd
Ph:
h;1,
a
Fax: _
Plumbing
®
Email:
®
Mechanical
®
Trades encompassed in revision:
99
Building
&
Plumbing
®
Electrical
®
Mechanical
®
Life Safety
❑
Waste Water
General description of revision:
ROUTING INFORMATION
Department Approvals
a -
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
0 Building 3ht, A0
DATE: 1/26/16 PLAN REVIEW CORRECTIONS REPORT PAGE 1
CITY OF SANFORD
P.O. BOX 1788
SANFORD FL 327721788
------------------------------------------------------------------------------
APPLICATION NBR . . . 16-00000226
ADDRESS . . . . . . . 1407 E 2ND ST
APPLICATION DATE 1/11/16
APPLICATION TYPE ADDITIONS - RESIDENTIALS
------------------------------------------------------------------------------
OWNER GERDES, P VERNON
1707 E 2ND DT TRUSTEES
1407 E 2ND STREET
SANFORD FL 32771
CONTRACTOR . . . . . .
----------------------------------
AGENCY NAME: BUILDING PLAN REVIEW
DATE ACTION ACTION BY
------------------------------------------------------------------------------
1/26/141BC.
RRECTIONS REQUESTED FIOREY, STEVE
Every code reference on the plans references the 2004
Please revise all code references on the plans to
indicate the current version of the code 2014 FBC.
FBC 107 4,1.
2. The Index of Drawings is not correct many pages are
missing as well as the page descriptions are incorrect.
Please revise and include all necessary pages.
FBC 107
J3. Please submit two (2) copies of a DWV (drain, waste and
vent) plumbing riser diagram.
J FBC 107, Submittal Guidelines
Q-proval
Please submit two (2) copies of a Sanford Product
Specification Sheet.
BC 107, Submittal Guidelines
t(�)Please submit two (2) copies of Florida Product Approval
d manufacturer installation instructions for the following
items: windows, exterior doors, soffit, roof underlayment,
shingles
FBC 107, Submittal Guidelines
J6. Please submit two (2) copies of signed and sealed Truss
Engineering, including a truss layout from the truss
engineer.
FBC 107, Submittal Guidelines
7. Sheet A5.1 indicates the roof trusses as floor
trusses. Please revise. All,e 69IAS ((tog
FBC 107
8. The truss layout on the plans must match the truss layout
provided by the truss engineer, indicating all truss ID s
DATE: 1/26/16 PLAN REVIEW CORRECTIONS REPORT PAGE 2
CITY OF SANFORD
P.O. BOX 1788
SANFORD FL 327721788
------------------------------------------------------------------------------
APPLICATION NBR . . . 16-00000226
----------------------------------
AGENCY NAME: BUILDING PLAN REVIEW
DATE ACTION ACTION BY
------------------------------------------------------------------------------
1/26/16 CORRECTIONS REQUESTED FIOREY, STEVE
for clarification.
FBC 107, Submittal Guidelines
1 9. The plans indicate the insulation in the ceiling space to
be R-26.4. 2014 Florida Energy Conservation Code section
R402.2.2 requires minimum R-30 insulation. Please revise as
necessary.
FBC 107
10. Please provide descriptions on the wall details such as
wall insulation required. Also the wall detail appears to
depict a plate and anchor bolts on the top of the CMU wall.
Please describe.
FBC 107
Qdd
Please provide a footer detail indicating the size, type
depth on the foundation page for clarification.
FBC 107, Submittal Guidelines
Z ryAt3 0r 4•MAje5 A' /• I /
12. Please provide a detail
tie in to the existing slab.
FBC 107
showing how the new slab will
13. Please provide a detail showing how the new CMU walls
will tie in to the existing CMU walls.
FBC 107
/14. Please label all required GFCI s on the electrical plan
for clarification. Also any exterior GFCI s require weather
protection and must be indicated on the electrical plan.
FBC 107, Submittal Guidelines
/15. Please provide a note on the electrical plan that
arc -fault protection is required. See FBCR E3902.12 for
required locations.
FBC 107, Submittal Guidelines
J16. Please provide a note on the electrical plan that all
new receptacles will be tamper-resistant. See FBCR E4002.14
for requirements. J
FBC 107, Submittal Guidelines /
17. Please indicate the required smoke detectors and carbon
monoxide detectors on the electrical page of the plans. See
FBCR R314 and R315 for required locations.
FBC 107, Submittal Guidelines
DATE: 1/26/16 PLAN REVIEW CORRECTIONS REPORT PAGE 3
• CITY OF SANFORD
P.O. BOX 1788
SANFORD FL 327721788
------------------------------------------------------------------------------
APPLICATION NBR . . . 16-00000226
------------------------------------------------------------------------------
AGENCY NAME: BUILDING PLAN REVIEW
DATE ACTION ACTION BY
------------------------------------------------------------------------------
1/26/16 CORRECTIONS REQUESTED FIOREY, STEVE
J18. Please include a note on the electrical plans that the
exiting part of the house is required to be equipped with
smoke detectors, located as required for new construction,
in accordance with FBCR R314.3.1
/FBC 107, Submittal Guidelines
1 19. Please provide a note on the plans that the smoke
detectors and carbon monoxide detectors will be hard -wired
and interconnected, as required by FBCR R314.5
FBC 107, Submittal Guidelines
/ 20. Please provide the duct sizes and register sizes on the
HVAC plan.
FBC 107, Submittal Guidelines
** Based on all of the missing and inconsistent information,
this is an INCOMPLETE REVIEW. **
J
THISIN MENTPREPAREDBY: """' ••'1' ■111rs milli 1111111 1111111111111
Name` (� ;4afiYA1+�:; 17oi;SE► ";thIINOLE COUNT`!
Address. C-ERK OF CIRCUIT r-OURT 1, C9hPTROLLER
CK 3619 P3 604
CLERK'S : 21116006839
NOTICE OF COMMENCEMENT RE^.ORDER 0!/21/2Q16 10:2? fir
!.E%1ORDTNr, HES $10.00
State of Florida RECORD=i; ";'d3v0;
%9�1[tll[PTIQN
nty of Seminole)I cc'�
tNumber. ( l Cl- Parcel Parcel ID Number, 30-/9-3/-set/-07a0-oaPO
ndersigned hereby gives notice that Improvement will be made to certain real property, and In accordance with
er 713, Florida Stabiles, the following Information Is provided In this Notice of Commencement.
OF PROPERTY: (Legal description of)be property and street address If available)
OF IMPROVEMENT:
OWNER INF R MATION:
Name:
Address:
Fee Simple Title Ho"r other then owner) Name:
Address: V
Persons within the State of FloFgnated by Owner upon whom notice or other documents may be served
as provided by Sectlon 71a.1s(1 dda Statutes.
Name:
Address:
In addition to himself, Owner Designates of
To receive a copy of the Uenoes Notice as Provided In
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commenceme plradon date Is 1 year from date of recording unless a
different date Is spectiled)
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 1, SECTION 713.13,
FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A
NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY
BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penaltles of perjury, I declare that I have read the foregoing and that the facts stated In K are true
to the a my wl e a d belief.
allmbr%
t� pS
omws Prds0 Nmms
Florida Statute 713.13(txal:' The ower must sip the rodce of commencemern ant no ane else may be pemdG 1 to sW h Ns of her stead.'
State of �o� . a County of Set^. sole_
The foregoing Instrument was acknowledged before no this �_ day of
aAumik
n a
by k1 ftlAoA (T-Cril e S . Who Is personally known to me ❑
Named person m0ft elatemam
OR who has produced Identification 19 type of identification produced: r
�.
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usiness & ProfessionalRegulation
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„ Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
FL14752-R5 y7.Sz i / Z
Application Type
Revision
Code Version
2014
Application Status
Approved
AAMA/WDMA/CSA 101/I.S.2/A440
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
ASTM E1886
by the POC and/or the Commission if necessary.
Comments
set to reapply per R. Lomas's req.zb.02/16/16
Archived
1997
Product Manufacturer
Nan Ya Plastics Corporation USA
Address/Phone/Email
8989 North Loop East
AAMA/WDMA/CSA 101/I.S.2/A440
Houston, TX 77029
ASTM E1886
(713) 674-7822 Ext 105
ASTM E1886
ajen96@yahoo.com.tw
Authorized Signature RUSKIN WU
ajen96@yahoo.com.tw
Technical Representative Ruskin Wu
Address/Phone/Email 8989 North Loop East
Houston, TX 77029-1217
(713) 674-7822 Ext 105
ajen96@yahoo.com.tw
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
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/NWWDA 101/I.S.2
1997
AAMA/WDMA 101/I.S.2/NAFS
2002
AAMA/WDMA/CSA 101/I.S.2/A440
2008
AAMA/WDMA/CSA 101/I.S.2/A440
2005
ASTM E1886
2005
ASTM E1886
2002
ASTM E1996
2002
ASTM E1996
2005
ASTM E1996
2006
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 01/13/2016
Date Validated 02/17/2016
Date Pending FBC Approval
Date Approved 02/18/2016
Summary of Products
Go to Page
4) a Page 1/ 2 0 0
FL # Model, Number or Name Description
14752.1 12080 SLPS Outswing Patio Door 12080 SLPS Outswing Patio Door - Impact
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14752 R5 C CAC N1011029.01-R2.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 03/31/2020
Design Pressure: +50/-50 Installation Instructions
Other: FL14752 R5 II 08-02135B.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 5128498.odf
Created by Independent Third Party: Yes
14752.2
FIBERGLASS SKIN GLAZED DOUBLE
FIBERGLASS SKIN GLAZED DOUBLE ENTRY DOOR W/ & W/O
ENTRY DOOR W/ & W/O SIDELITES
SIDELITES - 8'0 DISTINCTION IS IMPACT
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14752 R5 C CAC NI010022-RI.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2016
Design Pressure: N/A
Installation Instructions
Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN
FL14752 R5 I1 08-00977B.Ddf
PRESSURE RATINGS.
Verified By: Luis R. Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 511538A.Ddf
Created by Independent Third Party: Yes
14752.3
FIBERGLASS SKIN OPAQUE DOUBLE
FIBERGLASS SKIN OPAQUE DOUBLE ENTRY DOOR W/ & W/O
ENTRY DOOR W/ & W/0 SIDELITES
SIDELITES - 8'0 DISTINCTION IS IMPACT
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14752 R5 C CAC N1010022-111.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2016
Design Pressure: N/A
Installation Instructions
Other: REFER TO INSTALLATION INSTRUCTIONS FOR DESIGN
FL14752 R5 II 08-00978B.Ddf
PRESSURE RATINGS.
Verified By: Luis R Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 511539B.Ddf
Created by Independent Third Party: Yes
14752.4 IN -SWING ENTRANCE DOOR
IN -SWING ENTRANCE DOOR WITH SIDELITES - SLPS
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14752 R5 C CAC N1011075.02-R2.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
04/30/2020
Design Pressure: +50/-50
Installation Instructions
Other:
FL14752 R5 If 08-01887B.Ddf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 512579C.Ddf
Created by Independent Third Party: Yes
14752.5
IN -SWING ENTRANCE DOOR
IN -SWING ENTRANCE DOOR WITH AND WITHOUT SIDELITES
- SLPS NON -IMPACT, FIBERGLASS CLAD
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +60/-60
Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM
E1300-04.
14752.6I In -swing Entrance Door with
Sidelites
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL14752 R5 C CAC N1011058.01-R2-1.odf
Quality Assurance Contract Expiration Date
04/30/2021
Installation Instructions
FL14752 R5 II 08-01889B.odf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 512581C.odf
Created by Independent Third Party: Yes
IN -SWING ENTRANCE DOOR W/SIDELITES FIBERGLASS
IMPACT GLAZED SIDE HINGED DOOR (NEUMA IMPACT)
Certification Agency Certificate
FL14752 R5 C CAC NI011075-R1.odf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL14752 R5 I1 08-015498.odf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 512195C.Ddf
Created by Independent Third Party: Yes
14752.7I In -Swing Fiberglass Clad Entrance I IN -SWING ENTRANCE DOOR W/SIDELITES FIBERGLASS IS
Door w/ and w/o Sidelites GLAZED SIDE HINGED DOOR (NEUMA NON -IMPACT)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURES. UNITS GLAZED WITH SAFETY GLASS PER ASTM
E1300-04.
14752.8 1 OUT -SWING ENTRANCE DOOR
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70/-70
Other:
14752.9 1 OUT -SWING ENTRANCE DOOR
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +70/-70
Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM
E1300-04.
Certification Agency Certificate
FL14752 RS C CAC N1011057-Rl.Ddf
Quality Assurance Contract Expiration Date
01/31/2020
Installation Instructions
FL14752 R5 lI 08-01530B.odf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 512171C.Ddf
Created by Independent Third Party: Yes
OUT -SWING ENTRANCE DOOR WITH AND WITHOUT
SIDELITES - SLPS, FIBERGLASS CLAD
Certification Agency Certificate
FL14752 R5 C CAC N1010690.02-111.udf
FL14752 R5 C CAC NI011031.01-112-1.odf
Quality Assurance Contract Expiration Date
03/31/2020
Installation Instructions
FL14752 R5 II 08-01888B.Ddf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 RS AE 512580C.Ddf
Created by Independent Third Party: Yes
OUT -SWING ENTRANCE DOOR WITH AND WITHOUT
SIDELITES - SLPS NON -IMPACT, FIBERGLASS CLAD
Certification Agency Certificate
FL14752 R5 C CAC N1011031.01-R2-l.odf
Quality Assurance Contract Expiration Date
03/31/2020
Installation Instructions
FL14752 R5 II 08-01891B.Ddf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 512583C.Ddf
Created by Independent Third Party: Yes
114752.10 I Out -Swing Entrance Door with and 16'11
OUT -SWING ENTRANCE DOOR W/SIDELTTES, FIBERGLASS
without Sidelites GLAZED SIDE HINGE DOOR (NEUMA NON -IMPACT OS 12'0 X
GLAZED, 4 PANEL)
Limits of Use
Approved for use In HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +70/-70
Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM
Certification Agency Certificate
FL14752 R5 C CAC N1011074-RI.Ddf
Quality Assurance Contract Expiration Date
04/30/2020
Installation Instructions
FL14752 R5 11 08-01550B.odf
E1300-04. Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 RS AE 512196C.Ddf
Created by Independent Third Party: Yes
14752.11
OUT -SWING ENTRANCE DOOR WITH
SIDELITES
OUT -SWING ENTRANCE DOOR W/SIDELIfES, FIBERGLASS
DOUBLE DOOR W/SIDELITES (NEUMA NON -IMPACT OS
12'0"x6'11", GLAZED, 4 PANEL)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL14752 R5 C CAC N1011031-R1.Ddf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
03/31/2020
Design Pressure: +70/-70
Installation Instructions
Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM
FL14752 R5 II 08-01532C .Ddf
E1300-04.
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 512173D.Ddf
Created by Independent Third Party: Yes
14752.12 I WGLAZED
�S1DELITES PATIO DOOR OUT -SWING PATIO DOOR I GLAZEDD DOORS (NEUMA I NON -IMPACT OS DELITES, FIBERGLASS 2'0 X 0
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14752 RS C CAC NI011076.01-R1.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +70/-70 Installation Instructions
Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM FL14752 R5 II 08-01551B.odf
E1300-04. Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 512197C.Ddf
Created by Independent Third Party: Yes
14752.13I Outswing Entrance Door w/ & w/out I Outswing Entrance Door w/ & w/out Sidelites - Fiberglass
Sidelites double door w/sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14752 R5 C CAC N1011687-R4.Ddf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 01/31/2020
Design Pressure: +50/-50 Installation Instructions
Other: FL14752 R5 11 08-023138 .Ddf
Verified By: Luis Roberto Lomas 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 RS AE 513070B.Ddf
Created by Independent Third Party: Yes
14752.14I Series " 9'0" x 8'0" Fiberglass I/S I SERIES 9'0" X 8'0" FIBERGLASS I/S GLAZED DOUBLE DOOR
Glazed Double Door" (NEUMA IMPACT INSWING - 9'0" X 8'0" , GLAZED, 3 PANEL,
DP50)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14752 R5 C CAC NI006487A-R7.Ddf
Approved for use outside HVHZ: Yes FL14752 R5 C CAC N1006487-R5.Ddf
Impact Resistant: Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 02/28/2018
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Installation Instructions
PRESSURES. FL14752 R5 11 08-01165B.Ddf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 511736C.Ddf
Created by Independent Third Party: Yes
14752.15 I Series " 9'0" x 8'0" Fiberglass O/SI SERIES 9'0" X 8'0" FIBERGLASS OUT -SWING GLAZED DOUBLE
Glazed Double Door" DOOR (NEUMA IMPACT OUTSWING - 9'0" X 8'0" GLAZED, 3
PANEL DP50)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other:
Certification Agency Certificate
FL14752 R5 C CAC N1006486A-R4.odf
FL14752 R5 C CAC NI006486-R4.Ddf
Quality Assurance Contract Expiration Date
02/28/2018
Installation Instructions
FL14752 RS II 08-01166C.Ddf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
14752.16I Series "Distinction Door" I/S
Fiberglass Clad Entry Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +30/-30
Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM
E1300-04.
14752.17I Series "Distinction Door" O/S
Fiberglass Clad Entry Door
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +70/-70
Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM
E1300-04.
FL14752 RS AE 511737Ddf
Created by Independent D h d Party: Yes
SERIES DISTINCTION DOOR IN -SWING FIBERGLASS CLAD
ENTRY DOOR (NEUMA NON -IMPACT INSWING - 12'0" X 8'0" ,
GLAZED, 4 PANEL)
Certification Agency Certificate
FL14752 R5 C CAC N1006629A-113.odf
Quality Assurance Contract Expiration Date
06/30/2018
Installation Instructions
FL14752 R5 If 08-00768C .odf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 RS AE 511303C.Ddf
Created by Independent Third Party: Yes
SERIES DISTINCTION DOOR OUT -SWING FIBERGLASS CLAD
ENTRY DOOR (NEUMA NON -IMPACT OUTSWING - 12'0" X 8'0"
, GLAZED, 4 PANEL)
Certification Agency Certificate
FL14752 R5 C CAC N1006629-R3.odf
Quality Assurance Contract Expiration Date
06/30/2018
Installation Instructions
FL14752 R5 II 08-00769D .Ddf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 511304D .Ddf
Created by Independent Third Party: Yes
14752.18I Series "Nan Ya" 8' I/S Hinged 3/4 I SERIES NAN YA FIN -SWING HINGED 3/4 LITE FIBERGLASS
Lite Fiberglass Patio Door PATIO DOOR (NEUMA IMPACT INSWING - 9'0" X 8-0", 3/4
GLAZED, 3 PANEL)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURES.
Certification Agency Certificate
FL14752 R5 C CAC N1009842-R3.odf
Quality Assurance Contract Expiration Date
04/30/2017
Installation Instructions
FL14752 R5 II 08-00766D.odf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 511301D.Ddf
Created by Independent Third Party: Yes
14752.19 Series "Nan Ya" 8'0/S Hinged 3/4 SERIES NAN YA 8' OUT -SWING HINGED 3/4 LITE FIBERGLASS
Lite Fiberglass Patio Door PATIO DOOR (NEUMA NON -IMPACT OUTSWING - 9'0" X 8'0"
13/4 GLAZED, 3 PANEL DP50)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +50/-50
Other: UNITS GLAZED WITH SAFETY GLASS PER ASTM
E1300-04.
Certification Agency Certificate
FL14752 R5 C CAC N1009842A-R3.odf
Quality Assurance Contract Expiration Date
01/31/2017
Installation Instructions
FL14752 R5 II 08-00767E.odf
Verified By: Luis R. Lomas, P.E. 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 511302D.odf
Created by Independent Third Party: Yes
14752.20I Series "Neuma Classic" I/S & O/S I NEUMA CLASSIC INSWING/OUTSWING CENTER HINGED - 6'0"
Center Hinged Patio Door X 6'11" , GLAZED, 2 PANEL
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: REFER TO APPROVAL DOCUMENT FOR DESIGN
PRESSURES. UNITS GLAZED WITH SAFETY GLASS PER ASTM
E1300-04.
Certification Agency Certificate
FL14752 R5 C CAC N109950B-114.odf
Quality Assurance Contract Expiration Date
06/30/2017
Installation Instructions
FL14752 R5 II 08-00872C.Ddf
Verified By: Luis Roberto Lomas, RE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL14752 R5 AE 511419E.odf
Created by Independent Third Party: Yes
Go to Page 0 10 0 Page 1/ 2 0 0
3;
M
PA
HE
95 1/2"
MAX
FRAME
HEI IGHT
L
143 1/4" MAXIMUM FRAME WIDTH
36 5/8-
105 7/8" MAX
21'�----{ 34 1/2" MAX SIDELITE
D.L.O. I I PANEL WIDTH WIDTH
OUT -SWING PATIO DOUBLE DOOR W/SIDELITES
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t70PSF NONE
REVMDNS
DESCRIPTION DATE APPROVED
ADDED EDGE DISTANCES 11/05/14 R.L.
REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L
NOTES:
SHEET NO.
1.
THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
ELEVATION AND NOTES
3, 4
REQUIREMENTS OF THE FLORIDA BUILDING CODE
5 - 9
2.
WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
F79"
3.
1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD
4.
5.
UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 5 FOR GLASS DETAILS.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
6.
FRAME JAMB AND HEAD MATERIAL CO -EXTRUDED PVC FOAM 1 1/2' THICK.
41 1/2"
7.
FRAME SILL MATERIAL- CO -EXTRUDED PVC FOAM 2' THICK WITH ALUMINUM CLADDING 063"
THICK.
8
DOOR PANEL AND SIDELITE MATERIAL: .075' THICK FIBERGLASS SKIN WITH PVC FOAM TOP
AND BOTTOM RAILS, AND PVC FOAM VERTICAL STILES WITH PINE REINFORCEMENTS AND
POLYURETHANE FOAM CORE.
9.
APPROVED CONFIGURATIONS. 0. X. OX, X0, XX. OXO, XXO. OXX AND OXXO. SEE SHEET 2
MAX
D L.O.
10.
HINGES LOCATED AT 9". 34 1/2', 60" AND 85 5/8" FROM BOTTOM OF PANEL
HEIGHT
/16'
4X
VEL
GHT
\
FIXED
11�
ACIXVE
ll
INACTIV
FIXED
OUT -SWING PATIO DOUBLE DOOR W/SIDELITES
EXTERIOR VIEW
DESIGN PRESSURE RATING IMPACT RATING
t70PSF NONE
REVMDNS
DESCRIPTION DATE APPROVED
ADDED EDGE DISTANCES 11/05/14 R.L.
REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
ELEVATION AND NOTES
DRAWN: Owc NO.
V.L. 1 08-01551
"' r NTS DATE 05/02/125NEM1 OF 9
SIGNED: 05/14/2015
0%1111111/1L
R ICIO�/'
Jice'* • yy�o,,6125
�D ; STTATT�rE OF ; ,' f
REV
"• • ''l MO'
B
NOTES:
SHEET NO.
1.
THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
ELEVATION AND NOTES
3, 4
REQUIREMENTS OF THE FLORIDA BUILDING CODE
5 - 9
2.
WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3.
1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED
DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE.
SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR
ENGINEER OF RECORD
4.
5.
UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 5 FOR GLASS DETAILS.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
6.
FRAME JAMB AND HEAD MATERIAL CO -EXTRUDED PVC FOAM 1 1/2' THICK.
41 1/2"
7.
FRAME SILL MATERIAL- CO -EXTRUDED PVC FOAM 2' THICK WITH ALUMINUM CLADDING 063"
THICK.
8
DOOR PANEL AND SIDELITE MATERIAL: .075' THICK FIBERGLASS SKIN WITH PVC FOAM TOP
AND BOTTOM RAILS, AND PVC FOAM VERTICAL STILES WITH PINE REINFORCEMENTS AND
POLYURETHANE FOAM CORE.
9.
APPROVED CONFIGURATIONS. 0. X. OX, X0, XX. OXO, XXO. OXX AND OXXO. SEE SHEET 2
10.
HINGES LOCATED AT 9". 34 1/2', 60" AND 85 5/8" FROM BOTTOM OF PANEL
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
ELEVATION AND NOTES
DRAWN: Owc NO.
V.L. 1 08-01551
"' r NTS DATE 05/02/125NEM1 OF 9
SIGNED: 05/14/2015
0%1111111/1L
R ICIO�/'
Jice'* • yy�o,,6125
�D ; STTATT�rE OF ; ,' f
REV
"• • ''l MO'
B
TABLE OF CONTENTS
SHEET NO.
DESCRIPTION
1. 2
ELEVATION AND NOTES
3, 4
ANCHORING LAYOUTS
5 - 9
INSTALLATION DETAILS
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
ELEVATION AND NOTES
DRAWN: Owc NO.
V.L. 1 08-01551
"' r NTS DATE 05/02/125NEM1 OF 9
SIGNED: 05/14/2015
0%1111111/1L
R ICIO�/'
Jice'* • yy�o,,6125
�D ; STTATT�rE OF ; ,' f
REV
"• • ''l MO'
B
95
95
108 9/16'
105 7/8' -{ 71 5/16" i 36 5/8"
DOUBLE W/SIDELITE
EXTERIOR VIEW
108 1/2"
71 1/4" i 36 5/8'
36 5/8"
I
/
�'
/
1/2"
1/2"
ACTIVE
INACTIVE
FIXED
ACTIVE
FIXED
FIXED
ACTIVE
0101
ACTIVE
DOUBLE W/SIDELITE
EXTERIOR VIEW
108 1/2"
71 1/4" i 36 5/8'
SINGLE W/SIDELITE (MULL)
EXTERIOR VIEW
NOTE:
ALL APPROVED CONFIGURATIONS ARE SHOWN AS LEFT
HAND ACTIVE. RIGHT HAND ACTIVE IS ALSO APPROVED.
36 5/8"
I
/
�'
/
1/2"
ACTIVE
INACTIVE
FIXED
ACTIVE
FIXED
SINGLE W/SIDELITE (MULL)
EXTERIOR VIEW
NOTE:
ALL APPROVED CONFIGURATIONS ARE SHOWN AS LEFT
HAND ACTIVE. RIGHT HAND ACTIVE IS ALSO APPROVED.
71 5/16"
36 5/8"
I
ACTIVE
INACTIVE
0101
e
ACTIVE
INACTIVE
FIXED
FIXED
71 5/16"
DOUBLE W/SIDELITE (MULL) DOUBLE
EXTERIOR VIEW EXTERIOR VIEW
71 t/4
ILFIXED ACTIVE
SINGLE W/SIDELITE
EXTERIOR VIEW
REVISIONS
ocscmne"DA1E I APPROvm
ADDED EDGE DISTANCES 11/05/14 R.L.
REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.I.
73 7/8-
36 5/8" } 36 5/8"
36 5/8"
I
ACTIVE
INACTIVE
DOUBLE W/SIDELITE (MULL) DOUBLE
EXTERIOR VIEW EXTERIOR VIEW
71 t/4
ILFIXED ACTIVE
SINGLE W/SIDELITE
EXTERIOR VIEW
REVISIONS
ocscmne"DA1E I APPROvm
ADDED EDGE DISTANCES 11/05/14 R.L.
REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.I.
73 7/8-
36 5/8" } 36 5/8"
36 5/8"
I
ACTIV
FIXED
ACTIVE
SINGLE W/SIDELITE (MULL)
SINGLE
EXTERIOR VIEW
EXTERIOR VIEW
SIGNED: 05/14/2015
NAN
YA PLASTICS CORP. USA
����s Lo 1//
89HOUSTON89 HTX 77029ST
\�`"-GENs, 9J'���
OUTSWING PATIO DOOR W/ SIDELITES*•
D 5 *=
FIBERGLASS GLAZED
_�
APPROVED ELEVATIONS
�`
�0rdhvw
—, TAT Of
DPAWN
owc No. REV
%D'�Fs;°(OR10P;
08-01551 8
//' jZ ONA'1E�\\\
Is' NTS
a1c 05/02/12 2 Of 9
5' _
MAX
4"
L
rr MAX4"
J�
6"
MAX
ANCHORING LAYOUT
_ 5"
MAX 4'
F MAX
22"
MAX
O.0
6'
MAX
REMONS
DE"PLWN DATE APPROVED
ADDED EDGE DISTANCES 11/05/14 R.L.
REVISED SIDEUTE INSTALLATION DETAILS I 05/14/15 1 R.I.
ANCHORING NOTES:
1) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER
OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
2) FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16' TAPCON OF
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT
INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ANCHORING
LAYOUT AND INSTALLATION DETAILS
3) FOR ANCHORING INTO 2X BUCK OR WOOD FRAMING USE #10 WOOD
SCREW OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN
ANCHORING LAYOUT AND INSTALLATION DETAILS.
4) ALL FASTENERS TO BE CORROSION RESISTANT.
5) 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 BELOW:
A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=042
B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N.
TYPE 1 (OR GREATER).
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
ANCHORING LAYOUT
V.L. 1 08-01551
WALE NTS la" 05/02/12 ISHW3 OF 9
SIGNED: 05/14/2015
5"
MA)
4 I� I
�6 �I F— 1 5 -1it 5 —i� —i h— 6'
5" 5"
ANCHORING LAYOUT FOR OXO, XXO AND OXX
I- 34 O�/8" --I r 4' k
4"
22'
MAX. O.C.
L
16-
-- -
--1 F-- 6'
ANCHORING LAYOUT FOR XX OX AND XO
MA)
F—
34 5/8--
4-8_
�— 2 1/;
r 4"
3- 6
Blr4
5"
4
_
}-
-
t2•19•
O.C.
MAX. O.0
19"
MAX. 0 C.
–
–
6- 5"
5" 5"
9
REW53ONS
REV oMMpnoN DATE APPRVVM
A ADDED EDGE DISTANCES 11/05/1♦ R.L.
t• B REVISED SIDEUTE INSTALLATION DETAILS 05/14/t5 R.L
6'
'
ANCHORING LAYOUT FOR OXO, XXO AND OXX (MULL)
s' 2 1/2"
4" 5-
6' S" 6'
9'
ANCHORING LAYOUT FOR OX AND XO (MULL)
s- —
22'
MAX. 0 C.
I
—5-
4�-
I
6' —i F— —i I-- 6-
ANCHORING LAYOUT FOR X
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
ANCHORING LAYOUTS
CUM' owc No.
V.L. 08-01551
WALENTS D/7E 05/02/12 1 S"W4 OF 9
SIGNED: 05/14/2015
\\\\\\5 R I IC O
\�GENS41 -4p
* • 0 625.
p ; STTM OF ;
i���FSS/ONA j1�aG`\\�
T—
3- 6
12•
O.C.
19-
MAX. 0 C.
19'
AAX. O.C.
6' S" 6'
9'
ANCHORING LAYOUT FOR OX AND XO (MULL)
s- —
22'
MAX. 0 C.
I
—5-
4�-
I
6' —i F— —i I-- 6-
ANCHORING LAYOUT FOR X
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
ANCHORING LAYOUTS
CUM' owc No.
V.L. 08-01551
WALENTS D/7E 05/02/12 1 S"W4 OF 9
SIGNED: 05/14/2015
\\\\\\5 R I IC O
\�GENS41 -4p
* • 0 625.
p ; STTM OF ;
i���FSS/ONA j1�aG`\\�
INTI
KEEPER
AMC rILAI/
89 x 7/8"
SCREW
EXTERIOR
HEAD KEEPER DETAIL
INTERIORFRAME SILL ^ p9 x 7/8"
/ SCREW
KEEPER —
11/18'
1/8" TEMP I—{ 1/8" TEMP
EXTERIOR I I INTERIOR
STAINLESS
STEEL
SPACER
SYSTEM1 /2" BITE
DOW 995
SILICONE N//
#10 x 2-
# 10
"#10 x 7/8"
EXTERIOR #10 x 2'
SILL KEEPER DETAIL #10 x 7/8"
5 7/8'
OUTSWING DOORSILL DETAIL
GLAZING DETAIL
C� Ta
GLAZING BEAD
#10 x 2"
SMS
STAINLESS
STEEL
CONNECTION
PLATE
HINGE INSTALLATION DETAIL
(8) g1ox1'
SQUARE DRIVE
SCREWS
HARDWARE SCHEDULE
A. (3) 4" BUTT HINGE
B. 3 POINT LOCK SYSTEM (ACTIVE PANEL)
C. RIGID PVC ASTRAGAL WITH ALUMINUM REINFORCEMENT
RMSIONS
REV DESCRiPMN DATE APPROVED
A FREMSED
ED EDGE DISTANCES 11/05/14 R.L.
B SIDEUTE INSTALLATION DETAILS 05/14/15 R.L
ALUMINUM MULLION MULLION COVER
J10 x 1 1/2'
SCREW
LEFT FRAME
# 10X2-1/2"
SQUARE DRIVE
SCREWS
SEE SHEET 3
FOR LOCATIONS
RIGHT FRAME
FRAME CONNECTION DETAIL
SIGNED: 05/14/2015
NAN YA PLASTICS CORP. USA
8989 NORTH
77
`\\0%%I111to/�i,/
HOUSTON, TX 29ST
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B REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L
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:::.:.: •:::::::
....
::::: .
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SHIM
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•' '
EXTERIOR �j INTERIOR
DOOR VERTICAL CROSS SECTION
MASONRY/CONCRETE INSTALLATION
3/16 TAPCON
REV DESCRIPRON
SILL TO BE SET
'
11/05/14 RL
B REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L
IN BED OF
APPROVED
1 1/4" MIN
SHIM SPACE
EMBEDMENT
SEALANT
2"
.
E
MASONRY/
NCE
•
CONCRETE
° , 4
1 1/4" MIN
BY OTHERS
UCK OPTIONAL
EXTERIOR
EMBEDMENT
°
2 1/2" MIN
EDGE DISTANCE
BY OTHERS
DOOR VERTICAL CROSS SECTION
MASONRY/CONCRETE INSTALLATION
DOOR HORIZONTAL CROSS SECTION BACKER ROD
MASONRY/CONCRETE INSTALLATION AND APPROVED
SEALANT BY OTHERS
NOTES,
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
INSTALLATION DETAILS
IDRA. o«D No
V. L. 08-01551
Sc . NTS I DATE 05/02/12 1 S'W6 OF 9
SIGNED: 05/14/2015
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A ADDED EDGE DISTANCES
11/05/14 RL
B REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.L
1/4" MAX
1 1/4" MIN
SHIM SPACE
EMBEDMENT
•a.
2"
.
E
NCE
INTERIOR
E
" TAPCON
UCK OPTIONAL
EXTERIOR
SHEET 1
NRY/CONCRETE
BY OTHERS
DOOR HORIZONTAL CROSS SECTION BACKER ROD
MASONRY/CONCRETE INSTALLATION AND APPROVED
SEALANT BY OTHERS
NOTES,
I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
INSTALLATION DETAILS
IDRA. o«D No
V. L. 08-01551
Sc . NTS I DATE 05/02/12 1 S'W6 OF 9
SIGNED: 05/14/2015
1R IL 04f/moi
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MASONRY/ I A ADDED EDGE DISTANCES 11/05/14 R.L.
CONCRETE • 8 REVISED SIDELITE INSTALLATION DETAILS 05/14/15 RL
BY OTHERS , u a 1 1/4" MIN
1X BUCK
EMBEDMENT
� .' '
OPTIONAL
SEE SHEET 1
1/4" MAX 1 1/4" MIN.
BACKER R00 SHIM SPACE EMBEDMENT
AND APPROVED
SEALANT BY 1/4•
OTHERS MAX
SHIM
SPACE
21/2"
INTERIOR MIN
110 x 2 1/2" SCREWS 3/16" TAPCON EDGE
LOCATED 6" FROM 110 x 2 1/2" SCREWS DISTANCE
EACH CORNER LOCATED a" FROM 1 c •. •a
AND AT PANEL CENTER EACH CORNER AND 26 7/8"
MAX. O.C. THEREAFTER
:: • •' ° 3/16" TAPCON
q
T1
MASONRY/CONCRETE
BY OTHERS
EXTERIOR INTERIOR
EXTERIOR IX BUCK
OPTIONAL
SEE SHEET 1
BACKER ROD
110 x 2 1/2" SCREWS
LOCATED 6" FROM
EACH CORNER
AND AT PANEL CENTER
SILL TO BE SET
IN BED OF
APPROVED
SEALANT ..........
. • a'• 1 1/4" MIN.
EMBEDMENT
2 1/2" MIN.
EDGE DISTANCE
SIDELITE VERTICAL CROSS SECTION
MASCNRYICONCRETE INSTALLATION
III
3/16- TAPCON SIDELITE HORIZONTAL CROSS SECTION AND APPROVED
OTHERS
MASONRY/CONCRETE INSTALLATION
SEALANT BY
MASONRY/CONCRETE
BY OTHERS
NOTES.
I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
INSTALLATION DETAILS
DRAWN DWD NO.
V.L. 1 08-01551
— NTS DAA 05/02/12 1 --CT7 OF 9
SIGNED: 05/14/2015
1R i I.. 4f izl;,
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1/2" MIN
r EDGE DISTANCE
BACKER ROD
AND APPROVED
SEALANT BY
OTHERS
2X BUCK/WOOD FRAMING
BY OTHERS. 2X BUCK TO
BE PROPERLY SECURED
1 3/8' MIN.
EMBEDMENT
1/4' MAX.
SHIM SPACE
#10 WOOD SCREW
EXTERIOR j INTERIOR
1 3/8' MIN.
EMBEDMENT
1/2* MIN
EDGE DISTANCE
DOOR VERTICAL CROSS SECTION
2X BUCKAVOOD FRAMING INSTALLATION
RrAWNS
DESCRIFIMN DATE APPROVED
ADDED EDGE DISTANCES 11/05/14
REVISED SIDEUTE INSTALLATION DETAILS 05/14/15 R.L.R.L
1/4' MAX
SHIM SPACE
2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
#10 WOOD SCREW
_1
1/2" MIN
EDGE DISTANCE
BACKER ROD
DOOR HORIZONTAL CROSS SECTION AND APPROVED
2X BUCKAVOOD FRAMING INSTALLATION SEALANT BY OTHERS
NOTES•
I INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
INSTALLATION DETAILS
DRAWN. DNC ND. REV
V.L. 08-01551 B
SCAU NTS JDATE 05/02/12 IsmE08 OF 9
SIGNED: 05/14/2015
#10 WOOD
SCREW
SILL TO BE SET
::...
IN BED OF
APPROVED
SEALANT
1 3/8' MIN.
EMBEDMENT
1/2* MIN
EDGE DISTANCE
DOOR VERTICAL CROSS SECTION
2X BUCKAVOOD FRAMING INSTALLATION
RrAWNS
DESCRIFIMN DATE APPROVED
ADDED EDGE DISTANCES 11/05/14
REVISED SIDEUTE INSTALLATION DETAILS 05/14/15 R.L.R.L
1/4' MAX
SHIM SPACE
2X BUCK/WOOD FRAMING
BY OTHERS, 2X BUCK TO
BE PROPERLY SECURED
#10 WOOD SCREW
_1
1/2" MIN
EDGE DISTANCE
BACKER ROD
DOOR HORIZONTAL CROSS SECTION AND APPROVED
2X BUCKAVOOD FRAMING INSTALLATION SEALANT BY OTHERS
NOTES•
I INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
NAN YA PLASTICS CORP. USA
8989 NORTH LOOP EAST
HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
INSTALLATION DETAILS
DRAWN. DNC ND. REV
V.L. 08-01551 B
SCAU NTS JDATE 05/02/12 IsmE08 OF 9
SIGNED: 05/14/2015
Ir
2x BUCK/WOOD FRAMING
BY OTHERS. 2X BUCK TO
BE PROPERLY SECURED
BACKER ROD �ff
AND APPROVED
SEALANT BY
OTHERS
#10 x 2 1/2" SCREWS
LOCATED 6" FROM
EACH CORNER
AND AT PANEL CENTER
1/2" MIN
EDGE DISTANCE
1 3/8" MIN.
EMBEDMENT
REVISIONS
DESCRIPTION DATE APPROVED
ADDED EDGE DISTANCES 11/05/14 R.L.
REVISED SIDELITE INSTALLATION DETAILS 05/14/15 R.I.
1/4" MAX. J
' SHIM SPACE
1/4 MAX 1 3/8" MIN
SHIM SPACE EMBEDMENT
110 WOOD SCREW
EXTERIOR INTERIOR
#10 x 2 1/2' SCRI
LOCATED 6" FF
EACH CORI
AND AT PANEL CEN
SILL TO BE SE
IN BED C
APPROVE
SEALAP
LWL IJI�I/UV".L
SIDELITE VERTICAL CROSS SECTION
2X BUCKIWOOD FRAMING INSTALLATION
INTERIOR #10 WOOD _l
SCREW
#10 x 2 1/2" SCREWS 1/2' IN IN
LOCATED 4" FROM EDGE DIST
EACH CORNER AND 26 7/8"�
MAX. O.C. THEREAFTER r
9
EXTERIOR
SIDELITE HORIZONTAL CROSS SECTION
2X BUCKIWOOD FRAMING INSTALLATION
2X BUCK/WOOD FRAMING
BY OTHERS. 2X BUCK TO
BE PROPERLY SECURED
BACKER ROD
AND APPROVED
SEALANT BY OTHERS
NOTES.
I. INTERIOR AND EXTERIOR nNISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
NAN YA PLASTICS CORP. USA
MIN • 8989 NORTH LOOP EAST
1ENT HOUSTON, TX 77029
OUTSWING PATIO DOOR W/ SIDELITES
FIBERGLASS GLAZED
INSTALLATION DETAILS
kSCA'E
WN: OND NO
. 08-01551
NTS D"'E 05/02/12 —9 OF 9
SIGNED: 05/14/2015
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella, IA 50219
(641)621-6096
pellaproductapproval@pelia.com
Authorized Signature Joe Hayden Sandi Robinson
pellaproductapproval@pella.com
Technical Representative Joseph Hayden
Address/Phone/Email 102 Main Street
Pella, IA 50219
(641) 621-6096
jahayden@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella, IA 50219
(641) 621-1000
PJSortscheller@pella.com
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Usting
Certification Agency Window and Door Manufacturers Association
Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology
❑ Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
Equivalence of Product Standards
Certified By
c
Depamwtd
BCIs Home I Log In I use, Registration
( Hot TOPICS I SUbmR Surcharge I StatS S FDCtS I Publications I FBC stars I SCIS Site Map I Links I Search I
BusinesP��m
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rofessi
roduct Approval
®USER: Public User
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Regulation
N
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Documentation from approved Evaluation or Validation Entity 0Yes 0 N ON/A
ProAud Approval Menu > ProAuct or Application
Search > Application Llst > Application Detail
FL #
FL14671-R4
Application Type
Affirmation
Code Version
2014
Application Status
Approved
Comments
Archived
O
Product Manufacturer Pella Corporation
Address/Phone/Email 102 Main St.
Pella, IA 50219
(641)621-6096
pellaproductapproval@pelia.com
Authorized Signature Joe Hayden Sandi Robinson
pellaproductapproval@pella.com
Technical Representative Joseph Hayden
Address/Phone/Email 102 Main Street
Pella, IA 50219
(641) 621-6096
jahayden@pella.com
Quality Assurance Representative Pat Bortscheller
Address/Phone/Email 102 Main Street
Pella, IA 50219
(641) 621-1000
PJSortscheller@pella.com
Category Windows
Subcategory Double Hung
Compliance Method Certification Mark or Usting
Certification Agency Window and Door Manufacturers Association
Validated By Charles A. Pagen P. E., Ph. D. Fenestration Technology
❑ Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440-08 2008
Equivalence of Product Standards
Certified By
c
f�) i affirm that there are no changes in the new Florida
3
�1
Building Code which affect my product(s) and my product s)�4
�l +
are in compliance with the new Florida Building Code.
t
r
N
Ulm
Documentation from approved Evaluation or Validation Entity 0Yes 0 N ON/A
N
O
�
t�
1
PELLA CORPORATION
SERIES 350 4-1/2" VINYL DOUBLE HUNG WINDOW
INSTALLATIONANCHORAGE DETAILS
GENERAL NOTES:
TABLE OF CONTENTS
1. THIS PRODUCT HAS BEEN EVALUATED AND IS DESIGNED TO COMPLY WITH THE CURRENT
INSTALLATION NOTES:
EDITION OF THE FLORIDA BUILDING CODE AND FLORIDA RESIDENTIAL CODE BASED ON TESTING
GENERAL NOTES, INSTALLATION NOTES d TABLE OF
— CONTENTS
TO THE PERFORMANCE STANDARDS OSTEO BELOW AT THE DESIGN PRESSURE(S) STATED
1. PRODUCT ANCHORS SHALL BE AS OESIGNATEO AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT.
HEREIN. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED
ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM, BRICK
TEST REPORTS AND ASSOCIATED LABORATORY STAMPED DRAWINGS AS CERTIFIED BY WOMA
VENEER AND SIDING.
AND DOCUMENTED IN THEIR HALLMARK CERTIFICATE OF CONFORMANCE AND LICENSE (CCL►.
— BILL OF MATERIALS
I.I. AAMAIWOMNCSA 101R.S.2/A410d8
2. THIS PRODUCT EVALUATION DOCUMENT IS NOT FOR USE IN THE HIGH VELOCITY HURRICANE
ZONE (HVHZ).
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY. 2X FRAMING AND METAL
FRAMING SUBSTRATES AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF
WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE
RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT
ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION.
4.1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER
ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF
THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN
PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION.
5. WHEN INSTALLED IN LOCATIONS WHERE WINOBORNE DEBRIS PROTECTION REQUIREMENTS
EXIST, THIS PRODUCT SHALL USE AN IMPACT PROTECTIVE SYSTEM COMPLYING WITH THE FBC
REQUIREMENTS FOR WINOBORNE DEBRIS REGIONS.
& SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO
ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR
REGISTERED ARCHITECT.
7. BOUNDING BOX DIMENSIONS FOR GEOMETRIC FIXED WINDOW SHAPES MUST BE EQUAL TO OR
LESS THAN RECTANGULAR DIMENSIONS SHOWN HEREIN.
& WINDOW FRAME MATERIAL: VINYL (PVC)
9. GLASS MEETS THE REQUIREMENTS OF ASTM E130044al.
10. OESIGNATIONS'X' AND Xr STAND FOR THE FOLLOWING (AS APPLICABLEX
10.1. X: OPERABLE LITE, SASH OR PANEL
10.2.0: FIXED LITE, SASH OR PANEL
11. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT
EDITION OF THE FLORIDA BUILDING AND RESIOENTIAL CODES.
12. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS
CERTIFICATION SHALL CONTROL FOR THE INSTALLED WINDOW ASSEMBLY.
13. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY. WATER PROOFING OF THE
INSTALLED WINDOW IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT
RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER AND/OR THE INSTALLER.
14. SECTION VIEWS ARE SHOWN WITH ALUMINUM STIFFENER BARS INCLUDED IN THE SASH.
EACH STIFFENER BAR MAY OR MAY NOT BE REQUIRED BASED ON UNIT SIZE AND DESIGN
PRESSURE
9ioa Z AVW
2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, AND/OR MANUFACTURER'S ANCHOR
SPECIFICATIONS, INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE
DISTANCES.
2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO
THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT.
2.2 MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE.
3. SEE SHEETS S. 6 AND 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS
LONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
5. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM ENO DISTANCE (EO) AND THE MAXIMUM ON CENTER
(O.C.) SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 2. ENO DISTANCES AND O.C.
SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 2 ARE ACCEPTABLE.
6. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/1 INCH. SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS, SHIM(S) SHALL
BE CONSTRUCTED OF WOOD COMPOSITE. HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL.
6.1. FOR BLOCK 8 FLANGE FRAME INSTALLATIONS. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR
6.2. FOR FIN FRAME INSTALLATIONS. S141M 1/2' FROM EACH INTERIOR CORNER OF THE WINDOW. BENEATH INTEGRAL
MULLION(S). AND IS' O.C. THEREAFTER.
7. FOR CONCRETE BLOCK APPLICATIONS 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS.
& INSTAL ATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION
INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH
SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2,
SEE SHEET 2
FOR DESIGN
PRESSURES.
SEE GENERAL
NOTE 12 FOR
ADDITIONAL
REQUIREMENT!
$I I I�0' Ia
Ratan J. IVnonno. P.E.
FbrUs P.E. NM 497W
TABLE OF CONTENTS
SHEET
REV. SHEET DESCRIPTION
1
GENERAL NOTES, INSTALLATION NOTES d TABLE OF
— CONTENTS
2
— ANCHOR SCHEDULES AND OP CHART
3.4
— ELEVATIONS d ANCHOR LAYOUTS
5.7
— INSTALLATION CROSS SECTIONS
8
— BILL OF MATERIALS
$I I I�0' Ia
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FbrUs P.E. NM 497W
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INSTALLATION
NOTES:
1. INSTALLATION ANCHOR SCHEDULE TABLE LISTS APPROVED ANCHOR
SPECIFICATIONS BASED ON THE WINDOW FRAME TYPE AND SUBSTRATE.
2. 4-1/2' FRAME -NAILING FINS, BLOCKIFLANGE FRAME INSTALLATION -SINGLE
CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION.
2.1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE.
2.2. END DISTANCE (ED) OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON
ELEVATION DRAWINGS.
2.3. MAXIMUM O.C. (ON CENTER) SPACING FOR ANCHORS BETWEEN THE
FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS,
2.3.1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING
REQUIREMENTS.
2.4. MAXIMUM WINDOW SIZES (W x H)
2.5. MAXIMUM DESIGN PRESSURE (DP)
3. 4.1/2' FRAME - NAILING FIN & BLOCKIFLANGE FRAME INSTALLATION - TWIN &
TRIPLE CONFIGURATION TABLE LISTS THE FOLLOWING INFORMATION.
3.1. REQUIRED ANCHOR TYPE BASED ON SUBSTRATE.
3.2. END DISTANCE (ED) OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON
ELEVATION DRAWINGS.
3.3. MAXIMUM O.C. (ON CENTER) SPACING FOR ANCHORS BETWEEN THE
FRAME END ANCHORS DIMENSIONED ON ELEVATION DRAWINGS.
3.3.1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C. SPACING
REQUIREMENTS.
3.4. MAXIMUM WINDOW SIZES (W x H)
3.5. MAXIMUM DESIGN PRESSURE (OP)
36. TRANSITION BAR (INTEGRAL MULLION) ANCHOR CLUSTER INCLUDING:
3.6.1. QUANTITY OF CLUSTERED ANCHORS. AND
... PACINCsI3FICLUSTERED ANCHORS.
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41/2" FRAME - NAILING FIN & BLOCK/FLANGE FRAME INSTALLATION - SINGLE CONFIGURATION
FRAME CONFIGURATION
ANCHOR (SEE
SCHEDULE)
SCHEDULE)
MAX WINDOW SQ
OP (pst)
W (in) H (in)
ENO DISTANCE (EO)E
on)
MAX O.C(In)
HEAD/SILL
IAMBS
HEAD/SILL
IAMBS
IAMBS
54 78 60
146 78 40 S 1
NAILING FIN
11 GAUGE
ROOFING NAIL
4
4
4
4
40 63 1 60
40 78 60
121 78 40 4 1
121 78 60 6 1
54 78 40
146 78 40 S 1
165
S4 78 60
11.0
146 78 60 7 1
12
FLANGE FRAME
AND
NO, 10WS(ANSI
618.6.11
6
40 63 40
17.0
FLANGE FRAME
AND
NO. 10WS(ANSI
61816.1)
15
121 78 60 6 1
14.5
40 63 60
40 78 40
LISS
BLOCK FRAME
18.5
BLOCK FRAME
146 78 60 S 2
60
40r63
13.0
USING
THROUGH FRAME
ANCHOR
6
1
6
6
14
3/16' CONCRETE
SCREW
54 40
54 60
16.5
OR
CLIP ANCHOR
OR
NO.10 TAPPING
6
6
18.5
40 40
17.0
40 60
19
SCREW (ASME
618SA)16.5
40 40
121 78 60 4 1
40 78 60
41/2- FRAME - NAILING FIN & BLOCK/FLANGE FRAME INSTALLATION - TWIN & TRIPLE CONFIGURATION
FRAME
CONFIGURATION
ANCHOR (SEE
SCHEDULE)
SCHEDULE)
TRANSITION BAR
MAX. WINDOW S03: ANCHOR CLUSTER AT
OP (psH) HEAD/SILL
ENDOISTANCE(W)
on)
MAX O.C. (in)
MIN O.C.
W (In) H (fn) MY.In
HEAD/Sill
LAMBS
HEAD/SILL
IAMBS
146 78 40 S 1
146 78 60 7 1
NAILING FIN
11 GAUGE
ROOFING NAIL
4
4
4
4
121 78 40 4 1
121 78 60 6 1
146 78 40 S 1
185
15
146 78 60 7 1
12
FLANGE FRAME
AND
NO, 10WS(ANSI
618.6.11
6
6
121 78 40 4 1
19
15
121 78 60 6 1
14.5
146 78 40 3 2
18.5
BLOCK FRAME
146 78 60 S 2
USING
THROUGH FRAME
ANCHOR
3/16' CONCRETE
SCREW
6
6
1
15
121 78 40 3 2
19
121 78 60 4 2
OR
CLIP ANCHOR
N0.10 TAPPING
SCREW JALSME
146 78 40 3 1
6
6
18.5
15
146 78 60 S 1
121 78 40 3 1
19
121 78 60 4 1
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SIZE AND MAX.
SPACING. (SEE NOTE
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SEE
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2
SERIES 350 SINGLE VINYL DOUBLE HUNG
FIN FRAME EXTERIOR VIEW
MAX. UNIT WIDTH SEE TABLE SHEET 2
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q/SEE NOTE 2
4' MAX. 5 Z-- THIS SHEET
4" MAX.
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4' MTAX.
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MAX. UNIT WIDTH SEE TABLE SHEET 2 -
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4' MAX. 4' MAX.
4' MAX.
1
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SIZE AND MAX.
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MAX. UNIT WIDTH SEE TABLE SHEET 2
CLUSTER
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4' MAX. 5 Z-- THIS SHEET
4" MAX.
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4' MTAX.
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5 THIS SHEET
4' MAX. 4' MAX.
4' MAX.
1
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T
CLUSTER
SEE NOTE 2
THIS SHEET
SERIES 350 TRIPLE VINYL DOUBLE HUNG
FIN FRAME EXTERIOR VIEW
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SEE NOTE 2
THIS SHEET
SERIES 350 TWIN VINYL DOUBLE HUNG
FIN FRAME EXTERIOR VIEW
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE NOTE
I THIS SHEET)
SEE NOTE
3 SHEET 3
/ MAX. UNIT
HEIGHT SEE
TABLE
3" MAX. SHEET 2
TT MAX.
\ I
SEE NOTE
3 SHEET 3
CLUSTER
SEE NOTE 2
THIS SHEET
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X
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THIS SHEET
SERIES 350 TRIPLE VINYL DOUBLE HUNG
FIN FRAME EXTERIOR VIEW
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SEE NOTE 2
THIS SHEET
SERIES 350 TWIN VINYL DOUBLE HUNG
FIN FRAME EXTERIOR VIEW
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE NOTE
I THIS SHEET)
SEE NOTE
3 SHEET 3
/ MAX. UNIT
HEIGHT SEE
TABLE
3" MAX. SHEET 2
TT MAX.
\ I
SEE NOTE
3 SHEET 3
CLUSTER
SEE NOTE 2
THIS SHEET
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE
g
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SEE NOTE 2
THIS SHEET
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SEE NOTE 2
THIS SHEET
SERIES 350 TWIN VINYL DOUBLE HUNG
FIN FRAME EXTERIOR VIEW
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE NOTE
I THIS SHEET)
SEE NOTE
3 SHEET 3
/ MAX. UNIT
HEIGHT SEE
TABLE
3" MAX. SHEET 2
TT MAX.
\ I
SEE NOTE
3 SHEET 3
CLUSTER
SEE NOTE 2
THIS SHEET
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE
g
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NOTE I THIS SHEET)
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Lu
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1. QUANTITY OF ANCHORS BASED ON MEETING THE O.C.
SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES.
2. SEE SHEET 2 FOR CLUSTERED ANCHOR QUANTITIES AND
MINIMUM SPACING. CLUSTERED ANCHORS SHALL BE
EVENLY GROUPED ON EACH SIDE OF THE INTERNAL
MULLION CENTERLINE WITH SUBSEQUENT SPACING
BETWEEN ANCHORS AS INDICATED ON SHEET 2 TABLES.
3. ALL FRAME SIZES IN THE TWIN AND TRIPLE
CONFIGURATION WILL HAVE (1) INSTALLATION ANCHOR 3'
ABOVE AND 5' BELOW MEETING RAIL CENTER LINE.
4. ANY DOUBLE HUNG WINDOW IN A TRIPLE CONFIGURATION
MAY BE REPLACED WITH A FIXED WINDOW AS QUALIFIED
BY TESTING AND CERTIFIED BY THIS PRODUCT APPROVAL
DOCUMENT.
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MAX. UNIT WIDTH SEE
TABLE SHEET 2
6" MAX. C E 6" MAX -
6 A 7
6-
L
6' MAX.
MAX. UNIT
HEIGHT SEE
TABLE
SHEET 2
SERIES 350 SINGLE VINYL DOUBLE HUNG
BLOCK/ FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION
EXTERIOR VIEW
MAX. UNIT WIDTH SEE TABLE SHEET 2
6" MAX. CLUSTER
/EE NOTE 2
S SHEET I illll\
6'
6" MAX.
I
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE
NOTE I THIS SHEET)
XI
1
MAX. UNIT WIDTH SEE TABLE SHEET 2 —
INSTALLATION ANCHOR
X
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6MAX. 6"
SEE TABLE SHEET 2
MAX. UNIT
HEIGHT SEE
TABLE
SHEET 2
SERIES 350 SINGLE VINYL DOUBLE HUNG
BLOCK/ FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION
EXTERIOR VIEW
MAX. UNIT WIDTH SEE TABLE SHEET 2
6" MAX. CLUSTER
/EE NOTE 2
S SHEET I illll\
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6" MAX.
I
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE
NOTE I THIS SHEET)
� X
MAX. UNIT WIDTH SEE TABLE SHEET 2 —
INSTALLATION ANCHOR
a
' CLUSTER MAX
6MAX. 6"
SEE TABLE SHEET 2
.
r SEE NOTE 2
FOR SIZE AND MAX.
SEE NOTE
THIS SHEET
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O.C. SPACING. (SEE NOTE
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L
1 THIS SHEET)
I
6
o
6' MAX.
B
MAX. UNIT
HEIGHT SEE
TABLE
SHEET 2
SERIES 350 SINGLE VINYL DOUBLE HUNG
BLOCK/ FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION
EXTERIOR VIEW
MAX. UNIT WIDTH SEE TABLE SHEET 2
6" MAX. CLUSTER
/EE NOTE 2
S SHEET I illll\
6'
6" MAX.
I
INSTALLATION ANCHOR
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE
NOTE I THIS SHEET)
SEE NOT
3 SHEET 4
NOTES:
�—L:2MAX. UNIT I. QUANTITY OF ANCHORS BASED ON MEETING THE O.C.
3_ MAX. { HEIGHT SEE SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES.
�5- TABLE 2. SEE SHEET 2 FOR CLUSTERED ANCHOR QUANTITIES AND
SHEET 2 MINIMUM SPACING. CLUSTERED ANCHORS SHALL BE
EVENLY GROUPED ON EACH SIDE OF THE INTERNAL
MULLION AND SPACED 3' FROM THE MULL CENTERLINE.
�SEEOTE SUBSEQUENT SPACING BETWEEN ANCHORS SHALL BE AS
3 SHEET 4 INDICATED ON SHEET 2 TABLES.
3. ALL FRAME SIZES IN THE TWIN AND TRIPLE
CONFIGURATION WILL HAVE
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3 SHEET 4
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UNIT
ABOVE AND 5' BELOW MEETING RAIL CENTER LINE.
3'MAX.M HEIGHT
SEE
MAY BE REPLACED WITH A FIXED WINDOW AS QUALIFIED
BY TESTING AND CERTIFIED BY THIS PRODUCT APPROVAL
CLUSTER
DOCUMENT.
I 5• MAX TABLE
THIS SHEET
a
SHEET
2
f
of
u
SEE NOTE
L
/ X
X
3 SHEET 4
6' MAX.
—�
) CLUSTER
— SEE NOTE 2
THIS SHEET
SERIES 350 TWIN VINYL DOUBLE HUNG
BLOCK/ FLANGE FRAME THROUGH FRAME OR CLIP INSTALLATION
EXTERIOR VIEW
INSTALLATION ANCHOR
6" MAX
SEE TABLE SHEET 2
FOR SIZE AND MAX.
O.C. SPACING. (SEE NOTE
I THIS SHEET)
SEE NOT
3 SHEET 4
NOTES:
�—L:2MAX. UNIT I. QUANTITY OF ANCHORS BASED ON MEETING THE O.C.
3_ MAX. { HEIGHT SEE SPACING REQUIREMENTS SHOW ON SHEET 2 TABLES.
�5- TABLE 2. SEE SHEET 2 FOR CLUSTERED ANCHOR QUANTITIES AND
SHEET 2 MINIMUM SPACING. CLUSTERED ANCHORS SHALL BE
EVENLY GROUPED ON EACH SIDE OF THE INTERNAL
MULLION AND SPACED 3' FROM THE MULL CENTERLINE.
�SEEOTE SUBSEQUENT SPACING BETWEEN ANCHORS SHALL BE AS
3 SHEET 4 INDICATED ON SHEET 2 TABLES.
3. ALL FRAME SIZES IN THE TWIN AND TRIPLE
CONFIGURATION WILL HAVE
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SEE CNO NOTE SERIES 350 TRIPLE VINYL DOUBLE HUNG
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SEE NOTE 4 SHEET 4
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4. ANY DOUBLE HUNG WINDOW IN A TRIPLE CONFIGURATION
MAY BE REPLACED WITH A FIXED WINDOW AS QUALIFIED
BY TESTING AND CERTIFIED BY THIS PRODUCT APPROVAL
CLUSTER
DOCUMENT.
SEE NOTE 2
THIS SHEET
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EXTERIOR FINISH
BY OTHERS
INSTALLATION ANCHOR
SEE TABLE SHEET 2
APPLY EXTERIOR
FLASHING ACCORDING TO
MANUFACTURER'S INSTRUCTION
EXTERIOR 0
APPLY EXTERIOR
FLASHING ACCORDING TO
MANUFACTURER'S INSTRUCTION
INSTALLATION ANCHOR -
SEE TABLE SHEET 2
INTERIOR FINISH
BY OTHERS
2X WOOD FRAMING
BY OTHERS
MIN. EDGE DIST.
SEE TABLE SHEET 2
1
I IT MAX.
SHIM
APPLY INTERIOR
SEALANT ACCORDING TO
MANUFACTURER'S INSTRUCTION
INTERIOR
APPLY INTERIOR
SEALANT ACCORDING TO
MANUFACTURER'S INSTRUCTION
1/4' MAX.
SHIM
M' IN. EDGE DIST.
SEE TABLE SHEET 2
INTERIOR FINISH
EXTERIOR FINISH BY OTHERS
BY OTHERS
MIN. EMBEDMENT 2X WOOD FRAMING
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BY OTHERS
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SHIM
rAPPLY INTERIOR
SEALANT ACCORDING TO
MANUFACTURER'S INSTRUCTION
INTERIOR
MIN. EMBEDMENT
SEE TABLE SHEET 2v v 6
1
INSTALLATION ANCHOR
SEE TABLE SHEET 2
3
EXTERIOR FINISH
BY OTHERS APPLY EXTERIOR EXTERIOR
FLASHING ACCORDING TO
MANUFACTURER'S INSTRUCTION
fjBHORIZONTAL CROSS SECTION
5 FIN INSTALLATION
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SEE TABLE SHEET 2
SUBSTRATE VARIES -
SEE TABLE SHEET 2.
SUBSTRATE 13Y OTHERS
OPTIONAL 1X BUCK BY
OTHERS, 1X BUCK TO BE
PROPERLY SECURED. SEE
GENERAL NOTE 4 SHEET 1
APPLY EXTERIOR
SEALANT ACCORDING TO
ACTURER'S INSTRUCTION
EXTERIOR 0
APPLY EXTERIOR
SEALANT ACCORDING TO
MANUFACTURER'S
INSTRUCTION
OPTIONAL 1X BUCK BY
OTHERS. 1X BUCK TO BE
PROPERLY SECURED. SEE
GENERAL NOTE 4 SHEET 1
SUBSTRATE VARIES
SEE TABLE SHEET 2.
SUBSTRATE BY OTHERS
MIN. EDGE DIST.
SEE TABLE SHEET 2
MIN. EMBEDMENT
SEE TABLE SHEET 2
R R' IN N
MIN. EMBEDMENT
SEE TABLE SHEET 2
a
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MIN. EDGE 01ST,
SHIM
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INSTALLATION CUP
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SEALANT ACCORDING TO
TI
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MANUFACTU E SSTRUC 0 INSTALLATION ANCHOR
(2) SCREWS PER CUP SEE TABLE SHEET 2
THROUGH CUP HOLES
SUBSTRATE VARIES
SEE TABLE SHEET 2.
SUBSTRATE BY OTHERS
INTERIOR
APPLY INTERIOR
g
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MANUFACTURER'S INSTRUCTION
SHIM
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GENERAL NOTE 3 SHEET 1
(2) SCREWS PER CUP
THROUGH CLIP HOLES
— APPLY INTERIOR APPLgk%9fWEXTERIOR
SEALANT ACCORDING TO SEALANT ACCORDING TO
MANUFACTURER'S INSTRUCTION MANUFACTURER'S INSTRUCTION
INSTALLATION CUP (ZHORIZONTAL CROSS SECTION
% BLOCK/FLANGE FRAME CLIP INSTALLATION
SHIM
MIN. EMBEDMENT
F;Zx'x" SEE TABLE SHEET 2
INSTALLATION ANCHOR
SEE TABLE SHEET 2 MIN. EDGE 01ST.
SEE TABLE SHEET 2
E VERTICAL CROSS SECTION
' BLOCK/FLANGE FRAME CLIP INSTALLATION
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SEE TABLE SHEET 2
SUBSTRATE VARIES
SEE TABLE SHEET 2.
MIN. EMBEDMENT
SUBSTRATE BY OTHERS
SEE TABLE SHEET 2
1/4 MAX.
OPTIONAL 1X BUCK BY
MIN. EMBEDMENT
SHIM
OTHERS, 1X BUCK TO BE
SEE TABLE SHEET 2
PROPERLY SECURED. SEE
GENERAL NOTE 4 SHEET 1
INSTALLATION CUP
APPLY EXTERIOR
APPLY INTERIOR
SEALANT ACCORDING TO
1/4" MAX. MIN. EDGE 01ST.
SEALANT ACCORDING TO
MANUFACTURER'S INSTRUCTION
SHIM SEE TABLE SHEET 2
MANUFACTURER'S INSTRUCTION
(2)SCREWSCUP
Q
INSTALLATION CUP
PER
S
APPLY INTERIOR
SEALANT ACCORDING TO
1 2
MANUFACTURER'S INSTRUCTION INSTALLATION ANCHOR
INTERIOR
(2) SCREWS PER CUP SEE TABLE SHEET 2
1
3
THROUGH CUP HOLES
1
SUBSTRATE VARIES
2 SEE TABLE SHEET 2.
e
6
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0
SUBSTRATE BY OTHERS
EXTERIOR O
1
INTERIOR
6
0
OPTIONAL 1 X BUCK BY
a�
OTHERS. 1X BUCK TO BE
3
6
SECURED. SEE
0PROPERLY
GENERAL NOTE 3 SHEET 1
❑
(2) SCREWS PER CUP
1
THROUGH CLIP HOLES
EXTERIOR
APPLY INTERIOR APPLY EXTERIOR
SEALANT ACCORDING TO SEALANT ACCORDING TO
APPLY EXTERIOR
MANUFACTURER'S INSTRUCTION MANUFACTURER'S INSTRUCTION
SEALANT ACCORDING TO
MANUFACTURER'S
INSTALLATION CLIP Ii ORIZONTAL CROSS SECTION
INSTRUCTION
C� C7 0
,
% BLOCK/FLANGE FRAME CLIP INSTALLATION
OPTIONAL 1X BUCK BY
1/4" MAX.
OTHERS, 1X BUCK TO BE
SHIM
PROPERLY SECURED. SEE
GENERAL NOTE 4 SHEET 1
MIN. EMBEDMENT
SEE TABLE SHEET 2
SUBSTRATE VARIES
SEE TABLE SHEET 2.
SUBSTRATE BY OTHERS
INSTALLATION ANCHOR MIN. EDGE 01ST.
SEE TABLE SHEET 2
SEE TABLE SHEET 2
E VERTICAL CROSS SECTION
% BLOCKIFL.ANGE FRAME CLIP INSTALLATION
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Roam A A nMea P.E,
FW48 P E R0.49M
BILL OF MATERIALS
ITEM
NO.
DESCRIPTION
1 WIDE
OTY
2 WIDE
3 WIDE
1
FRAME ASSEMBLY
1
1
1
2
LOWER SASH ASSEMBLY
1
2
3
UPPER SASH ASSEMBLY
1
2
3
HALF SCREEN ASSEMBLY
1 (OPT)
2 (OPT)
3 (OPT)
FULL SCREEN ASSEMBLY
i (OPT)
2 (OPT)
3 (OPT)
11/16' IG ASSEMBLY (SHOWN)
1 (OPT)
r(SEE
1' IG ASSEMBLY
1 (OPT)
1 1/4' TRIPLE IG ASSEMBLY11/16'VENT
GLAZING BEAD, RAIL, WITH WEEPS (SHOWN)
1 (OPT)
1' VENT GLAZING BEAD, RAIL, WITH WEEPS
1 (OPT)
1 1/4' TRIPLE GLAZING BEAD, RAIL, WITH WEEPS
-
1
-
11/16' VENT GLAZING BEAD, RAIL (SHOWN)
1 (OPT)
8
1 1' VENT GLAZING BEAD, RAIL
1 (OPT)
-
-
1 1/4' TRIPLE GLAZING BEAD. RAIL
1
-
11/16' VENT GLAZING BEAD, STILE (SHOWN)
2 (OPT)
9
1' VENT GLAZING BEAD, STILE
2 (OPT)
1 1/4' TRIPLE GLAZING BEAD, STILE
-
2
10
GLAZING SEALANT
NOTE:
1 GLASS THICKNESS IS BASED ON PERFORMANCE GRADE RATING AND SUE OF WINDOW PER ASTM E1300.
Roam A A nMea P.E,
FW48 P E R0.49M
FN N')�-AIfOL'i UNWi �tlin Jli lilp.VS C[tiVt.lCf ❑!f��i
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. , I Product Approval Menu > Product or Application search > Application List > Application Detail
FL #
FL5896-R3
Application Type
Revision FL
Code Version
2014
Application Status
Approved
Comments
Archived
Product Manufacturer Amerimax Home Products
Address/Phone/Email 450 Richardson Drive
Lancaster, PA 17604
(717) 298-3714
rickw@rwbldgconsultants.com
Authorized Signature Rick Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Soffits
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 Lyndon F. Schmidt, P.E.
the Evaluation Report
Florida License PE -43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
Validated By Ryan 1. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL5896 R3 COI CERTIFICATE of INDEPENDENCE.Ddf
Standard
TAS 202, 203
Product Approval Method Method 1 Option D
Year
1994
Date
Submitted
04/21/2015
Date
Validated
04/22/2015
Date
Pending FBC Approval
04/24/2015
Date
Approved
06/23/2015
Summary of Products
FL #
Model, Number or Name
Description
5896.1
a. Standard "V" Panel
12" perforated "V" Panel and 12" solid "V" panel Aluminum
soffit
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL5896 R3 11 Inst 5896.1.Ddf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: N/A
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 5896.1 for Design Pressure Ratings, any
FL5896 R3 AE Eval 5896.1.odf
additional use limitations, Installation instructions and
Created by Independent Third Party: Yes
product particulars.
EEKxt
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850.487.1824
The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
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Revision ®� p 2016
Response to Comments �SSE UL13Y; � --D-1—
Permit #
Project Address:
Contact:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Submittal Date o
Ph: �6 a - a? y Pate 121 Fax:
Email:
Trades encompassed in revision:
❑
Building
R
Plumbing
❑
Electrical
❑
Mechanical
❑
Life Safety
❑
Waste Water
..,
General description of revision:
ROUTING INFORMATION
Approvals
❑ Building
t
S0mp Jvvo�q
Department
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
..,
General description of revision:
ROUTING INFORMATION
Approvals
❑ Building
t
S0mp Jvvo�q
Zzi
RECORD COPY
o
_.
All
io
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5 UZEt7bl.p
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SANFORD
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Ejusiness► Professional Regulation
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=brida 0.paftff Qf SCIS Home { Log In ! User Registration ' Hot Topic . Submit Surcharge Stats !! Facts , Publications FOC Staff j SCIS site Map ' Links Search {
Busines ��
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USER: Public User
Regulation
Product Approval Menu > Product or Application Search > Application List > Application Detail / ly,3_5E, FL # FL18355-R2 FL /
Application Type Revision U
Code Version 2014
Application Status Approved
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
TAMKO Building Products, Inc.
PO Box 1404
Joplin, MO 64802
(417) 624-6644 Ext 2305
kerri_eden@tamko.com
Kerri Eden
kerri—eden@tamko.com
Roofing
Asphalt Shingles
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Zachary R. Priest
PE -74021
UL LLC
01/07/2019
Locke Bowden
Validation Checklist - Hardcopy Received
FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report
Shingles.pdf
Standard
Year
ASTM D 3161
2009
ASTM D 3462
2009
ASTMD D 7158
2008
TAS 100
1995
Product Approval Method Method 1 Option D
Date
Submitted
12/16/2015
Date
Validated
12/18/2015
Date
Pending FBC Approval
12/19/2015
Date
Approved
02/10/2016
Summary of Products
FL it Model, Number or Name
Description
18355.1 Glass -Seal, Elite Glass -Seal,
ASTM D 3462 asphalt shingles and hip and ridge shingles
Heritage, Heritage Premium,
Heritage woodgate, Heritage
Vintage, Hip and Ridge, and Vintage
Hip and Ridge Shingles
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL18355 R2 11 TBP15001.2 FBC 2014 Product Evaluation
Report Shingles.pdf
Approved for use outside HVHZ: Yes
Impact Resistant: N/A
Verified By: Zachary R. Priest PE -74021
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: See evaluation report for limits of use.
Evaluation Reports
FLIS355 R2 AE TBP15001.2 FBC 2014 Product Evaluation
Report Shinales.odf
Created by Independent Third Party: Yes
Contact Us :: 1940 North Monroe Street. 7bllahassee FL 32399 Phone: 850-487-1824
The State of Florida is an WEED employer. Copvriaht 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 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
IN IR�RRMJ E9 E
Credit E
CREEK Certificate of Authorization No. 29824
17520 Edinburgh Dr
Tampa, FL 33647
TECHNICAL SERVICES, LLC (813) 480-3421
EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014)
Manufacturer: TAMKO BUILDING PRODUCTS
220 West 4'" Street
Joplin, MO 64801
(417)624-6644
Manufacturing Plants: Joplin, MO
Phillipsburg, KS
Frederick, MD
Dallas, TX
Tuscaloosa, AL
Quality Assurance: UL LLC (QUA9625)
SCOPE
Issued December 14, 2015
Category: Roofing
Subcategory: Asphalt Shingles
Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1
Properties: Physical properties, Wind
Resistance, Wind Driven Rain
REFERENCES
Entity
Report No.
Standard
Year
PRI Construction Materials Technologies (TST5878)
TAP -043-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -051-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -054-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -114-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -117-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -130-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -131-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -165-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -280-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -303-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -307-02-01
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -314-02-01 Rev 2
TAS 100
1995
PRI Construction Materials Technologies (TST5878)
TAP -315-02-01
ASTM D 6381
2008(2013)e1
PRI Construction Materials Technologies (TST5878)
TAP -317-02-01
TAS 100
1995
UL LLC (TST9628)
02NK9507
ASTM D 3161
2009
UL LLC (TST9628)
04NK24366
ASTM D 3462
2009
UL LLC (TST9628)
05NK28006
ASTM D 6381
2008(2013)e1
UL 2390
ASTM D 7158
2008d
UL LLC (TST9628)
06NK03898
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
08CA59132
ASTM D 3161
2009
UL LLC (TST9628)
09NK07896
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
10CA50498
ASTM D 3462
2009
UL LLC (TST9628)
10CA64882
ASTM D 3161
2009
UL LLC (TST9628)
11NK14014
ASTM D 3161
2009
ASTM D 3462
2009
UL LLC (TST9628)
12CA24551
ASTM D 3161
2009
UL LLC (TST9628)
4786110543
ASTM D 6381
2008(2013)e1
UL LLC (TST9628)
4787043752
ASTM D 3161
2009
UL LLC (TST9628)
4787148748
ASTM D 7158
2008d
ASTM D 3161
2009
ASTM D 3462
2009
TBP15001.2 FL18355-R2 Page 1 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
PRODUCT DESCRIPTION
Elite Glass -Seal®
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab
(Frederick, Joplin &
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ceramic granules complying with ASTM D 3462.
Glass -Seal
12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab
(Frederick &
asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with
Tuscaloosa)
ceramic granules complying with ASTM D 3462.
Glass -Seal
12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass
(Joplin)
mat coated on both sides with asphalt and surfaced with ceramic granules complying
with ASTM D 3462. Shingles shall be used in the non-HVHZ only.
Heritage®
13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Joplin, Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas, Frederick,
reinforced, laminated architectural asphalt shingle surfaced with mineral granules
Phillipsburg &
complying with ASTM D 3462.
Tuscaloosa)
Heritage® Premium
12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Frederick)
laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Vintage® 17-1/2" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced,
(Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with
ASTM D 3462.
Heritage® Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass
(Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules
complying with ASTM D 3462.
Heritage® Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural
(Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles
shall be used in the non-HVHZ only.
Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt
(Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462.
Vintage® Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle
(Phillipsburg) surfaced with mineral granules complying with ASTM D 3462.
TBP15001.2 FL18355-R2 Page 2 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
INSTALLATION
Elite Glass -Seal®
(Frederick, Joplin &
Tuscaloosa)
&
Glass -Seal
(Frederick, Joplin (Non-
HVHZ) & Tuscaloosa)
Nailing
Area
Nailir
Area
Basic Wind Speed (Vol): Max. 194 mph
Basic Wind Speed (Vasa): Max. 150 mph
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Deck (HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
Deck (Non-HVHZ):
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
Underlayment:
In accordance with FBC requirements.
Min. slope:
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installation (HVHZ):
Installed with 5-1/8 inch exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installation (Non-HVHZ):
Installed with 5 -1/8 -inch exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
1'1
—In
NAILS
it
`11".
Butt Edge
Figure 1. Elite Glass -Seal & Glass -Seal
4 Nail Pattern (Non-HVHZ only)
NAILS
1"-
.. ....................... ....... . ............ i ......
Butt Edge
Figure 2. Elite Glass -Seal & Glass -Seal
6 Nail Pattern
6-7ff
5-1/8"
6-7/8"
TBP15001.2 FL18355-R2 Page 3 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage®
Basic Wind Speed (VAl):
(Dallas, Frederick, Joplin,
Basic Wind Speed (V,,d):
Phillipsburg & Tuscaloosa)
Deck (HVHZ):
Heritage® Premium
(Dallas, Frederick
Phillipsburg & Tuscaloosa)
Deck (Non-HVHZ):
&
Heritage® Woodgate
(Dallas & Frederick)
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
6-1/8"
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5-5/8 in. exposure in accordance with RAS
115 and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5-5/8 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
FASTENERS NAIL ZON E
COMMON
BOND
EXPOSURE 6-6/8"
1 " �- 12-1/211 -►�- 12-318" 12-1 /2'"� �11-1 "
Figure 3. Heritage®, Heritage® Premium, and Heritage® Woodgate (Dallas)
4 Nail Pattern (non-HVHZ only)
FASTENERS NAIL ZONE
COMMON
BOND
6-1 EXPOSURE 5-5/8"
Figure 4. Heritage® & Heritage® Premium
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 4 of 11
This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
0 CREEK TAMKO BUILDING PRODUCTS
Asphalt Shingles
TECHNICAL SERVICES, LLC
i
i
NAIL ZONE/
COMMON BOND
T T
6'1/8" EIfPOSURE 5 5!8"
1" �7-1/2+7-1/2'47-318+7-1/2+7-1/2�
Figure 5. Heritage® Woodgate
6 Nail Pattern
12-1/2"
FASTENERS
E) Common Bond
•J"h: �!C^J "Vx9 �F%r yY.(•Y'I.`L Y• ' '+O" Y 'KVrVT�:�r
t
N 10
"9--
. %
w t
39-3/8"
Figure 6. Heritage®, Heritage® Premium, 8 Heritage® Woodgate
Alternate 6 Nail Pattern
PAINT
LINE.
7-7/8" # 1--- ............................................... ....................................... ........--...I >-NAIL ZONE
6-1 /8" EDGE OF COMMON
EXPOSURE
5-5/8"
ACCEPTABLE
/FASTENER LOCATION
DO NOT FASTEN
ALONG EDGE OF
.................. ----•---•- COMMON BOND
PREFERRED
FASTENER
LOCATION
Figure 7. Heritage® (Tuscaloosa)
Expanded Nail Zone
Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above
TBP15001.2 FL18355-R2 Page 5 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Premium Basic Wind Speed (Vot):
(Frederick) Basic Wind Speed (Va,d):
Deck (HVHZ):
5'12"I
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12. .
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
NAIL ZONE/
COMMON BOND
E 5"
- 12" 11 "--++ `*-1 "
Figure 8. Heritage® Premium (Frederick)
4 Nail Pattern (non-HVHZ only)
NAIL ZONE/
FASTENERS COMMON BOND
51/2" EXPOSURE 5"
-LI-1 j 0 I
1 � �1-91/24 9---+3 91/2" IFI t.
Figure 9. Heritage® Premium (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 6 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Woodgate Basic Wind Speed (VA,):
(Frederick) Basic Wind Speed (V,.4):
Deck (Non-HVHZ):
Underlayment
Min. slope:
Installation (Non-HVHZ)
RS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "4 Nail
Pattern" or "6 Nail Pattern" detailed below.
I T
EXPOSURE 5"
1 1
NAIL ZONE/
COMMON BOND
1'L*l �— 11" .12-3/8"—+— 11" —� k -1 -
Figure 10. Heritage® Woodgate (Frederick)
4 Nail Pattern (non-HVHZ only)
5•
NAIL 70NEl
N BOND
1"� 9-1/2"--3'1+-9-3/8"-+3+ 9-1/2" � [11-1"
Figure 11. Heritage® Woodgate (Frederick)
6 Nail Pattern
TBP15001.2 FL18355-R2 Page 7 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Heritage® Vintage® Basic Wind Speed (Vol):
(Phillipsburg) Basic Wind Speed (Vasa):
Deck (HVHZ):
G.
T
IV
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation (HVHZ):
Installation (Non-HVHZ):
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements. Refer to
the manufacturer's application instructions when installing
shingles at slopes greater than 21:12.
Installed with 5 in. exposure in accordance with RAS 115
and manufacturer's published installation instructions.
Shingles shall be attached using "6 Nail Pattern" detailed
below.
Installed with 5 in. exposure in accordance with FBC
requirements and manufacturer's published installation
instructions. Shingles shall be attached using either "5 Nail
Pattern" or "6 Nail Pattern" detailed below.
47'
Y ,19,1,✓.1 7
-Hero,✓_ z'
U
At u•—.�.-4tH•—«I.-9.w•—.�+—ova•
-v .t
�tova• —►� � to va• �{
Figure 12. Heritage® Vintage®
5 Nail Pattern (non-HVHZ only)
1W
7- 7.]l� 7•IJr—�?dlr�-7dA
1-1
Figure 13. Heritage® Vintage°'
6 Nail Pattern
G posure
Notch
17.1/2"
Boosure
/ Nordt
17-1/Y
TBP15001.2 FL18355-R2 Page 8 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Hip & Ridge Basic Wind Speed (V,e,):
(Frederick & Joplin) Basic Wind Speed (V,,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5-1/8 inch exposure in accordance with the
FBC and manufacturer's published installation instructions.
The direction of the exposed end shall be away from the
prevailing wind.
Direction of prevailing wind
rnl
5-1/8" exposure
Figure 1
�,19 1 or
Fastener
-54""
Figure 2
0- Ito exposure
Figure 14. Hip & Ridge (Frederick 8 Joplin)
TBP15001.2 FL18355-R2 Page 9 of 11
This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
Vintage® Hip & Ridge Basic Wind Speed (V„41):
(Phillipsburg) Basic Wind Speed (Va,d):
Deck (HVHZ):
Deck (Non-HVHZ):
Underlayment:
Min. slope:
Installation:
TAMKO BUILDING PRODUCTS
Asphalt Shingles
Max. 194 mph
Max. 150 mph
In accordance with FBC requirements;
Solidly sheathed min. 19/32 in. plywood or wood plank for
new construction; Min. 15/32 in. plywood existing
construction.
In accordance with FBC requirements;
Solidly sheathed min. 15/32 in. plywood or wood plank for
new construction; Min. 7/16 in. OSB existing construction.
In accordance with FBC requirements.
2:12 and in accordance with FBC requirements.
Installed with 5 inch exposure in accordance with the FBC
and manufacturer's published installation instructions. The
direction of the exposed end shall be away from the
prevailing wind.
Direction prevailing wind
Ptart 5" exposure
ere-
rnl
Figure 1
,�i� Fastener
-5-1/2"
D" exposure
1 •
J Fastener
Tr `5-1/2"
Figure 2 111F Figure 3
Figure 15. Vintage® Hip & Ridge (Phillipsburg)
TBP15001.2 FL18355-R2 Page 10 of 11
This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
CREEK
TECHNICAL SERVICES, LLC
LIMITATIONS
TAMKO BUILDING PRODUCTS
Asphalt Shingles
1) Fire Classification is not within the scope of this evaluation.
2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads
established for components and cladding and in accordance with FBC requirements.
3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ.
4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less.
5) Deck substrates shall be dean, dry, and free from any irregularities and debris. All fasteners in the deck
shall be checked for protrusion and corrected prior to underlayment application.
6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the
deck.
7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's
published application instructions. Where discrepancies exist between these sources, the more restrictive
and code compliant detail shall prevail.
8) All products listed in this report shall be manufactured under a quality assurance program in compliance with
Rule 61G20-3.
COMPLIANCE STATEMENT
The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building
Code 5`" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer.
%,G.ptY R. , 2015.12.14
13:44:19
No 74021
* � � * � aww n.rwr.,u.r•.w
-05'00'
O'.• STATE OF : /
�:�t� •'c� O R 1 P .• ��,: Zachary R. Priest, P.E.
,� S+ C? . Florida Registration No. 74021
��S4NA� t�'```�
�Organization No. ANE9641
CERTIFICATION OF INDEPENDENCE
CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing
products under this evaluation.
CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under
this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products
under this evaluation.
Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
END OF REPORT
TBP15001.2 FL18355-R2 Page 11 of 11
This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK
Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid.
This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not
specifically addressed herein.
=lOrida Npartmentd SCIS Home ! Log In ' User Registration , Hot Topics . Submit Surcharge Stats a Facts
Busines &
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida Ucense
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
FL5325-R6
Revision
2014
Approved
SDP Inc.
410-130 Bridgeland Ave
Toronto,
(866) 747-4035 Ext 4
sdipede@sdp-products.com
Sandro DiPede
sdipede@sdp-products.com
Sandro DiPede
410-130 Bridgeland Ave
Toronto
(416) 780-1700
sandrodipede@bellnet.ca
Sandro Di Pede
410-130 Bridgeland Ave
Toronto
(416) 780-1700
sandrodi pede@bellnet.ca
Roofing
Underlayments
OeVM NiIII !la (ri;I :'dYR ..tl'4 pil'I iIC1M1S !Wrf;�-; i7NJN
�-�L Soso I
?a/ Isx4-�
Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Robert Nieminen
PE -59166
Intertek Testing Services NA Inc.- ETL/Warnock Hersey
11/18/2016
John W. Knezevich, PE
Validation Checklist - Hardcopy Received
Sections from the Code
1507.2.3
1507.2.4
1507.2.8
1507.3.3
1507.4.5.1
1507.4.5.2
1507.5.3
1507.7.3
1507.8.3
1507.9.3
1507.9.5
1518.4
1523.6.5.2.1
1523.6.5.2.9
Product Approval Method Method 2 Option B
Date Submitted
04/29/2015
Date Validated
04/30/2015
Date Pending FBC Approval
05/10/2015
Date Approved
06/23/2015
Summary of Products
FL #
Model, Number or Name
Description
5325.1
PALISADE Roofing
Synthetic Roofing Underlayments
Underlayments
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL5325 R6 11 2015 04 FINAL ER SDP UNDERLAYMENTS FL5325-
Approved for use outside HVHZ: Yes
R6.Ddf
Impact Resistant: N/A
Verified By: Robert Nieminen PE -59166
Design Pressure: N/A
Created by Independent Third Party: Yes
Other: 1.) PALISADE is for use in non-HVHZ and HVHZ
Evaluation Reports
jurisdictions. 2.) PALISADE SA -HT is not for use in
FL5325 R6 AE 2015 04 FINAL ER SDP UNDERLAYMENTS FL5325-
R6.odf
HVHZ. 3.) Refer to ER Section 5 for Limits of Use.
Created by Independent Third Party: Yes
Contact Us :: 1940 North Monroe Street, Tallahassee Ft. 32399 Phone: 850.487-1824
The State of Florida Is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
4S5, F.S., please click &jr,.
Product Approval Accepts:
W o iGrai E
>ccuril eat i ate%-
�.i TRINITY i ERD
EVALUATION REPORT
SDP, Inc.
410-130 Bridgeland Avenue
Toronto, Ontario M6A iZ4
Canada
EXTERIOR RESEARCH & DESIGN, I.I.C.
Certificate of Authorization #9503
353 CHRISTIAN STREET, UNIT #13
OXFORD, CT 06478
PHONE: (203) 262-9245
FAX: (203) 262-9243
Evaluation Report S19030.07.09-112
FL5325-R6
Date of Issuance: 07/03/2009
Revision 2:04/29/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. 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.
DESCRIPTION: PALISADETm Roof Underlayments
LABELING: 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 referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this
Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the
referenced Quality Assurance documentation changes. Trinity IERD 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 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 5.
Prepared by:
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE1983
The facsimile seal appearing was authorized by Robert Nleminen,
P.E. on 09/29/2015. This does not serve as an electronically signed
document. Signed, sealed hardcoples have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing 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 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.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: PALISADE" Roof Underlayments, as produced by SDP, Inc., have demonstrated compliance with the
intent of the following sections of the Florida Building Code through testing in accordance with the applicable sections of the
following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1507.2.3, 1507.2.8, 1507.4.5.1,
Unrolling, Breaking Strength, Pliability, Loss
ASTM D226
2006
1507.4.5.2, 1507.5.3, 1507.5.3.2,
on Heating
SO404C.12.05-R2
02/23/2009
1507.7.3, 1507.7.3.2, 1507.8.3,
Accelerated Weathering
537000.06.11
06/14/2011
1507.8.3.2, 1507.9.3, 1507.9.3.2,
IBC/IRC Compliance
ESR -1847
03/01/2015
1507.9.5, 1518.4
HVHZ Compliance
11-0714.05
11/10/2011
1518.4
Unrolling, Pliability, Behavior on Heating,
ASTM D2626
2004
Breaking Strength, Water Vapor
Permeance
1507.2.4,1507.5.3
Unrolling, Thickness, Max Load, Elongation
ASTM D1970
2009
at Break, Adhesion, Thermal Stability, Low
Temp Flex, Tear Resistance, Moisture
Vapor Permeance, Self -Sea lability
1507.3.3
Installation Practice
FRSA/TRI April 2012 (04-12)
2012
1523.6.5.2.1
Dimensional Stability, Tear Resistance,
TAS 104
1995
Breaking Strength, Water Absorption, Low
Temp Flex, UV Exposure, Accelerated
Aging, Cyclic Elongation, Water Vapor
Transmission
1523.6.5.2.9
Comparative Rupture
TAS 117, Appendix B
1995
TAS 110
Accelerated Weathering
TAS 110
2000
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
54240.30.06
10/03/2006
ERD(TST6049)
Physical Properties & Rupture
SO404C.12.05-R2
02/23/2009
ERD(TST6049)
Accelerated Weathering
537000.06.11
06/14/2011
ICC -ES (EVL2396)
IBC/IRC Compliance
ESR -1847
03/01/2015
Miami -Dade (CER1592)
HVHZ Compliance
11-0714.05
11/10/2011
ITS-ETL/WH (QUA1673)
Quality Control
Inspection Report
11/18/2014
4. PRODUCT DESCRIPTION:
4.1 Mechanically Fastened Underlayments:
4.1.1 PALISADE'" is a synthetic roofing underlayment comprised of a polyolefin -coated, woven construction with dual skid
resistant surfaces. PALISADE'" is acceptable for use in non-HVHZ and HVHZ jurisdictions. Refer to Limits of Use herein.
4.2 Self-Adherina Underlayments:
4.2.1 PALISADE'" SA -HT is a self -adhering roofing underlayment comprised of a polyolefin -coated, woven construction with
skid resistant upper surface and self -adhering bottom surface. PALISADE'" SA -HT is not for use in HVHZ. Refer to Limits
of Use herein.
Exterior Research and Design, I.I.C. Evaluation Report S19030.07.09 -R2
Cert(Jkote of Authorization #9503 FLS325-116
Revision 2: 04/29/2015
Page 2 of 5
\,,' TRINITY ERD
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD 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 Non-HVHZ Jurisdictions:
5.2.1 Fire Classification is not part of this report; refer to current Approved Roofing Materials Directory for fire ratings of this
product.
5.2.2 PALISADE" Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced
within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation
combined with supporting data for the prepared roof covering.
5.2.3 Allowable Roof Covers:
Table 1: Roof Cover Options
Asphalt
Wood Shakes
Underlayment
Nall -On Tile
Foam -On Tile
Metal
Slate
Shingles
& Shingles
PALISADE'"
Yes
Yes
No
Yes
Yes
Yes
(as base layer only)
PALISADE" SA -HT
Yes
No
No
Yes
Yes
Yes
5.2.4 Allowable Substrates:
PALISADE'" SA -HT adhered to plywood or to mechanically attached PALISADE'".
5.2.5 Exposure Limitations:
PALISADE'" shall not be left exposed for longer than 180 -days after installation.
PALISADE'" SA -HT shall not be left exposed for longer than 30 -days after installation
5.3 HVHZ Jurisdictions:
5.3.1 PALISADE'" SA -HT is not for use in HVHZ.
5.3.2 Fire Classification is not part of this Laboratory Report; refer to current Approved Roofing Materials Directory for fire
ratings of this product.
5.3.3 This Evaluation is for prepared roofing applications. Minimum deck requirements shall be compliant with applicable
FBC sections.
5.3.4 PALISADE'" shall not be applied in hot asphalt.
5.3.5 PALISADE'" shall be installed in strict compliance with the requirements for ASTM D226, Type II or ASTM D2626
underlayment in Section 1518 for the type of prepared roof covering to be installed.
5.3.6 PALISADE'" may be used with asphalt shingles, tile roofs (base layer only), non-structural metal roofing / metal shingles,
quarry slate, slate -type shingles and wood shakes & shingles.
For tile roof applications, PALISADE" shall be mechanically attached as an anchor sheet in accordance with Section 6.4
herein, followed by Tamko TW Metal and Tile Underlayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13-1104.11) or
CertainTeed Flintlastic SA Cap (NOA 14-0724.16).
5.3.7 If PALISADE'" is not specifically listed in the prepared roof covering NOA, this report may be submitted to the AHJ or
Miami -Dade Product Control Dept., along with fire classification information, for their consideration.
5.3.8 PALISADE'" underlayment shall not be left exposed for longer than 180 -days after installation.
5.4 All products listed herein shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3 requirements.
Exterior Research and Design, I.I.C. Evaluation Report 519010.07.09-R2
Certificate of Authorization #9503 FL5325-R6
Revision 2:04/29/201S
Page 3 of 5
TRINITY ERD
6. INSTALLATION:
6.1 PALISADE" Roof Underlayments shall be installed in accordance with SDP published installation requirements subject
to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 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, and prime the substrate with Elastocol Stick.
6.3 Non-HVHZ Jurisdictions:
6.3.1 PALISADE'":
Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Sections 1507
for the type of prepared roof covering to be installed.
6.3.1.1 Non -Tile Applications:
PALISADE" is installed horizontally with the printed side up, and with 3 -inch horizontal laps and 6 -inch vertical laps.
Overlaps must run with the flow of the water in a shingle pattern. The underlayment is only attached to the roof deck
with roofing nails (smooth or ring-shanked) having 1 -inch minimum diameter plastic or steel caps compliant with FBC
1507.2.6. Cap nails are spaced at 6 inches on center at vertical laps, and at 11 inches on center at horizontal laps. In the
field area, apply fasteners at 13 inches spaced vertically and 22 inches on center horizontally. All caps (including nails)
must be fully flush with the underlayment surface. Do not install fasteners over unsupported areas/voids. Repair all
tears, holes, or damage to the underlayment. For slopes less than 4:12, use a full 20" half lap over the underlying
course. Apply underlayment up all abutments at least 6 inches.
In non-HVHZ high wind regions where V„i, > 181 mph (Vasa > 140 mph) or exposure beyond 30 days, increase the
fastener density to cap nails spaced 3 inches on center at vertical laps, and at 5.5 inches on center at horizontal laps. In
the field area, apply fasteners at 6.5 inches spaced vertically and 11 inches on center horizontally. In addition, secure
laps by folding all laps over before nailing, or taping securely across lap seams using exterior grade sheathing tape, or
sealants such as roofing cement (asbestos free meeting ASTMD4586), EPDM or butyl to seal laps.
6.3.1.2 Nail -On Tile Applications, Base Laver in 2 Ply System:
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein using PALISADE" as the
mechanically attached base ply in a 2 ply underlayment system, followed by Tamko TW Metal and Tile Underlayment
(FL12328), GAF UnderRoof 2 Polyester -Surfaced Leak Barrier (FL10626) or CertainTeed Flintlastic SA Cap (FL11288) as
the top layer.
For mechanically fastened tile roofing, refer to SDP published installation instructions, but not less than FRSA/TRI April
2012 (04-12), Table 1.
6.3.2 PALISADE SA -HT:
Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type
of prepared roof covering to be installed.
The installer is responsible to determine whether priming is required to ensure PALISADE'" SA -HT will stay adhered to
the substrate.
6.3.2.1 Non -Tile Applications:
PALISADE SA -HT'" is installed horizontally with the printed side up, and with 3 -inch horizontal laps and 6 -inch vertical
laps. Starting at the low point, and with salvage edge at the high point, position horizontally a full roll or cut the
membrane into 10-15 ft. (3-5m) lengths and re—roll loosely. Peel back 1-2 ft. (300-600mm) of release film, align the
membrane, and continue to peel the release film from the membrane. Press the membrane in place with heavy hand
pressure. Apply uniform pressure to the membrane roll side and end laps to insure water tightness and bonding to the
substrate.
Always work from the low to the high point of the roof. Follow good roofing practice by orientating PALISADE -SA -HT'"
so side laps shed water. Apply the membrane in valleys before the membrane is applied to the eaves. For valley and
ridge application, peel the release film; center the sheet over the valley or ridge, drape, and press into in place. Work
the center of the valley or ridge outward in each direction. Following placement along the eaves, continue application
of the membrane up slope. If nailing of the membrane is necessary on steep slopes, especially during hot or cold
weather, back nail and cover the nails by overlapping with the next sheet.
Exterior Research and Design, I.I.C. Evaluation Report 519030.07.09-R2
CertiJlcate of Authorization #9503 FL5325-R6
Revision 2: 04/29/2015
Page 4 of 5
FA
8.
9.
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 61G20-3 CIA requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — ETL/Warnock Hersey — QUA1673; (905) 678-4913
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 519010.07.09-R2
CerdJkate oJAutharkatlon #9S03 FL5325-R6
Revision 2:04/29/2015
Page 5 of 5
1
TRINITY. ERD
6.4 HVHZ Jurisdictions:
6.4.1 System E(1):
Underlayment mechanically fastened to deck
Deck Type 1:
Wood, Non -Insulated
Deck Description:
Min. 19/32" plywood or wood plank
Underlayment:
One or more plies of PALISADE'" with minimum 4" wide head laps and minimum 6" wide end
laps, mechanically fastened to deck.
Fastening:
HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12"
o.c. in the field.
Surfacing:
HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles or slate.
6.4.2 System E(2):
Base underlayment mechanically fastened to deck, top laver adhered
Deck Type 1:
Wood, Non -Insulated
Deck Description:
Min. 19/32" plywood or wood plank
Base Layer:
One or more plies of PALISADE'" with minimum 4" wide head laps and minimum 6" wide end
laps, mechanically fastened to deck.
Fastening:
HVHZ Approved nails and tin caps 6" o.c. at lap and three equally spaced staggered rows 12"
o.c. in the field.
Top Layer:
Tamko TW Metal and Tile Underlayment (NOA 12-0406.07), GAF UnderRoof 2 (NOA 13-
1104.11) or CertainTeed Flintlastic SA Cap (NOA 14-0724.16), self -adhered to the base layer.
See current FBC HVHZ approval for installation guidelines and limits of use of top layer.
Surfacing:
HVHZ Approved asphalt shingle, non-structural metal, wood shakes & shingles, slate or tile.
Note:
For tile applications, AH1 shall verify that top layer underlayments listed herein hold current
HVHZ Product Approval and/or Miami -Dade NOA for use as a tile underlayment.
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 61G20-3 CIA requirements.
QUALITY ASSURANCE ENTITY:
Intertek Testing Services NA Inc. — ETL/Warnock Hersey — QUA1673; (905) 678-4913
- END OF EVALUATION REPORT -
Exterior Research and Design, I.I.C. Evaluation Report 519010.07.09-R2
CerdJkate oJAutharkatlon #9S03 FL5325-R6
Revision 2:04/29/2015
Page 5 of 5
Business & Professional Regulation
rte®
%b Dpitmern;d SCIS Home i Log In i User Registration 1 Hot TOPICS Submit Surcharge Stats a Facts I Publications FOC Staff OCIS Site Map Llnks i Search
Business
®Product Approval
Professional
USER: Public User
Regulation
Product Approval Menu > Product or Application Search > Application List > Applkatlon Detail
FL # FL19567 .
Application Type New
Code Version 2014
Application Status Approved
Comments
Archived
Product Manufacturer MILLENNIUM METALS INC.
Address/Phone/Email 1333 HAINES STREET EXP
JACKSONVILLE, FL 32202
(877) 358-7663
tmccogan@aol.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Tonya Steele
Address/Phone/Email 10200 Eastport Road
Jacksonville, FL 32218
(904) 358-8366
tonyac@mmi2000.net
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Roofing Accessories that are an Integral Part of the Roofing System
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 James L. Buckner, P.E. CO) CBUCK, Inc.
the Evaluation Report
Florida License PE -31242
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 09/21/2026
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Certificate of Independence FL19567 RO COI CertOflndeD.Ddf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1709.2
Product Approval Method Method 2 Option B
Date
Submitted
12/16/2015
Date
Validated
12/17/2015
Date
Pending FBC Approval
12/18/2015
Date
Approved
02/10/2016
Summary of Products
FL # Model, Number or Name
Description
19567.1 "MMI -2" Off Ridge Vent
Steel off ridge vent for shingle roofs mechanically attached
to plywood deck. 4', 6', 8', 10' nominal lengths
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL19567 RO 11 01 MMI -2 Off RidaeVent-ASTME330-
Approved for use outside HVHZ: Yes
Steel EVALREPORT.Ddf
Impact Resistant: No
Verified By: James L. Buckner, P.E. @ CBUCK, Inc. P.E.
Design Pressure: +N/A/ -70.0
#31242
Other: Refer to evaluation report for conditions and
Created by Independent Third Party: Yes
limitations of use. Refer to manufacturer's installation
Evaluation Reports
Instructions as a supplemental guide for attachment.
FL19567 RO AE 03 MMI -2 OffRidaeVent-ASTME330-
Steel EVALREPORT.Ddf
Created by Independent Third Party: Yes
k;sc(< N •xt
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an WEED employer. Couvrloht 2007.2013 State of Florida.:. Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275( 1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
® kig rat
arcuritvmi writs
CBUCK EnQ1neering
SplPclalty Structural EnglnplPnng CBUCK, Inc. Certificate of Authorization #8064
Evaluation Report
"MMI -2" Off Ridge Vent
Ridge Vent Assembly
Manufacturer:
Millennium Metal`s, Inc.
10200 Eastport Road
Jacksonville, FL 32218
(877) 358-7663
for
Florida Product Approval
# FL 19567.1
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:
Prepared by:
James L. Buckner, P.E., SECB
Florida Professional Engineer # 31242
Florida Evaluation ANE ID: 1916
Project Manager: Youry Demosthenes
Report No. 15-212-MM12-StORV-ER
Date: 12 / 16 / 15
Contents:
Evaluation Report Pages 1— 7
"MMI -2" Off Ridge Vent
Steel
Wood Deck Digitally signed by James L. Buckner, P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
61G1S-23.t %% I I I I I I I
oCENSF'
* ' No 31242
JUJ Z:
0' STATE OF �:
CBUCK, Inc., Palm Beach County, Florida
ail: cbuck@cbuckinc.net • Website: www.cb
2015.12.1611:02:07 -05'00'
FL #: FL 19567.1
►� Date: 12/16/15
CBUCK Engineering Report No.: 15of MM2-StOW-ER
PagSpeclaltt j Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Manufacturer: Millennium Metals, Inc.
Product Name: "MMI -2" Off Ridge Vent
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 "MMI72" Off Ridge Vent
Description: Steel off ridge vent for shingle roofs mechanically attached to Plywood Deck.
Product Assembly as Refer to Page 4 of this report for product assembly structural components:
Evaluated:
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
Performance: Wind Uplift Resistance
' Design Uplift Pressure: - 70 PSF
* Allowable design pressure for allowable stress design (ASD) with a margin of safety
of2to1.
FL #: FL 19567.1
r►� Date: 12/16/1S
NCBUCK Engineering Page rt No.: 3 -2f12-MM2-StORV-ER
I
Speclalry Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
Performance Standards: The following test protocols were performed to demonstrate compliance with the
intent of the code as this product is not addressed specifically in the code.
• ASTM E330-02 — Standard Test Method for Structural Performance of Exterior
Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure
Difference
Code Compliance: The product described herein has demonstrated compliance with Florida Building
Code 5th Edition (2014), Section 1709.2.
Evaluation Report This product evaluation is limited to compliance with the structural requirements of
Scope: the Florida Building Code, as related to the scope section to Florida Product Approval
Rule 61G20-3.001.
Limitations and • Scope of "Limitations and Conditions of Use" for this evaluation:
Conditions of Use: This evaluation report for "Optional Statewide Approval" contains technical
documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the
authority to approve products under "Optional Statewide Approval'.
• ODtion for application outside "Limitations and Conditions of Use"
Rule 61G20-3.005(l)(e) allows engineering analysis for "project specific approval
by the local authorities having jurisdiction in accordance with the alternate
methods and materials authorized in the Code". Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the scope of this evaluation and will be the responsibility of others.
• Refer to applicable building code section for ventilation requirements.
• Design of support system is outside the scope of this report.
• Fire Classification is outside the scope of Rule 61G20-3, and is therefore not
included in this evaluation.
• This evaluation report does not evaluate the use of this product for use in the High
Velocity Hurricane Zone code section. (Dade & Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance of roof panel products in accordance
with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a
quality assurance program audited by an approved quality assurance entity through
Keystone Certifications, Inc. (FBC Organization #: QUA 1824).
• FL #: FL 19567.1
Date: 12/16/15
CBUCK Engineering Page
rt NO.: 45of �-MM2-StORV-ER
Speclaltt j Structural Engineering CSUCK, Inc. Certificate of Authorization #8064
Components/Materials Ridge Vent:
(by Manufacturer): Material Type 1:
Thickness:
Yield Strength:
Corrosion Resistance
Nominal Dimensions:
Width:
Height:
Lengths:
Fastener(s):
Base Fastener:
Purpose:
Type:
Size .
Corrosion Resistance:
Standard:
Alternate Fastener:
Purpose:
Type:
Size :
Corrosion Resistance:
Standard:
Roof Cement:
Type:
Application Size
Standard:
"MMI -2" Off Ridge Vent
Steel
26 gauge (min.)
40 ksi min.
Aluminum Zinc Coated Steel per ASTM A792 AZ 50, or
Galvanized Steel per ASTM A653 G-90, or
Prepainted Steel per ASTM A755 or
Per FBC Section 1507.4.3
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
Attaches Ridge Vent Base Flange to Deck
Hex -Head Wood Screw
#10 x 1-1/2" (min.)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME 818.6.4
Asbestos -free asphalt based roof cement w/ SBS rubber
1/4" thick minimum
Per ASTM D. 3019 Type III and ASTM D 3409
• FL #: FL 19567.1
Date: 12/16/15
CBUCK Engineering Rage eport No.: 55212-MM2-StORV-ER
ISpecialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064
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 manufacturer's installation guidelines.)
• Position vent flange beneath loosened shingles and align with deck opening.
• Attach vent top and bottom flanges to deck with nails or screws spaced 8" o.c.
maximum and 4-1/2" from each end.
• Attach vent side flanges to deck with Two nails or screws equally spaced and
1-1/2" from each ends.
• Minimum fastener penetration thru bottom of support, 3/16".
Install the "MMI -2 Off Ridge Vent" assembly in compliance with the installation
method listed in this report and applicable code sections of FBC Sth Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's installation instructions as a supplemental
guide for attachment.
Referenced Data: 1. ASTM E330-02 Uniform Static Air Pressure Difference Test
Architectural Testing, Inc.(FBC Organization #TST ID: 1527)
Report #: F3167.01-450-44, Report Date: 12 / 15 / 15
2. Quality Assurance
By Keystone Certifications, Inc. (QUA ID: 1824)
Millennium Metals Licensee # 423
3. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization # ANE 1916)
FL #: FL 19567.1
Date: 12/16/15
CBUCK Engineering Page Report No.:
1 -222-MM2-StORV-ER
of 7
Sppclalty Structural Engineering CBUCK, Inc. Certlftcore of Authorirotfon #8064
Installation Method
Millennium Metals, Inc.
"MMI -2" Steel Off Ridge Vent Attached to Wood Deck
4 1/2 in.
1
5-1/2"
Profile Drawines
18-1/4"
12„
Side View (Not To Scale)
Typical Fastener(s)
-11 Gauge Ring Shank Roofing Nail
OR
- #10 min. Wood Screws
"MMI -2"
Steel Off Ridge Vent
Typical Fastener(s)
- 11 Gauge Ring Shank Roofing Nail
OR
- #10 min. Wood Screws
Plywood Deck
Lower Slope
(Front)
Typical Cross Section View (Not To Scole)
3"
Higher Slope
(Back)
FL It: Fl. 19567.1
Date: 12/16/15
CBUCK r=nQ1nepring Page ort No.: 15-222-MM2-StORV-ER
7 of 7
N
ISpeclaWtj Structural r=nqI188rInc2 CBUCK, Inc. Certificate of Authorization #8064
Installation Method
Millennium Metals, Inc.
"MMI -2" Steel Off Ridge Vent Attached to Wood Deck
11/2"
1 A
8"o.c. Typical, Maximum
of
of
Typical Fasteneqs)
-11 Gauge Ping Shank Roaring Nail Base Flange
OR
- #10 min. Wood Screws
Top Plan View (Not To Scale)
(Typical Fastening Pattern)
Nominal Lengths
4 Ft.
6 FL
8 Ft.
10 Ft.
•
24"
." .
Typical FaMener(s)
11 Gauge Ring Shank Roofing Nail
OR
#10 min. Wood strews
Typical Ridge Vent Assembly
Isometric View (Not To Scale)
I�.
Business ► Professional Regulation
0���i�
F10iita DeprtmeMd BCIS Home I Log In I User Registration I Hot Topics j submit Surcharge Stats a Facts ' Publications FOC Staff ! BCIS Site Map Links Search
�V'Busines
0Product pProfessioal Public User
Regulation
Product Approval Menu > Product or Application Search > Application List > Application Oetall
FL # FL6393-R10 F -L (0 3 93 c�
Application Type Revision
Code Version 2014
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
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
VELUX America Inc.
PO Box 5001
Greenwood, SC 29648
(864) 941-4828
roger.Iebrun@velux.com
Roger LeBrun
roger.lebrun@velux.com
Roger LeBrun
1418 Evans Pond Road
Greenwood, SC 29649-8725
(864) 941-4828
roger.lebrun@velux.com
Mike Dorn
P.O. Box 5001
Greenwood, SC 29648-5001
(864) 941-4700
mike.dorn@velux.com
Sky Lights
Skylight
Certification Mark or Listing
Window and Door Manufacturers Association
Window and Door Manufacturers Association
Standard
AAMA/WDMA 101/I.S.2/A440
ASTM E1886
ASTM E1996
Year
2011
2005
2005
Product Approval Method Method 1 Option A
Date Submitted 06/19/2015
Date Validated 06/23/2015
Date Pending FBC Approval
Date Approved 06/28/2015
Summary of Products
FL # Model, Number or Name Description
6393.1 VELUX SUN TUNNEL'" TSR 0000 TSR 010 size (426-H-626.05)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL6393 R10 C CAC TSR - CCL for VELUX 2-27-13.pdf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/03/2017
Design Pressure: +400/-210 Installation Instructions
Other: TDDCC-PG210; Size tested 254 mm dia (10 in). FL6393 R10 II 451389-2013-10 TSR.pdf
PG210 means minimum capacity is 210 psf. Dome glazing is FL6393 R10 II TSR Hallmark Supplemental Instr.pdf
minimum 3mm thick. Flashing nails directly to roof deck. Verified By: Window and Door Manufacturers Association
Anchorage fasteners provided are 10 ga. galv. ring shank Created by Independent Third Party:
nails. Evaluation Reports
Created by Independent Third Party:
Other: Wind Zone 3, Missile Level C, Cycle Pressure
Installation Instructions
6393.2
VELUX SUN TUNNEL' (14"
[TCC, TMC or TGC] + 014 + [100*TH or THEO, 100*TO or
FL6393 RIO II 453607-2013-10 TGC-TMC.odf
Commercial) Impact Resistant
TOEO, 100*7T or TTEO], where * denotes diffuser 0, 2 or 3
Flashing types attach either to site -built curb or directly to
Created by Independent Third Party:
(426-H-707.03)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL6393 RIO C CAC 14 inch Commercial SUN TUNNEL -
Approved for use outside HVHZ: Yes
Impact.pdf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
11/29/2021
Other: Wind Zone 3, Missile Level C, Cycle Pressure
Installation Instructions
+50/-50, max. dia. 356 mm (14 in). These models were
FL6393 RIO 11 453581-2013-12-TCC.odf
tested for impact and cycling pursuant to ASTM E1996-05 and
FL6393 R10 11 453607-2013-10 TGC-TMC.pdf
ASTM E1886-05. Dome glazing is minimum 3 mm thick.
Verified By: Window and Door Manufacturers Association
Flashing types attach either to site -built curb or directly to
Created by Independent Third Party:
roof deck. Anchorage fasteners provided are black #8 st. stl.
Evaluation Reports
pan head screws.
Created by Independent Third Party:
6393.3
VELUX SUN TUNNEL'" (14"
[TCC, TMC or TGC] + 014 + [000*TH or THEO, 000*TO or
Commercial) Non -Impact
TOEO, 000*TT or TTEO, 100*TH or THEO, 100*TO or TOED,
100*TT or TTEO], where * denotes diffuser 0, 2 or 3 (426-H-
707.00)
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FL6393 R10 C CAC 14 inch Commercial SUN TUNNEL -
Approved for use outside HVHZ: Yes
NAFS-11.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +300/-150
12/14/2021
Other: TDDCC/TDDOC-PG150; Max. dia. 356 mm (14 in).
Installation Instructions
PG150 means minimum capacity is 150 psf. Dome glazing is
FL6393 RIO II 453581-2013-12-TCC.Ddf
minimum 3 mm thick. Flashing types attach either to site-
FL6393 RIO 11 453607-2013-10 TGC-TMC.Ddf
built curb or directly to roof deck. Anchorage fasteners
Verified By: Window and Door Manufacturers Association
provided are black #8 st. stl. pan head screws.
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
6393.4
VELUX SUN TUNNEL' (22"
Commercial) Impact Resistant
[TCC or TGC] + 022 + [500*TH or THEO, 500*TO or TOED,
500*TT or TTEO], where * denotes diffuser 0, 2 or 3 (426-H-
708.03)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL6393 R10 C CAC 22 inch Commercial SUN TUNNEL -
Impact.odf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-50
12/20/2021
Other: Wind Zone 3, Missile Level C, Cycle Pressure
Installation Instructions
+50/-50, max. dia. 559 mm (22 in). These models were
FL6393 RIO II 453581-2013-12-TCC.Ddf
tested for impact and cycling pursuant to ASTM E1996-05 and
FL6393 RIO II 453607-2013-10 TGC-TMC.odf
ASTM E1886-05. Dome glazing is minimum 3 mm thick.
Verified By: Window and Door Manufacturers Association
Flashing types attach either to site -built curb or directly to
Created by Independent Third Party:
roof deck. Anchorage fasteners provided are black #8 st. stl.
Evaluation Reports
pan head screws.
Created by Independent Third Party:
6393.5 I VELUX SUN TUNNEL' (22"I [TCC or TGC] + 022 + [300*TH or THEO, 300*TO or TOED,
Commercial) Non -Impact 300*TT or TTEO, 500*TH or THEO, 500*TO or TOED, 500*TT or
TTEO](426-H-708.00)
Limits of Use I Certification Agency Certificate
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +300/-130
Other: TDDCC/TDDOC-PG130; Max. dia. 559 mm (22 in).
PG130 means minimum capacity is 130 psf. Dome glazing is
minimum 3 mm thick. Flashing types attach either to site -
built curb or directly to roof deck. Anchorage fasteners
provided are black #8 st. stl, pan head screws.
FL6393 R10 C CAC 22 inch Commercial SUN
NAFS-ll.udf
Quality Assurance Contract Expiration Date
12/20/2021
Installation Instructions
FL6393 RIO II 453581-2013-12-TCC.Ddf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
6393.6
VELUX SUN TUNNEL'" (Residential
Curb Mount) Impact Resistant
TCR 014 + [1000US or 1000USEO] (426-H-706.03)
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL6393 R10 C CAC Curb Mount Residential SUN TUNNEL -
Approved for use outside HVHZ: Yes
Imoact.odf
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure; +50/-50
10/30/2021
Other: Wind Zone 3, Missile Level C, Cycle Pressure
Installation Instructions
+50/-50, max. dia. 356 mm (14 in). This model was tested
FL6393 RIO II 453125 -2013 -10 -TCR 014.Ddf
for impact and cycling pursuant to ASTM E1996-05 and ASTM
Verified By: Window and Door Manufacturers Association
E1886-05. Dome glazing is minimum 3 mm thick. Flashing
Created by Independent Third Party:
attaches to site -built curb. Anchorage fasteners provided are
Evaluation Reports
black #8 st. stl. pan head screws.
Created by Independent Third Party:
6393.7I VELUX SUN TUNNEL'" (Residential I TCR 014 + [OOOOUS, OOOOUSEO, 1000US or 1000USEO) (426-
Curb Mount) Non -Impact H-706.00)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +300/-165
Other: TDDCC-PG165; Dia. 356 mm (14 in.) PG165 means
minimum capacity is 165 psf. Flashing attaches to site -built
curb with eight supplied screws, two per side. Dome glazing
is minimum 3mm thick.
Certification Agency Certificate
FL6393 R10 C CAC Curb Mount Residential SUN TUNNEL -
NAFS-11.Ddf
Quality Assurance Contract Expiration Date
11/21/2021
Installation Instructions
FL6393 R10 II 453125 -2013 -10 -TCR 014,Ddf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
6393.8I VELUX SUN TUNNEL'" (Residential) I [TGF, TGR, TMF or TMR] + [010, 014 or 022) + [1000 or
Impact Resistant 1000E0] (426-H-705.03)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +50/-50
Other: Wind Zone 3, Missile Level C, Cycle Pressure
+50/-50, max. dia. 559 mm (22 in.). These models were
tested for impact and cycling pursuant to ASTM E1996-05 and
ASTM E1886-05. Dome glazing is minimum 3 mm thick.
Flashing types attach to roof deck. Anchorage fasteners
provided are black #8 st. stl. pan head screws.
Certification Agency Certificate
FL6393 R10 C CAC Residential SUN TUNNEL - Imoact.Ddf
Quality Assurance Contract Expiration Date
11/29/2021
Installation Instructions
FL6393 RIO II 451635-2013-10-TGF-TMF.Ddf
FL6393 RIO II 451636-2013-09-TGR-TMR Low.Ddf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
6393.9I VELUX SUN TUNNEL'" (Residential) I [TGF, TGR, TMF or TMR) + [010, 014 or 022] + [0000,
Non -Impact OOOOEO, 1000 or IOOOEO] (426-H-705.00)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +300/-125
Other. TDDCC-PG125; Max, dia. 559 mm (22 in.); PG125
means minimum capacity is 125 psf, uplift and download.
Dome glazing Is minimum 3 mm thick. Flashing types attach
to roof deck. Anchorage fasteners provided are black #8 st.
stl. pan head screws.
Certification Agency Certificate
FL6393 RIO C CAC Residential SUN TUNNEL - NAFS-11.Ddf
Quality Assurance Contract Expiration Date
12/18/2021
Installation Instructions
FL6393 RIO II 451635-2013-10-TGF-TMF.Ddf
FL6393 RIO II 451636-2013-09-TGR-TMR Low.odf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
6393.10I VELUX SUN TUNNEL'" TLR I TLR 014 + [2000A or 2000AE1] (426-H-693.02)
(Tempered Glass)
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: +150/-245
Other: TDDCC-PG150; Max. tube dia. 356 mm (14 in) - TDD.
PG150 means minimum capacity is 150 psf. Exterior glazing
is minimum 4mm thick clear tempered glass meeting ASTM
E1300. Anchorage fasteners provided: 2.2 mm x 3/4" ring
Certification Agency Certificate
FL6393 RIO C CAC TLR 014 2000A or 2000AE1.Ddf
Quality Assurance Contract Expiration Date
10/03/2025
Installation Instructions
FL6393 RIO II 453987-2015-06-TLR.Ddf
Verified By: Window and Door Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
shank nails for alignment on top of roof deck, and #6 pan I Created by Independent Third Party:
head sheet metal screws for clamping on underside of deck.
Dgrk Nrat
Contact lh :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487.1824
The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have
one. The 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 circle here .
Product Approval Accepts:
® ®n«i
Credll
TGF/TMF
ENGLISH: Installation instructions for flexible sun tunnel TGF/TMF
ESPANOL: Instrucciones de instalacion para tunel solar flexible TGF/TMF
FRAN�AIS : Instructions d'installation du tunnel de lumiere flexible TGF/TMF
111111111111111111111111
ENGLISH:
Read installation instructions carefully
before proceeding.
VELUX flexible sun tunnels TGF and TMF are
designed for roof pitches 14°-60°
(3:12-21:12) and for asphalt and wooden
shingles (max thickness 5/16" (8 mm)).
The tile kit ZTM (available separately)
expands the use of TGF and TMF to include
profiled roofing materials (tiles) with max
profile height 1Y4" (45 mm).
POTENTIAL FIRE HAZARD
During installation, the reflective tunnels and
components of VELUX sun tunnels may focus
sunlight causing intense heat or fire. Do not
remove protective films until immediately
before installation. Once protective films have
been removed, do not leave tunnels or com-
ponents unattended or place near combusti-
ble materials. Also, avoid skin burns.
Importance of proper installation
Satisfactory product performance depends
on proper installation in accordance with
these specific instructions. Seller accepts
no responsibility for damages caused by
improper installation as improper installation
may void the warranties contained in the
VELUX Promise. Seller accepts no respon-
sibility whatsoever for failure of an installer
to install VELUX sun tunnels in accordance
with these installation instructions. Although
VELUX sun tunnels are designed and manu-
factured to the highest standards, severe
climatic exposure as well as adverse indoor
conditions (i.e. high humidity) may produce
temperature conditions which exceed product
performance standards. In these cases,
special preventive measures may be neces-
sary. Seller reserves the right to implement
product changes for improvement without
prior notification.
Seller assumes no obligation whatsoever
for failure of an architect, installer or
building owner to comply with all applica-
ble laws, ordinances, building codes and
safety requirements.
2 VELUX
ESPANOL:
Lea las instrucciones antes de comenzar.
Los tuneles solares flexibles TGF y TMF de
VELUX estan disenados para techos con
inclination de 14°-60° (3:12-21:12) y para
tejas de asfalto y de madera (grosor maximo
5/16"(8 mm)).
EI conjunto de tejas ZTM (disponibles por
separado) extiende el use de TGF y TMF para
incluir materiales (tejas) con altura de perfil
maxima de 13/" (45 mm).
POSIBLE RIESGO DE INCENDIO
Durante su instalacion, es posible que la luz
solar cause que los tuneles solares ref lectores
de VELUX y sus componentes se calienten
mucho o se incendien. No quite la pelicula
protectora hasta el momento de la instala-
cion. Una vez hays quitado la pelicula, no deje
desatendidos los tuneles ni los componentes,
ni los coloque cerca de materiales que sean
combustibles. Tambicn evite las quemaduras
en la piel.
Importancia de una instalacion corrects
EI rendimiento satisfactorio del produc-
to depende de la instalacion correcta de
acuerdo con estas instrucciones especificas.
EI proveedor no acepta responsabilidad
alguna por danos causados por instalacion
inadecuada, y una instalacion inadecuada
puede invalidar las garantias contenidas en
la Promesa VELUX. EI proveedor no acepta
responsabilidad aiguna por instalaciones de
tunel solar VELUX que los instaladores no
hayan hecho de acuerdo con estas instruccio-
nes de instalacion. Aunque los tuneles solares
de VELUX se han disenado y fabricado para
lograr los niveles de calidad mss altos, la
exposition a condiciones climaticas several
e incluso a condiciones interiores adversas
(por ejemplo, humedad muy alta) puede pro-
ducir niveles de temperatura que exceden las
condiciones de desempeno del producto. En
estos casos, puede ser necesario establecer
medidas preventivas especiales. EI proveedor
se reserva el derecho a hater modificaciones
a los productos sin notification previa con el
fin de mejorarlos.
EI proveedor no asume responsabilidad
alguna por el incumplimineto de leyes,
ordenanzas, normas de construction o
requisitos de seguridad por parte del
arquitecto, instalador o propietario del
edificio.
FRAM AIS:
Lire attentivement les instructions avant
de commencer.
Les tunnels de lumiere flexibles TGF et le
TMF de VELUX cont coni;us pour les pentes
de toit de 14° a 60° (3:12-21:12) et pour des
bardeaux d'asphalte, ainsi que des bardeaux
de cedres, (epaisseur maximale 5/16" (8 mm)).
Le ensemble de tuiles ZTM (vendus separe-
ment) permet d'utiliser le TGF et TMF sur
une toiture profilee (tuiles) d'une hauteur
maximale de materiel profile 13/a" (45 mm).
iL RISQUE D'INCENDIE POTENTIEL
Durant ('installation, les tunnels reflechissants
et les composantes du tunnel de lumiere
VELUX peuvent causer une chaleur intense
ou un incendie causer par la lumiere du
soled. N'enlever pas immediatement les films
protecteurs. Enlever ces films seulement
avant ('installation des differentes compo-
santes. Avant et pendant ('installation, ne
laisser pas les tunnels ou les composantes
sans surveillance ou a proximite de materiaux
combustibles. Eviter egalement les brulures
corporelles.
L'importance d'une bonne installation
La qualite de ('installation influence le
rendement du produit selon ces instructions
specifiques. Le vendeur n'accepte aucune
responsabilite pour les dommages resul-
tants d'une installation inadequate, et une
installation inadequate pourrait annuler les
stipulations de la garantie enoncees dans la
Promesse de VELUX. Le vendeur n'accepte
en aucune fai;on la responsabilite d'une instal-
lation inadequate de la part de I'installateur
confonnement aux instructions d'installation
de VELUX. Malgre le fait que les tunnels de
lumiere VELUX repondent aux normes les
plus rigoureuses de fabrication, it se peut que
certaines conditions climatiques particulic-
rement severes, a l'interieur (ex. humidite)
comme a 1'exterieur, affectent la performance
du produit. Dans de tels cas, des mesures
preventives peuvent se reveler necessaires.
Le vendeur se reserve le droit d'apporter des
changements sans preavis a ses produits
dans le but de les ameliorer.
Le vendeur n'assume aucune responsabi-
lite, quelle qu'elle Boit, dans le cas ou un
architecte, un installateur ou un proprie-
taire n'observe pas les reglements de la
loi qui sont applicables, les normes du
code du batiment et de securite.
ENGLISH:
Contents of packaging:
1. Dome
2. Flashing
3. Pivot ring
4. Aluminum ring - 4" (100 mm)
S. Flexible tunnel section
(additional flexible tunnel
sections are available)
6. Locking snap ring -1" (25 mm)
7. Ceiling ring
8. Diffuser
9. Trim ring
Plastic bag:
• Screws
• Tape
ESPANOL:
Contenido del paquete:
1. Cupula
2. Tapajuntas
3. Anillo pivotal
4. Anillo do aluminio - 4" (100 mm)
5. Secci6n de tunel flexible
(secci6nes de t6nel flexible
adicionales disponibles)
6. Anillo de presi6n con cerradura -
T' (25 mm)
7. Anillo del cielo raso
8. Difusor
9. Anillo de terminaci6n
Bolsa plastica:
• Tornillos
• Cinta
FRAN�AIS :
Contenu de 1'emballage :
1. Wine
2. Solin
3. Anneau pivotant
4. Anneau d'aluminium - 4" (100 mm)
5. Section de tunnel flexible
(sections de tunnels flexibles
additionnels disponibles)
6. Anneau de retenue -1" (25 mm)
7. Anneau de plafond
8. Diffuseur
9. Anneau de finition
Sac de plastique
• Vis
• Ruban
VELUX 3
Planning
4 vELux
Planificacion Planification
ENGLISH:
M Decide desired location of the sun tunnel and mark the location with a wire so that it can
be seen from the attic.
0 For optimal performance keep the sun tunnel as short and straight as possible, using the
following recommendations:
- Pitched flashing (TMF) or vertical tunnel for roof pitches 14°-45° (3:12-12:12) and any
roof orientation.
- Low profile flashing (TGF) or sloped tunnel for roof pitches 450-600 (12:12-21:12) and
east, south, and west roof orientations.
Note: Tunnel length should not exceed 8 ft. (2.4 m). Exposure to the sun provides more
light.
❑c Check that the attic space and roof is clear of all obstructions before beginning the
installation. In between the framing members, mark the center of the sun tunnel by tap-
ping a nail through the ceiling and through the roof.
ESPANOL:
DA Decida la localizaci6n deseada para el t6nel solar y marquela con un cable para que se
pueda ver desde el atico.
rg Para funci6n optima mantenga el t6nel solar tan corto y derecho Como sea posible usando
las siguientes recomendaciones:
- Tapajuntas en declive (TMF) o t6nel vertical para techos con inclinaci6n de 14°-45°
(3:12-12:12) y cualquier otra orientaci6n.
- Tapajuntas de perfil bajo (TGF) o t6nel en declive para techos con inclinaci6n de
45°-60° (12:12-20:12) y techos con orientaci6n hacia el este, sur y oeste.
Nota: La longitud del t6nel no debe superar los 8 pies (2.4 m). La exposici6n al sol pro-
porciona mas luz.
MVerifique que el espacio en el Atico y el techo esten libres de obstrucciones antes de
comenzar la instalaci6n. Entre las partes del marco marque el centro del t6nel solar con
Lin clavo en el cielo raso y en el techo.
FRANI;AIS :
❑A Determiner 1'emplacement souhaite pour ('installation du tunnel de lumiere et marquer
1'emplacement A I'aide d'un cable de fa�on a cc qLi it soit visible du grenier.
❑s Pour Lin rendement optimal, privilegier tine installation du tunnel de lumiere en ligne
droite sur courte distance, selon les recommandations suivantes :
- Solin inclin6 (TMF) ou tunnel vertical pour toiture de 14° A 45° (3:12 A 12:12) d'inclinai-
son et toute orientation.
- Solin A profil bas (TGF) ou tunnel en pente pour inclinaison de toiture de 45° A 60°
(12:12 A 21:12), orientation est, sud ou ouest.
Note: La longueur de tunnel ne doit pas exceder 8 pieds (2,4 in). L'exposition au soleil
procure une plus grande luminosite.
❑- Verifier que 1'entretoit et le toit sont exempts de toute obstruction avant de commencer.
Entre les elements de structure, fixer Lin clow dans le plafond et dans le toit pour marquer
le centre de 1'emplacement du tunnel de lumiere.
0
014:14%11(375 mm)
�--
022:223/411(578 mm) -------- 40.
ENGLISH: Carefully remove the other parts from the ceiling ring.
Rotate trim ring to disengage.
ESPANOL• Con mucho cuidado, quite las otras partes del anillo del
cielo raso. Gire el anillo de termination para soltarlo.
FRANGAIS : Desassembler delicatement les differentes composantes
de I'anneau de plafond. Effectuer une rotation de I'anneau de finition
pour d@gager.
ENGLISH: From the inside, locate the nail indicating the center of the
sun tunnel in the ceiling, mark circle and cut rough opening in the ceil-
ing as shown.
ESPANOL Desde adentro, localice el clavo que indica el centro del
tunel solar en el cielo raso, marque el circulo y torte un hueco en el
cielo raso Como se indica.
FRAN! AIS : De I'interieur, reperer le clou indiquant le centre de 1'em-
placement du tunnel de lun*re dans le plafond, dessiner le contour du
cercle et decouper tel qu'illustre.
VELUX 5
F3
0 0°111,90
0
ENGLISH: Tip the plastic pins down into hidden position M Insert the
ceiling ring. Avoid distortion of the ceiling ring causing the diffuser not
to fit smoothly 91
Secure the ceiling ring, insuring a tight joint between the ceiling ring
and the ceiling Q
Note: Be careful not to damage parts if using power tools.
ESPAROL: Gire los pasadores plasticos hasta que queden ocultos 91
Inserte el anillo del cielo raso. Evite la distorsion del anillo del cielo
raso que puede provocar que el difusor no encaje correctamente HE
Ajuste el anillo del cielo nso y asegurese de que la union entre el ani-
llo y el cielo raso sea estanca Q
Nota: Tenga cuidado de no causar dano a las partes si usa herramien-
tas electricas.
FRAN�AIS : Rabattre les pieces de plastique dans une position cachee
L Inserer I'anneau de plafond. biter de trop serrer I'anneau de pla-
fond assurant ainsi une installation adequate du diffuseur UE
Serrer I'anneau de plafond de fagon a ce qu'il soit bien ajuste au pla-
fond Q
Note : Prudence lors de ('utilisation d'outils electriques afin de ne pas
endommager les pieces.
Sun tunnel Width dimension
Tunel solar Dimensiones de ancho
Tunnel de lumi&e Largeur de I'ouverture
14" 141h" (370 mm)
22" 231x" (570 mm)
ENGLISH: Locate the nail indicating the center of the sun tunnel on
the roof and use the flashing to mark top and bottom of the rough
opening.
ESPANOL• Localice el clavo que indica el centro del tunel solar en el
techo y use el tapajuntas para marcar arriba y abajo del hueco.
FRANC,AIS : Reperer le clou indiquant le centre de 1'emplacement du
tunnel de lumWe sur le toit et utiliser le solin pour tracer le haut et le
bas de I'ouverture brute.
ENGLISH: Mark the sides of the rough opening and cut rough opening.
CAUTION: Be careful not to damage airy framing members.
ESPANOL: Marque los lados del hueco y corte el hueco.
PRECAUCION: Tenga cuidado de no danar ninguna parte del marco.
FRANGAIS : Marquer les cines de I'ouverture brute et decouper
I'ouverture brute.
MISE EN GARDE : Prendre garde de ne pas endommager les pieces
de la structure du toit.
VELUX 7
I
`I
�I II
II • �
i
J'
Sun tunnel Width dimension
Tunel solar Dimensiones de ancho
Tunnel de lumi&e Largeur de I'ouverture
14" 141h" (370 mm)
22" 231x" (570 mm)
ENGLISH: Locate the nail indicating the center of the sun tunnel on
the roof and use the flashing to mark top and bottom of the rough
opening.
ESPANOL• Localice el clavo que indica el centro del tunel solar en el
techo y use el tapajuntas para marcar arriba y abajo del hueco.
FRANC,AIS : Reperer le clou indiquant le centre de 1'emplacement du
tunnel de lumWe sur le toit et utiliser le solin pour tracer le haut et le
bas de I'ouverture brute.
ENGLISH: Mark the sides of the rough opening and cut rough opening.
CAUTION: Be careful not to damage airy framing members.
ESPANOL: Marque los lados del hueco y corte el hueco.
PRECAUCION: Tenga cuidado de no danar ninguna parte del marco.
FRANGAIS : Marquer les cines de I'ouverture brute et decouper
I'ouverture brute.
MISE EN GARDE : Prendre garde de ne pas endommager les pieces
de la structure du toit.
VELUX 7
11/z" (40 mm)
8 VELUX
ENGLISH: Remove the roofing material around the upper half of the
rough opening as indicated and apply mastic around rough opening as
shown.
ESPANOL* Quite el material de cubierta que rodea la parte superior
del hueco y aplique masilla alrededor del hueco tomo se indica.
FRANCAIS : Enlever le materiel de toiture autour de la moitie supe-
rieure de I'ouverture brute tel qu'indiqu@ et appliquer du mastic
autour de I'ouverture brute tel qu'illustre ci-contre.
ENGLISH: Center the flashing over the rough opening and secure the
flange with ten of the provided 11h" (40 mm) screws in all the pre -
punched holes along the edges.
ESPANOL: Centre el tapajuntas sobre el hueco y asegure la brida con
diez de los tornillos de 1'h" (40 mm) suministrados en todos los orifi-
cios previamente perforados a to largo del borde.
FRANCAIS: Centrer le solin au-dessus de I'ouverture brute et fixer le
rebord A I'aide des dix des vis foumies de Bi" (40 mm) dans toutes
les ouvertures dejA perforees tout autour du rebord.
ENGLISH: Apply sealant as shown and seal all fasteners.
ESPANOL: Aplicar el sellador como se indica y sellar todos los suje-
tadores.
FRAN�AIS : Appliquer le produit 0tanchdit6, tel qu'illustr6, et scel-
ler les boulons.
ENGLISH: Overlap the top of the flange with underlayment to allow
for proper drainage.
ESPANOL• Cubra la parte superior de la brida con I6mina de soporte
para lograr un drenaje adecuado.
FRANCAIS : Recouvrir le rebord sup6rieur de membrane autocollante
afin d'assurer un drainage ad6quat.
ENGLISH: Reinstall roofing material over the flange. Leave a
s/a" (15 mm) channel for water to run off.
Optional turret extensions ZTA are available where domes need to be
elevated by 61h" (165 mm) or 9" (230 mm).
ESPANOL: Instale nuevamente el material de cubierta sobre la brida.
Deje un canal de 5/e" (15 mm) para que el agua pase.
Opcional: puede solicitar extensiones'de la torre ZTA si necesitar ele-
var la cupula 6'h" (165 mm) o 9" (230 min).
FRANFAIS : R6installer le mat6riel de toiture sur le rebord. Mvoir un
canal de 5/8" (15 mm) pour permettre 1'6coulement de 1'eau.
Les extensions de tourelle ZTA offertes en option sont disponibles
lorsque les domes doivent etre surelMs de 6'h" (165 mm) ou 9"
(230 mm).
VELUX 9
014" = 5 x
022"=6xDTA>
10 VELUX
ENGLISH: Insert tunnel assembly into the flashing and seat the pivot
ring into the intermediate ring. Secure with screws, if needed. Remove
protective film.
ESPANOL Inserte el conjunto del Wnel en el tapajuntas y coloque
el anillo pivotal dentro del anillo intermedio. Fije con tornillos de ser
necesario. Quite la pelicula protectora.
FRANQAIS : Ajouter I'assamblage du tunnel au solin et inserer I'an-
neau pivotant dans I'interieur de I'anneau intermediaire. Fixer a I'aide
de vis au besoin. Retirer le film.
ENGLISH: Secure the pivot ring with screws if needed.
ESPANOL: Fije el anillo pivotal con tornillos de ser necesario.
FRANfAIS : Fixer I'anneau pivotant a I'aide de vis au besoin.
ENGLISH: Align holes; install and secure the dome with the
3/a" (19 mm) screws provided. Do not overtighten the screws.
Note: If installing energy kit ZTC or suspension kit ZTZ 203, use
instructions enclosed with the kit.
Optional dome edge protection ring ZZZ 192 is available for fire rated
roofs.
ESPANOL: Alinee los agujeros a instale y asegure la cupula con los tor-
nillos de'/" (19 mm) suministrados. No apriete demasiado los tomillos.
Nota: Si va a instalar el kit de energia ZTC o kit de suspension
ZTZ 203, consulte las instrucciones incluidas en el kit.
Optional: anillo de protection del borde de la cupula ZZZ 192 esta
disponible para techos con clasificacion contra incendio.
FRANQAIS : Aligner les ouvertures, installer et fixer le dome a I'aide
des vis 1/4" (19 mm) fournies. Ne pas serrer les vis de fagon excessive.
Note: Si vous installer la trousse energetique ZTC ou la trousse de
suspension ZTZ 203, utiliser les instructions d'installation inclus.
Anneau de protection ZZZ 192 pour bordure de dome offert en option
pour repondre aux normes de protection contre les incendies.
14 t
jr� c
ENGLISH: Pull the flexible tunnel section down through the ceiling
ring.
ESPAROL• Hale la secci6n de tunel flexible para abajo hacia el anillo
del cielo raso.
FRANf AIS : Faire passer la section de tunnel flexible vers le bas a tra-
vers I'anneau de plafond.
ENGLISH: Pull the flexible tunnel section tight through the ceiling ring
and cut flexible tunnel to length as shown.
ESPANOL Hale la secci6n de tunel flexible a traves del anillo del cielo
raso y torte el tunel flexible a la medida tomo se indica.
FRAN�AIS : Tirer la section de tunnel flexible A travers I'anneau de
plafond et Couper 1'excedant de tunnel tel qu'illustre.
ENGLISH: Fold and insert the T'(25 mm) locking snap ring to lock the
flexible tunnel in place. Pull the flexible tunnel tight
ESPANOL• Doble a inserte el anillo de presi6n con cerradura de
T'(25 mm) para poner el t6nel flexible en su sitio. Tire del tunel flexi-
ble hasta que quede bien ajustado.
FRANgAIS : Plier et inserer I'anneau de retenue de T' (25 mm) pour
fixer le tunnel flexible en place. brer le tunnel flexible a son maxi-
mum.
VELUX 11
•
f,
v---------------
12 ---------- --
12 VELUX
ENGLISH: Move the locking snap ring to final position as shown -
3/e" (10 mm) above the position for the diffuser.
ESPANOL Mueva el anillo de presi6n con cerradura a su posici6n final
como se indica - 3/e" (10 mm) sobre el espacio para el difusor.
FRANgAIS : Tourner I'anneau de retenue jusqu'a sa position finale, tel
qu'illustre - 3/8" (10 mm) au-dessus de la position pour le diffuseur.
ENGLISH: Cut off excess tunnel flush with the ceiling ring as shown.
ESPANOL Corte el exceso de Wnel parejo con el anillo del cielo raso
como se indica.
FRAN�AIS : Couper 1'exc6dant de tunnel au meme niveau que I'an-
neau de plafond tel qu'illustr6.
ENGLISH: Fold end of the tunnel over the locking snap ring.
ESPANOL Doble el final del tunel sobre el anillo de presi6n con cerra-
dura.
FRANfAIS : Replier les rebords du tunnel par-dessus I'anneau de rete -
nue.
ENGLISH: Secure the loose edge of tunnel with tape provided.
ESPANOL: Asegure las orillas sueltas del tunel con la cinta suministra-
da.
FRAN�AIS : Fixer 1'excedant de tunnel avec le ruban fourni.
ENGLISH: Install the diffuser with the frosted side facing down.
Secure the diffuser by rotating the plastic locks into locked position
m
Note: If installing energy kit ZTC, use instructions enclosed with the
kit.
ESPANOL: Instale el difusor con la parte esmerilada hacia abajo.
Asegure el difusor girando las cerraduras plasticas hasta que cierren
en position M
Nota: Si va a instalar el kit de energia ZTC, consulte las instruccio-
nes incluidas en el kit.
FRANgAIS : Installer le diff useur avec le cote g*6 vers le bas.
Verrouiller le diffuseur en place a I'aide des verrous de plastique, tel
qu'illustre M
Note: Si vous installer la trousse energetique ZTC, utiliser les
instructions d'installation inclus.
ENGLISH: Install the trim ring by aligning notches and rotate to
secure.
ESPANOL: Instale el anillo de terminaci6n alineando las ranuras y gire-
lo para una correcta sujeci6n.
FRAN�AIS : Installer I'anneau de finition en alignees les enclenches et
pivoter pour fixer en place.
VELUX 13
ZTA
ZTM
14 VELUX
ENGLISH: If vapor barrier is installed, insure a tight joint between
the ceiling ring and the vapor barrier. Reposition the insulation mate-
rial around the tunnel.
In Canada it is necessary to form an air tight seal between the vapor
barrier and the VELUX sun tunnel. This can be done by using a vapor
barrier tape. It is important that the ceiling area (attic side) around
the sun tunnel is well insulated. This can be done by spraying the
perimeter with polyurethane foam or insuring that the insulation
used is snug around the tunnel.
ESPANOL: Si se instala la barrera de vapor, asegurese que la uni6n
entre el anillo del cielo raso y la barrera de vapor sea estanca. Coloque
de nuevo el material de aislamiento alrededor del tunel.
FRANfAIS : L'utilisation d'un Wan pare-vapeur necessitera ('instal-
lation Min joint 6tanche entre I'anneau de plafond et 1'6cran pare-
vapeUr. Repositionner ensuite le materiel isolant autour du tunnel.
Au Canada, on exige un scellement henn6tique entre I'6cran pare-
vapeur et le tunnel de lumi6re VELUX. Un ruban pare-vapeur pourra
etre utilis6 a cet effeL II est 6galement important cle bien isoler la
partie du plafond autour du tunnel de lumi6re (c6t6 grenier) Boit en
vaporisant Ie p6rim6tre avec de la mousse polyur6thane ou soit en
s'assurant que le mat6riel isolant existant est bien install6 tout autour
du tunnel.
ENGLISH: ZTL: Sun tunnel light option - Refer to light kit ZTL 114 for
sun tunnel size 014 and light kit ZTL 122 for sun tunnel size 022.
ZTA: Optional turret extensions ZTA are available where domes need
to be elevated by 12" (305 mm) or 36'(915 mm).
ESPANOL• ZTA: Alternativa de tunel solar con luz - Consulte la infor-
maci6n sobre apliques de luz tipo ZTL 114 el para tunel solar tamano
014 y luz tipo ZTL 122 para tunel solar tamano 022.
ZTA: Optional: puede solicitar extensiones de la torre ZTA si necesita
elevar la cupula 12" (305 mm) o 36'(915 mm).
FRAN�AIS : ZTA : Option d'eclairage pour tunnel de lumi6re- Veuillez
vous r6fdrer a la trousse pour lumi6re 6lectrique de type ZTL 114 pour
le tunnel de lumi6re de grandeur 014 et type ZTL 122 pour le tunnel
de lumi6re de grandeur 022.
ZTA : Les extensions de tourelle ZTA offertes en option sont dispo-
nibles lorsque les domes doivent Etre su.ureleves de 12" (305 mm) ou
36' (915 mm).
ENGLISH: Sun tunnel tile roofing - Refer to the kit ZTM for installa-
tion in tile roofing.
ESPANOL Tinel solar de techado de tejas - Consulte informaci6n
sobre conjunto de tejas ZTM para instalaci6n en techos de tejas.
FRANCAIS: Tunnel de lumi6re pour toiture de tuiles - Veuillez vous
r6f6rez aux ensemble de tuiles ZTM pour installation sur toiture de
tuiles.
USA: VELUX America Inc.
1-800-88-VELUX
CDN: VELUX Canada Inc.
1800 88-VELUX (888-3589)
www.velux.com
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• RECORD COPY
Alpine, an ITW Company
2400 Lake Orange Drive Suite 150 Orlando FI_ 32837
Florida Engineering Certificate of Authorization Number: 0 278
Florida Certificate ol'Product Approval N FL1999
Page I of I Document ID:1 V09408-% 1218093546
Truss Fabricator: Accu -Span Truss Company
Job ldcntiFecal ion: 11738 -/Gerdes Addition -84 Lumber -- 1407 E. Second St.
Truss Count: 6
Model Code: Florida Building Code 5th Edition (2014)
Truss Criteria: TPI-2007(STD)
Engineering Solhvarc: Alpine Software,Version 15.01.
Structural Engineer of Record: The identity of the structural EOR d i d not exist as of
Address: the seal date per section 61G1S-31.003(5a) of the FAC
Minimum Design Loads: Roof - 37.0 PSF @ 1.25 Duration
Floor - N/A
Wind - 139 MPH ASCE 7-10 -Closed
Notes:
1. Determination as to the suitability of these truss components for the
structure is the responsibility of the building designer/engineer of
record, as defined in ANSI/TPI 1
2. The drawing date shown on this index sheet must match the date shown
on the individual truss component drawing.
3. As shown on attached drawings; the drawing number is preceded by: HCUSR408
Details: -
#
Ref Description
Drawing#
Date
1
11450-401
16048156
02/17/16
2
11451-402
16048157
02/17/16
3
11452-403
16048158
02/17/16
4
11453-404
16049047
02/18/16
5
11454--B01
16048159
02/17/16
6
11455--BO2
16049048
02/18/16
#1 6 - 22 6
02/18/2016
Douglas Fleming
-Truss Design Engineer -
2400 Lake Orange Dr. Suite 150
Orlando FL, 32837
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SUPPORT
REPORT
JOB DESCRIPTION: 11738
WIND CODE: ASCE
-------------------------------------------------------------------------------------------------------------
7-10
WIND MPH: 139
BLDG
TYPE: CLOSED
-------------------------------------------------------------------------------------------------------------
TRUSS
TRUSS
SUPPORT
SUPPORT
BEARING
BEARING
REACT. REACT.
MAX WIND TRUSS
DESC
SPAN -Pt
SIZE -in.
TYPE
XLOC-Pt.
YLOC-ft.
MAX.+k MAX.-#
UPLFT.-N PROFILE
A01
33.000
7.250
WALL
0.000
8.458
575
-88
A01
33.000
6.500
WALL
16.229
8.458
1723
-169
A01
33.000
7.250
WALL
32.396
8.458
575
-88
-------------------------------------------------------------------------------------------------------------
A02
33.000
7.250
WALL
0.000
8.458
605
-92
A02
33.000
6.500
WALL
16.229
8.458
1636
-162
A02
33.000
7.250
WALL
32.396
8.458
605
-92
-------------------------------------------------------------------------------------------------------------
A03
33.000
7.250
WALL
0.000
8.458
572
-86
A03
33.000
6 500
WALL
16.229
8.458
1732
-175
A03
33.000
7.250
WALL
32.396
8.458
571
-86
-------------------------------------------------------------------------------------------------------------
A04
33.000
7.250
WALL
0.000
8.458
629
-88
A04
33.000
6.500
WALL
16.229
8.458
1659
-176
A04
33.000
7.250
WALL
32.396
8.458
576
-87
-------------------------------------------------------------------------------------------------------------
B01
20.000
7.250
WALL
0.000
8.458
883
-116
B01
20.000
7.250
WALL
19.396
8.458
883
-116
-------------------------------------------------------------------------------------------------------------
B02
20.000
7.250
WALL
0.000
8.458
883
-118
B02
-------------------------------------------------------------------------------------------------------------
20.000
7.250
WALL
19.396
8.458
883
-118
RECORD COPY
:MIAR1
City of Sanford Building and Fire Preventi
Product Approval Specification Form
w�c►rvc
# 16 - 2 2 6 SANFORD
Permit # Al - Z Z h
Project Location Address NO 7 ppj P
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer
Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging ,.
d
7 -
Sliding
Sectional
Roll U
Automatic
Other
2. Windows
Single Hun
Horizontal Slider
Casement 2 LA Gmt0
St^%tis
1 86.
Double Hun
Fixed
6
Awnin
Pass Through
Projected
Mullions of
L%.A 35o tg%tc5
L JAIL 5 3 -
Wind Breaker
Dual Action
Other
June 2014
Category / Subcategory
Manufacturer
Product
Description(including
Florida Approval #
decimal
3. Panel Walls
Siding
Soffits
S
F
Storefronts
Curtain Walls
Wall Louver
Glass block
Membrane
Greenhouse
E.P.S Composite
Panels
Other
4. Roofing Products
Asphalt Shingles
D
SS
Underla ments
sm;;S,
Roofing Fasteners
Nonstructural
Metal Roofing
Wood Shakes and
Shingles
Roofing tiles
Roofing
Insulation
Waterproofing
Built up roofing
System
Modified Bitumen
Single Ply Roof
Systems
Roofinq slate
Cements/
Adhesives /
Coating
Liquid Applied
Roofing Systems
Roof Tile
adhesive
Spray Applied
Polyurethane
Roofing
E.P.S. Roof
Panels
Roof Vents
In, //e n 10 At
PAqvr
Other
June 2014
Category / Subcategory
Manufacturer
Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll u
Equipment
Other
6. Skylights
Skylights
3 93,
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
En ineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Name
(Please Print)
June 2014